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Home My WebLink About42094-Z ��o�guFF01,�� \Town of Southold 2/15/2019 - P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40215 Date: 2/15/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 51 Millstone Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-1-33.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2017 pursuant to which Building Permit No. 42094 dated 10/27/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial clubhouse with covered porches, outdoor fireplace and on grade patio with fire pit as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-06-0013 1/16/2019 ELECTRICAL CERTIFICATE NO. 42094 12/3/2018 PLUMBERS CERTIFICATION DATED 12/18/2018 ffo lumbing Cont. Inc. t d Signature o�gU lq�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT , a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42094 Date: 10/27/2017 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct commercial clubhouse as applied for per Planning & SCHD approvals. At premises located at: 75 Schoolhouse Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-1- 73`A S Pursuant to application dated 10/4/2017 and approved by the Building Inspector. To expire on 4/28/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,173.60 CO -COMMERCIAL $50.00 Total: $4,223.60 g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. I New Construction. Old or Pre-existing Building: check one) Location of Property ffiaevzt, Polae- Claazk4-C " ad-ola_ House No. Street , Hamlet /� Owner or Owners of Property: �11✓k�� .Qsf��(o tel. L 1-C t Suffolk County Tax Map No 1000, Section Block OV Lot SubdivisionCIsV►/ 6Iip(_ moiled Map. Lot: Permit No. Date of Per it. Applicant: 1� �C� C� �—� Health Dept. Approval: 1 *1 (� Underwriters Approval: Planning Board Approval: gs ® -12 r Request for: Temporary Certificate Final Certificate: h ck one) Fee Submitted: $ Apt 14Sig ature CONSENT TO INSPECTION VIA 0 ,the undersigned,do(es)hereby state: Owners)Name(s) That the undersigneA(*jsu-rhoa4�e— h owner(s)o he premise pin/th Town Southold,located at — w1 @64— , which is s own and designated on the Suffolk C my Tax Map as District 1000, Section O)' ,Block O t' ,Lot 3 3 . 3 . That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Tov9n B/qi�d�ng Inspector's Office the f, l�Wipg; That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. a Dated: � I M1 A—_ (Pr m a ) (Signature) (Print Name) tpf SO!/r�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �O • io roger.rich ertCc)-town.south old.ny.us cOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 51 Millstone Ln City: Cutchogue St: New York Zip: 11935 Building Permit* 42094 Section: 102 Block: 1 Lot: 33.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 600a Heat 5-gac Duplec Recpt 89 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures Smoke Detectors Main Panel 3-20 A/C Condenser 5 Single Recpt Recessed Fixtures 160 CO Detectors Sub Panel 100a A/C Blower 5 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt Emergency Fixtures Time Clocks Disconnect W Switches Twist Lock 17 Exit Fixtures 11 TVSS Other Equipment: "CLUBHOUSE" 50-lighting fixtures,3-paddle fans,200 ft LED tape light, 1-2ft strip heater, 12-EXIT/EMERGENCY lights,8-outside emergency lights, Notes: Inspector Signature: Date: December 3 2018 81-Cert Electrical Compliance Form.xls Town flail Annex Telephone(631)765-1802 54375 Main Road " Fax(631)765-9502 P.O.Box 1179 C!/?:, 3 Southold,NY 11971-0959 BUILDING DEPARTMENT 'SOWN OF SOUT OLD ® F P DD 1 JAN 232019 CERTIFICATION TOWN OF SOUTTHOLD, Date:_ Building Permit No. L�02oc� Cn� L"Ula� Owner: �-\M� bp-U 2 V) 0- (Please print) . Plumber: - � ®� �� M�6 l,on- � 1� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ao (Pl tiers Signature) Sworn to before me this day of_IeZI' � , 20 & AMA FIORITA Rlctai°y Rubl#c,State of New York 1409,No.01 FI61W8364 aualNotary Public, County1 s �O��OF SOUr�,olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 14 FOUNDATION 1 ST CO41' #7 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i C6ut/V �tr #UwAA4J60V-/ �� tfPC ia✓ � 2/ DATE 11 INSPECTOR VAA-,, SO(/lyo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-NSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. Uh [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (� DATEA1,14INSPECTOR I �o��OF SOGTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm 1 765.1602 INSPEC7ROUGH ION [ ] FOUNDATION 1ST PLBG. [ ] 50UNDATION 2ND [ ] INSULATION [ (FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION %po [ ] CAULKING R MARK "I I 1 fQ ✓v�ii4wvl ell, n DATE �� INSPECTOR pF SOUI,go # # TOWN OF SOUTHOLD BUILDING DEPT. ycourm 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [t4"'CAULKING REMARKS: U)kff Tim- MA" tAi Yrd U � DATEl);4AIA00 INSPECTOR oF soulyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION Ll,i ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 2 INSPECTOR qyoql au� �o��OF OUT,,°lo TOWN OF 5 UTHOLD BUILDING DEPT. co 765®1502 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ F NAL [ ] RREPLACE & CHWNEY [ ] MRE SAFETY INSPECT0N [ ] HRE PESBSTANT CONSTRUCTON [ ] RRE RESISTANT PENETRATON Q ] ELECTRBCAL (ROUGH) Q ] ELECTRICAL (FINAL) [ ]„ CODE VIOLATION [ ] CAULKING RE AR r---tANnAt'K • A04r 2,22(ol Ce&l S 1l�9 �'� %-l' ,, M s ! Si r S . w � TT wI Am �0 teV% O �n �40 DATE IN PE R K FSO UkA �0��0 OtyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULA [ ] FRAMING /STRAPPING iv FINA [ ] FIREPLACE & CHIMNEY_- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t p wl ja,' 0 Plot" 144 5o(Ak S44 -14 . Je) c DATE l Iq INSPECTOR 1�qa A2 OFSOU �� lyo v * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oKAv C/ V & 4�a h�wrietz o 'n o DATE INSPECTOR Ak E "TESTING SERVICES LLC �"ne Best Energy is Saved Energy" DD1648•A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629 JAN 2 3 2019 71i 7� �-1 i Y.33jA TOWN OF SOU H43Lk December 28,2018 Rimor Development LLC PO Box 908 Cutchogue,NY 11935 Re: The Clubhouse Millstone La. Cutchogue,NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by Rimor Development LLC to perform a Blower Door Test at the above said building. Michael Caruso,HERS Rater License BER-7960376 performed above said test and found that the above building has satisfied the NY State requirement 3 air changes per hour with the results of the Blower Door at 1.5 air changes per hour which more than passes the requirement. Energy Testing Services,LLC also performed a Duct Blaster for the above building and found the leakage rate to be 16%better than the required 4%Duct Leakage Rate per code. if there is any further information that you need,please do not hesitate to contact us. Thank you Michael Caruso Rater Builders'&Homeowners'Certified Source for: Home Energy Rating Service(HERS)-Manual 1&D—Infrared Imaging—Certified Home Performance Energy Audits All designed to improve home comfort,durability,health&safety and to reduce homeowners'energy costs. n `- GRCH ARCHITECTURE PC 3750 ExPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 CDecember 6, 2018 r Q Harvest Pointe JAN 2 3 2019 51 Millstone Lane Cutchogue NY 11935 P T0WjN OF S0UTj7.;Q7--D Re: Building Permit No.42094 Clubhouse Robert Fisher—Fire Marshal John Jarski—Senior Building Inspector Gentlemen, Please accept the revision to our approved filed documents for the Clubhouse at Harvest Pointe removing both "Exit" signs above shower room exit doors as they are not required for means of egress. 'GRED ARc Re e'ctfully submitC d, �� oZeRrc '�/��n F2� A Glen Ch `y, A, LEED AP o O Princip J �j�OF E N ENERGY TESTING SERVICES, LLC "The Best Energy is Saved Energy" 1648-A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629 n December 28,2018 Rimorbevelopment LLC PO Box 908 Cutchogue, NY 11935 Re: The Clubhouse Millstone La. Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by Rimor Development LLC to perform a Blower Door Test at the above said building. Michael Caruso, HERS Rater License BER-7960376 performed above said test and found that the above building has satisfied the NY State requirement 3 air changes per hour with the results of the Blower Door at 1.5 air changes per hour which more than passes the requirement. Energy Testing Services, LLC also performed a Duct Blaster for the above building and found the leakage rate to be 16%better than the required 4%Duct Leakage Rate per code. if there is any further information that you need, please do not hesitate to contact us. Thank you Michael Caruso Rater Builders'&Homeowners'Certified Source for: Home Energy Rating Service(HERS)-Manual J&D—Infrared Imaging—Certified Home Performance Energy Audits All designed to improve home comfort,durability,health&safety and to reduce homeowners'energy costs. l s ASTM Standard FACTS Specifications for Mineral Fiber Blanket, Loose-Fill and Spray-Applied Insulati®n Information from NAIMA In this issue, we review ASTM C 665 Mineral Fiber Blanket Thermal NORTH AMERICAN 1,U�ATT MANUFACTURERS ASSOCIATION Insulationfor Light Frame Construction and Manz factured Housing, ASTM C 764 Mineral Fiber Loose Fill Thermal Insulation,and ASTM C 1014 Spray Applied Mineral Fiber Thermal or Acoustical Insulation. STM International ASTM C 665 replaces the develops and main- cancelled Federal Specification tains standard specifi- HH-1-521F for insulation blankets cations for mineral and ASTM C 764 replaces Federal fiber blanket(fiber glass, rock Specification HH-1-1030B for wool and slag wool),loose-fill loose-fill insulation. ASTM C 1014 (blowing wool)and spray- is the standard for spray-applied applied insulation materials. mineral fiber and does not have a The ASTM standards cover counterpart Federal Specification. fiber glass, rock and slag wool As a service to the North insulation for use in housing American Insulation and other buildings at ambient Manufacturers Association temperatures. (NAIMA)members and their cus- While products that comply tomers,this issue of Insufflation with the ASTIVI standards may Facts has been prepared to help be used thermally or acousti- users of mineral fiber insulation tally to insulate various con- material be aware of and under- structions, they are adaptable stand the major requirements of primarily,but not exclusively, the ASTM standards and their to wood joist,rafters,and wood uses as replacements for the and steel stud construction. Federal Specifications. The basic material shall be fibers made from mineral sub- ASTM C 665 MINERAL stances processed from the FIBER BLANKET molten state into a fibrous form. The ASTM standards establish Classification classification for materials and Type I—Blankets without require insulation products to membrane coverings. Unfaced meet standards for thermal per- insulation. formance,product safety and Type H—Blankets with a labeling. non-reflective vapor retarder •rg membrane covering one princi- pal face. Class A,B&C,typically propagation resistance>0.12 Marking and Labeling kraft faced. W/cm2. Blankets with mem- Type III—Blankets with a brane coverings on both sur- Warning Statements reflective vapor retarder mem- faces shall be tested on the sur- When tested in accordance brane covering one principal face to be left exposed and shall with ASTM E 84,insulation faced face. Class A,B&C,foil faced. be marked on either surface. with a membrane covering shall Class A —Membrane faced Class B products having a criti- have the flame spread classifica- surface with flame spread of 25 cal radiant flux of>0.12 W/cm2 tion(FSC)printed a minimum of or less.For use in exposed appli- are suitable for exposed applica- every 8ft.0 in.(2.4m)on the cations meeting building code tions when tested in accordance membrane facing. If the mami- requirements. with ASTM E 970. facturer elects not to print the Class B—Membrane faced flame spread ratings,then a surface with flame propagation Water Vapor Permeance warning statement shall be resistance critical radiant flux of Vapor-resistant membrane printed every 8 ft.0 in.(2.4m)on 0.12 W/cm2 or greater. coverings shall have a vapor per- the membrane facing indicating Class C—Membrane faced meance of no more than 1 perm, that the membrane is flammable, surface not rated for flame propa- and vapor-permeable membrane may burn and should not be left gation resistance(for use in non- coverings shall have a vapor per- exposed. exposed applications only). meance of no less than 5 perm when tested in accordance with Packaging Material Quality ASTM E 96. Unless otherwise specified, Requirements ASTM C 665 the insulation shall be packaged Water Vapor Sorption in the manufacturer's standard Thermal Resistance When tested in accordance with commercial containers. The thermal resistance(R)for ASTM C 1104,the water vapor any four randomly selected sam- sorption of the insulation shall not Package Marking ples shall average not more than be more than 5%by weight. The markings shall be clear 5%below the listed Rvalue when and legible. Unless otherwise tested in accordance with ASTM Odor Emission specified,each container shall be C 177 and C 518,nor shall any When tested in accordance marked as follows: single specimen be more than with ASTM C 1304,a detectable 0 Name of manufacturer. 10%below the listed Rvalue.The odor of strong objectionable 5 Blanket width and length. product must always be produced nature recorded by more than 0 Square footage of material in to the labeled R value. two of the five test panel mem- the container. bers shall constitute rejection of 0 R value. Surface Burning the material. 0 Required thickness to obtain Characteristics the x value. Insulation blankets exclusive of Corrosiveness 0 Facing type if a facing is membrane facing shall have a flame When tested in accordance employed. spread index no greater than 25 with ASTM C 665,the metal and a smoke developed index no plates in contact with the insula- ASTM C 764 MINERAL greater than 50. Insulation blah- tion shall show no corrosion FIBER LOOSE FILL kets with facings and membranes greater than that observed on the intended for exposed application comparative plates in contact Classification shall have a flame spread index no with sterile cotton that has been Type I—Pneumatic application. greater than 25 and a smoke devel- tested in the same manner. Type II—Poured application. oped index no greater than 50 when tested in accordance with Fungi Resistance Material Quality ASTM E 84. When tested in accordance Requirements(ASTM C 764) with ASTM C 1338,the insulation Critical Radiant Flux shall have growth no greater Thermal Resistance Insulation blankets shall have than that observed on the com- The standard thermal a critical radiant flux-flame parative items. resistance values normally recommended for open Combustion Characteristics cotton that has been tested in application are: 11, 19, 22, Mineral fiber loose-fill shall the same manner. 30 and 38. The thermal pass and be considered non- resistance (R)for the aver- combustible when tested in Marking and Labeling age of any four randomly accordance with ASTM E 136. selected samples shall not Packaging be more than 5% below Water Vapor Sorption Unless otherwise specified, the listed R-value when When tested in accordance with the insulation shall be packaged tested in accordance with ASTM C 1104,the water vapor in the manufacturer's standard ASTM C 177 or C 518 nor sorption of the insulation shall not commercial containers. shall any single specimen be more than 5%by weight. be more than 10% below Package Marking the listed R-value. R-val- Odor Emission Markings shall be clear and ues other than those listed When tested in accordance legible. Unless otherwise speci- shall be as agreed upon with ASTM C 1304,a fied,each container shall be between the supplier and detectable odor of strong marked as follows: the purchaser. Note: objectionable nature recorded 0 Name of manufacturer. Resistance values for closed by more than two of the five ❑ Type of insulation. applications such as side panel members shall constitute n Net weight of insulation per bag. walls shall be tested at the rejection of the material. El The manufacturer recom- density intended for closed mends that the insulation be application. Corrosiveness installed at these minimum When tested in accordance thicknesses,maximum cover- Critical Radiant Flux with ASTM C 665,the metal ages to provide the levels of Mineral fiber loose-fill shall plates in contact with the insulation thermal resistance have a critical radiant flux-flame insulation shall show no cor- (R-values)shown. propagation resistance>0.12 rosion greater than that 1E The filled-in coverage chart W/cm2 when tested in accor- observed on the comparative shall be based on the density dance with ASTM E 970. plates in contact with sterile determined in accordance Table 1:Coverage Chart (Source:ASTM C 764) Each manufacturer fills in the necessary data based upon manufacturers'particular product. Chart may be given in metric units. Optimal information for products intended for sidewall applications. R-Value at 75°F Mean Maximum Net Minimum Minimum Weight Temperature Coverage Thickness per Square Foot Minimum bags per Installed insulation The weight per square foot of To obtain an insulation 1000 suare feet net Maximum square feet should not be less installed insulation should be resistance(R)of: area:Wags/MSF) coverage per bag(SF) than(inches thick) not less than:(Ib/SF) Attic R-60 R-50 R-44 R-38 R-33 R-30 R-26 R-22 R-19 R-15 R-13 R-11 ISidewalls* R- with the manufacturer's design plate when tested in accordance Package Marking density and include informer with ASTM E 736. The markings shall be clear tion indicated in Table 1.1 and legible. Unless otherwise ® Certification—The certifica- Substrate Deflection specified,each container shall be tion shall state the following: The insulation shall not spall, marked as follows: This insulation has been crack or delaminate when the sub- 0 Type of material. installed in conformance with strate is deflected an equivalent of E9 Brand name. the above recommendations 1/120th the span when tested in 0 Labels as required. to provide a value of R_ accordance with ASTM E 759. EM Manufacturer's name and address. using_bags to cover_ square feet of areal Water Vapor Sorption ASTM Standards PA Place for builder's signature, When tested in accordance with ASTM standards may be obtained company name and date.' ASTM C 1104,the water vapor directly from ASTM at ® Place for applicator's signature, sorption of the insulation shall not www.astm.org company name and date.' be more than 5%by weight. * Where material is intended for both blowing or pouring Surface Burning Characteristics application,the bag shall have The insulation shall have a a separate coverage chart for maximum flame spread index each type of application. of 25 and a maximum smoke 1. These requirements may be developed index of 50 when satisfied by a separate attic card tested in accordance with containing the same information. ASTM E 84. ASTM C 1014 SPRAY Smoldering Combustion About NAIMA APPLIED MINERAL When tested in accordance FIBER with ASTM C 1149,the insulation NAIMA is the association for North shall have a weight loss no American manufacturers of fiber glass,rock wool,and slag wool insula- Classification greater than 5%,nor shall there tion products. Its role lis to promote These mineral fibers shall be be a flaming ignition. energy efficiency and environmental pneumatically conveyed to a preservation through the use of fiber glass,rock wool,and slag wool insula- spray nozzle where they are Fungi Resistance tion,and to encourage the safe pro- mixed with water. These mineral When tested in accordance duction and use of these materials. fibers shall have a binder either with ASTM C 1338,the insulation For additional information contact: premixed with the fibers or added shall have growth no greater at the spray nozzle with water. than that observed on the com- 44Can 44 Canal Center Plaza,Suite 310 parative items. Alexandria,VA 22314 Material Quality Phone:703-684-0084 Requirements Corrosiveness Fax:703-6840427 When tested in accordance wvvw.naima.org Thermal Resistance with ASTM C 665,the metal NAIMA BUILDING INSULATION The thermal resistance of plates in contact with the insula- COMMITTEE MEMBERS: spray-applied mineral fiber insula- tion shall show no corrosion CertainTeed Corp. tion shall be determined in accor- greater than that observed on the P.O.Box 860 Valley Forge,PA 19482 dance with ASTM C 177,C 518, comparative plates in contact 800-233-8990 C 1114 or C 1363. with sterile cotton that has been Johns Manville tested in the same manner. P.O.Box 5108 Adhesive/Cohesive Bond Denver,CO 80217 800-654-3103 Strength) Marking and Labeling Knauf Insulation All self-supporting applica- One Knauf Drive tions of the insulation shall have Packer9 in9 800-825-44Shelbyville,3 46176 34 a minimum adhesive/cohesive Material shall be delivered to the Owens Corning strength of five times the weight site in the approved manufacturer's One Owens Corning Parkway of the material under the testing original and unopened packing. Toledo,OH 43659 800-GET-PINK Pub.No.BI 455 11/04 PRODUCT I EcoTouch® Flame Spread 25 ® FiberglasTm Insulation . ....,. .. Physical Properties Thermal Resistance ASTM C518 See"Availability"table for R-values t Surface Burning Characteristics ATM E84' As (flame spread/smoke developed) FSK <25/<50 PSK <25/<50 " Critical Radiant Flux(W/cm2) ASTM E970 >0.12 WaterVapor Permeance(perms) o, FSK ASTM E96= .5 PSK ASTM E962 5 , . Water Vapor Sorption(by weight) C7104M <5% ASTM011041 c,. Odor Emission ASTM C1304 pass Corrosion Resistance ASTM 0665, pass Description part 13.8 Owens Corning'EcoTouch'Flame Spread 25 Fiberglas'" Fungi Resistance(fiberglass only) ASTN1C1338 pass Insulation is a preformed,flexible blanket insulation.It is 1. ASTM E84 is used solely to measure and describe properties of products in response to heat and flame under controlled laboratory conditions,and should not be used to describe or produced in R-values from 11 to 49,at thickness from 31/2 approve the fire hazard of materials under actual fire conditions.However,the results of these to 11 inches. It is available with either a FSK(foil-scrim-kraft) tests may be used as elements of a fire risk assessment that takes into account all of the factors of the fire hazard of a particular end use.Values are reported to the nearest five rating. or PSK(poly-scrim-kraft)facing;both of which act as vapor 2• Dessicant method retarders and provide a neat,finished appearance. Classifications Features • Excellent thermal control FSK All Types Type Ill,Class A,Cat.1 • Effective acoustical performance PSK All Types Type Il,Class A,Cat.1 ■ Provides long term performance and will not settle nor slump within wall cavities ■ Less dust than other fiberglass insulation products Standards, Codes Compliance • Excellent recovery characteristics' I ■ Manufactured in compliance with ASTM C 665 • Compression packaging speeds job site handling and ■ Federal Specification HH-1-521 F has been canceled and installation replaced by ASTM C 665 1° According to 2010 clinical trial conducted in Toronto,Canada by Ducker Worldwide onbehalfof ■ Classified noncombustible when tested in accordance Owens Corning Insulation Systems,LLC. with ASTM E 136 ,applications • EcoTouch'Flame Spread 25 insulation is accepted for use • Wall,floor and roof/ceiling assemblies where the insulation in all ICC building construction types(1 through V) will be left exposed,or where a low flame spread vapor Certified to meet California Code of Regulations,Title retarder facing is required 24, Chapter 12-13,Article 3, "Standards for Insulating ■ Concealed applications of assemblies for non- Material" combustible construction Design Considerations ■ Wood and metal framed assembly cavities, or attached to surfaces with impaling pins ■ The building thermal barrier(insulation)should be in continual alignment with the building air barrier • In framed cavities product thickness should match the depth of the framing members • Follow the local, applicable building code(s)to determine the need for and placement of a vapor retarder ■ Do not install insulation on top,or within 3 inches of a recessed light fixture unless the fixture is labeled as "insulation contact"(IC)rated Availability Installation See Owens Corning publication "Installation Guide for Light Density Building Insulation"(Pub. No. 10017858)for more Wood Frame Walls e information. Both FSK and PSK EcoTouch Flame Spread FSK-E4 23" 93" 6.25" 196 25 insulation facing options are more abuse-resistant than PSK-E4 23" 93" 6.25° 1g6 most other building insulation facings. However,when it PSK-E4 23" 96" 6.25" 196 is installed in areas where the material may be subject to FSK-E4 23" 96" 6.25" 196 abuse, suitable protection should be provided. FSK 15" 93" 5.5" 21 Metal Frame Walls Environmental and Sustainability FSK 16" 96" 3.5" 13 Owens Corning is a worldwide leader in building material FSK 24" 96" 3.5" 13 systems, insulation and composite solutions, delivering a FSK 16" 96" 6.25" 19 broad range of high-quality products and services. FSK 24" 96" 6.25" 19 Owens Corning is committed to driving sustainability by FSK 16" 96" 5.5" 21 delivering solutions, transforming markets and enhancing Floor/Ceiling lives. More information can be found at FSK 16" 48" 9.5" 30 www•owenscorning.com. PSK P 24" 48" 9.5" 30 FSK-E4 24" 48" 9.5" 30 Dotes FSK 24" 48" 9.5" 3o Fiberglass products may cause temporary skin and mucous FSK 16" 48" 12" 38 membranes itching due to the mechanical abrasion effects FSK 24" 48" 12" 38 of fibers,a condition which is completely reversible. Owens S. Tasted per ASTM C518 Corning does not recommend the use of unfaced EcoTouch® 4. FSK-E/PSK-E=Extended flange PINK Fiberglas"Insulation in exposed applications where it 5. Delivers R18 when installed in a 5.5"deep cavity will be subject to routine human contact due to this potential temporary irritation. For additional information,refer to the Safe Use Instruction Sheet(SUIS)found in the SDS Database via http://sds.owenscorning.com. Certifications and Sustainable Features • Certified by SCS Global Services to contain a minimum of 55%recycled glass content, 18%pre-consumer and 37% gr IF/ post-consumer c� c • GREENGUARD Certified products are certified to GREENGUARD standards for low chemical emissions into ® ,� indoor air during product usage.For more information, visit ul.com/gg AVERAGE 55%RECYQID COliFBif • Environmental Product Declaration(EPD)has been certified 1sARR�mr by UL EnvironmentPO�{0N • Bronze Material Health Certificate from Cradle to Cradle Products Innovation Institute t' Disclaimer of Liability OWENS CORNING INSULATING SYSTEMS,LLC ONE OWENS CORNING PARKWAY Technical information contained herein isfurnished without charge orobligation and is given and TOLEDO,OHIO,USA 43859 accepted at recipient's sole risk.Because conditions of use may varyand are beyond our control, Owens Corning makes no representation about,and is not responsible or liable forthe accuracy s ® 1-800-GET-PINK¢ or reliability of data associated with particular uses of any product described herein. www.owenscorning.com SCS Global Services provides independent verification of recycled content in building Pub.No.18142-R.Printed in U,S,A.July 2018. materials and verifies recycled content claims made by manufacturers.For more information, THE PINK PANTHER"'&©1984-2018 Metro-Goldwyn-Mayer Studios Inc. vishwww.SCSglobalservices.com. All Rights Reserved.The color PINK is a registered trademark of Owens Corning. LEEDe is a registered trademarkof the U.S.Green Building Council, 0 2018 Owens Corning.All Rights Reserved. EcoTouch° Insulation with PureFibee Technology Guide Specifications PROJECT ENGINEER RESPONSIBILITY: This is a general specification guide, intended to be used by experienced construction professionals, in conjunction with good construction practice and professional judgment. This guide is to aid in the creation of a complete building specification that is to be fully reviewed and edited by the engineer. Sections of this guide should be included, edited, or omitted based on the requirements of a specific project. It is the responsibility of both the specifier and the purchaser to determine if a product or system is suitable for its intended use. Neither Owens Corning, nor any of its subsidiary or affiliated companies, assume any responsibility for the content of this specification guide relative to actual projects and specifically disclaim any and all liability for any errors or omissions in design,detail, structural capability, attachment details, shop drawings or other construction related details,whether based upon the information provided by Owens Corning or otherwise. SECTION 07 2116 BATT INSULATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Provide fiberglass batt thermal insulation for exterior envelope assemblies. B. Related Sections: 1. Section 07 21 16,Thermal Blanket Insulation. 2. Section 09 81 16,Acoustic Blanket Insulation. 1.2 References A. Materials shall meet the property requirements of one or more of the following specifications as applicable to the specific product or end use: 1. American Society for Testing of Materials(ASTM): a. ASTM C423 Test Method for Sound Absorption Coefficient by the Reverberation Room Method. b. ASTM C518 Test Method for Steady State Thermal Transmission Properties by Means of the Heat Flow Meter. C. ASTM C665 Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. d. ASTM C1320 Standard Practice for Installation of Mineral Fiber Batt and Blanket Thermal Insulation for Light Frame Construction. e. ASTM E136 Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C. f. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. g. ASTM E119 Test Methods for Fire Tests of Building Construction and Materials. 1.3 SUBMITTALS A. Product Data: Submit data on product characteristics, performance criteria, and limitations, including installation instructions. B. Sustainable Design: Submit manufacturer's sustainable design certifications as specified. BATT INSULATION 072116-1 EcoTouch° Insulation with PureFiber° Technology Guide Specifications 1.4 QUALITY ASSURANCE A. Sustainable Design: Provide products which have received the following certifications: 1. UL Certified Environmental Product Declaration in accordance with ISO 14025. Applies to EcoTouch®Faced-and Unfaced insulation. 2. UL Environment EcoLogo CCD-106, applies to EcoTouch®Faced and Unfaced insulation. 3. GREENGUARD Indoor Air Quality Certified®and GREENGUARD Children & Schools Certifie`ly applies to EcoTouch®Unfaced Batts and EcoTouch®Faced Batts and Rolls. 4. GREENGUARD Formaldehyde Free, applies to EcoTouch®Unfaced and EcoTouch®Faced Batts and Rolls. 5. Scientific Certification Systems SCS-MC-01025, SCS Certified minimum 65% recycled glass content(with at least 41%post-consumer recycled and the balance of pre-consumer recycled glass content),applies to EcoTouch®Unfaced Batts and Rolls. 6. Scientific Certification Systems SCS-MC-02676, SCS Certified minimum 58% recycled glass content(with at least 36%post-consumer recycled and the balance of pre-consumer recycled glass content), applies to EcoTouch®Faced Batts and Rolls. 7. USDA Certified Biobased Products: EcoTouch® unfaced —98 percent; EcoTouch® Kraft-faced— 57 percent; EcoTouchO FSK-faced—78 percent. 1.5 DELIVERY,STORAGE,AND HANDLING A. Deliver materials in manufacturer's original packaging. B. Store and protect products in accordance with manufacturer's instructions. Store in a dry indoors location. Protect insulation materials from moisture and soiling. C. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. D. Do not install insulation that has been damaged or wet. Remove it from jobsite. 1. An exception may be allowed in cases where the contractor is able to demonstrate that wet insulation when fully dried out(either before installation or afterward following exposure to system operating temperatures) will provide installed performance that is equivalent in respects to new, completely dry insulation. In such cases, consult the insulation manufacturer for technical assistance. PART2-PRODUCTS 2.1 MANUFACTURER A. Thermal Insulation: EcoTouch®PINK®FIBERGLASTm Insulation with PureFiber®Technology by Owens- Corning, Toledo, OH 43659;www.owenscoming.com. 2.2 MATERIALS A. EcoTouch® Unfaced Batt Insulation: ASTM C 665, Type I, preformed formaldehyde free glass fiber batt type, unfaced. Includes Unfaced SonoBatts and Sound Attenuation Batts. 1. Noncombustible per ASTM E 136. 2. Flamespread less than 25, smoke developed less than 50 per ASTM E84. 3. ICC Building Code Construction Classification: All types. 4. Water vapor sorption, Maximum by weight: not more than 5 percent. BATT INSULATION 0721 16-2 EcoToucho Insulation with PureFiber° Technology Guide Specifications B. EcoTouch®Kraft Faced Batt Insulation:ASTM C 665, Type II, Class C preformed formaldehyde free glass fiber batt type, Kraft paper faced one side. Includes Kraft faced SonoBatts and EcoTouchO ProPink FastBatt Insulation 1. ICC Building Code Construction Classification: III, IV, V. 2. Perm Rating: 1 perm maximum per ASTM E96. C. EcoTouch®Foil Faced Batt Insulation:ASTM C 665, Type III, Class C preformed formaldehyde free glass fiber batt type,foil faced one side. 1. Flamespread less than 75, smoke developed less than 150 per ASTM E84. 2. ICC Building Code Construction Classification: III, IV, V. 3. Perm Rating: 0.5 perm maximum per ASTM E96. D. EcoTouchO FS-25 Batt Insulation: ASTM C 665, Type II (PSK facing), Class A and Type III (FSK facing), Class A preformed formaldehyde free glass fiber batt, poly/scrim/Kraft(PSK)or foil/scrim/Kraft(FSK)faced on one side. 1. Flame spread less than 25, smoke developed index less than 50 per ASTM E84. 2. ICC building construction classification: all types. 3. Perm Rating: 0.02 maximum per ASTM E96. E. Accessories: Provide accessories per insulating system manufacturer's recommendations, including the following: 1. Tape: Polyethylene self-adhering type for Kraft faced insulation and bright aluminum self-adhering type for foil faced insulation. 2. Insulation Fasteners: Impale clip of galvanized steel; type recommended by insulation manufacturer for particular use intended. 3. Mechanical Insulation Fasteners: FM approved, corrosion resistant, size required to suit application. 4. Wire Mesh: Galvanized steel, hexagonal wire mesh. 5. Spindle Fasteners: Corrosion-resistant wire spindles. 6. Ventilation Baffles: Formed plastic, metal, or cardboard sized to fit full width of rafter spaces. 2.3 PERFORMANCE CRITERIA A. Wood Frame Construction-Walls, R-Value: Per ASTM C518. 1. R-11, 3-1/2 inch (89mm)thickness, 15 inch (381 mm)or 23 inch (584mm)width, 48 inch (1219mm) or 93 inch(2362mm)length. 2. R-13, 3-1/2 Inch (89mm)thickness, 15 inch (381 mm)or 23 inch (584mm)width, 48 inch (1219mm) or 93 inch(2362mm)length. 3. R-15, 3-1/2 inch (89mm)thickness, 15 inch (381 mm)or 23 inch (584mm)width, 93 inch (2362mm) length. 4. R-19, 6-1/4 inch (159mm) thickness, 15 inch (381mm) or 23 inch (584mm) width, 48 inch (1219mm)or 93 inch (2362mm)length. 5. R-21, 5-1/2 inch (139mm) thickness, 15 inch (381mm) or 23 inch (584mm) width, 93 inch (2362mm)length. B. Wood Frame Construction-Roof/Floor/Ceiling, R-Value: Per ASTM C518. 1. R-19, 6-1/4 inch (159mm)thickness, 15 inch (381mm) or 19-1/4 inch (489mm)or 23 inch (584mm) width, 48 inch(1219mm)or 93 inch (2362mm)length. 2. R-22, 6-3/4 inch (171mm) thickness, 15 inch (381mm) or 23 inch (584mm) width, 48 inch (1219mm)length. 3. R-25, 8 inch (203mm) thickness, 15 inch (381mm) or 23 inch (584mm) width, 48 inch (1219mm) length. 4. R-30C, 8-1/4 inch (209mm)thickness, 15-1/2 inch (394mm)or 23-3/4 inch (584mm)width, 48 inch (1219mm)length. BATT INSULATION 072116-3 EcoToucho Insulation with PureFiber° Technology Guide Specifications 5. R-30, 9-1/2 inch (241 mm)thickness, 16 inch (406mm)or 19-1/4 inch (489mm)or 24 inch (584mm) width, 48 inch(1219mm)length. 6. R-38C, 10-1/4 inch (260mm)thickness, 15-1/2 inch (394mm)or 23-3/4 inch(584mm)width, 48 inch (1219mm) length. 7. R-38, 12-1/4 inch (305mm) thickness, 16 inch (406mm) or 24 inch (584mm) width, 48 inch (1219mm)length. C. Metal Frame Construction, R-Value for Batt Insulation: Per ASTM C518, 1. R-8, 2 '/ inch (64mm) thickness, 16 inch (406mm) or 24 inch (609mm) width, 96 inch (2438mm) length. 2. R-11, 3-1/2 inch (89mm)thickness, 16 inch (406mm)or 24 inch (609mm)width, 48 inch (1219mm) or 96 inch (2438mm)length. 3. R-13, 3-1/2 inch (89mm)thickness, 16 inch (406mm)or 24 inch (609mm)width, 48 inch (1219mm) or 96 inch (2438mm)length. 4. R-15, 3-1/2 inch (89mm)thickness, 16 inch (406mm)or 24 inch (609mm)width, 96 inch (2438mm) length. 5. R-19, 6-1/4 inch (159mm) thickness, 16 inch (406mm) or 24 inch (609mm) width, 48 inch (1219mm)or 96 inch (2438mm)length. 6. R-21, 5-1/2 inch (139mm) thickness, 16 inch (406mm) or 24 inch (609mm) width, 96 inch (2438mm)length. PART 3-EXECUTION 3.1 EXAMINATION A. Examine the areas and conditions under which work of this section will be installed. Verify that adjacent materials are dry and ready to receive insulation. Verify mechanical and electrical services within walls have been tested and inspected. B. Provide written report listing conditions detrimental to performance of work in this section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with manufacturer's installation instructions and ASTM C1320. Note to Specifier: Do not use unfaced insulation in exposed applications where there is potential for skin contact and irritation. Note to Specifier: Kraft and standard foil facings will burn and must not be left exposed. The facing must be installed in substantial contact with the unexposed surface of the ceiling, wall or floor finish. Protect facing from any open flame or heat source. B. Friction-fit blanket insulation in place, until the interior finish is applied. Install batts to fill entire stud cavity, with no gaps, voids, or areas of compression. If stud cavity is less than 8 feet in height, cut lengths to friction fit against floor and ceiling tracks. Walls with penetrations require that insulation be carefully cut to fit around outlets,junction boxes, and other irregularities. 1. Do not install insulation on top of or within 3 inches of recessed light fixtures unless the fixtures are approved for such use. BATT INSULATION 0721 16-4 EcoTouch° Insulation with ® PureFibee Technology ' Guide Specif cations. C. In crawl spaces and where the underside of floors are exposed to unconditioned space, insulation shall fill the cavity or be installed in contact with the underside of the decking. If vapor retarder is required by local code, a Kraft vapor retarder must be in contact with a 15 minute thermal barrier. D. Within exterior wall framing, install insulation between pipes and backside of sheathing. Cut or split insulation material as required to fit around wiring and plumbing. E. Where showers and bathtubs are located on exterior walls, install insulation and vapor retarder air barrier between units and exterior. F. If eave ventilation baffles are required, install ventilation baffles at eaves to hold insulation down from roof sheathing and provide positive ventilation from eave to attic space. G. Fluff insulation to full thickness for specified R-value before installation. Do not compress insulation in the cavity during installation, creating gaps or voids that could diminish thermal value. H. Trim insulation neatly to fit spaces. Fill miscellaneous gaps and voids with insulation. I. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. J. For unfaced batt insulation, install with friction fit or retain in place with manufacturer's recommended fasteners or mesh. K. For batt insulation with factory-applied facing, install with vapor retarder membrane facing warm in the winter side of building spaces or as specified by local building code. Lap ends and side flanges of membrane over or between framing members. Tape to seal tears, cuts or misalignments in membrane. L. Secure insulation in place using one of the following methods: Friction fit; staple or nail facing flanges in place as needed, tape in place, retain in place with spindle fasteners, retain in place with wire mesh secured to framing members. 3.3 PROTECTION A. Protect installed insulation from damage due to weather and physical abuse until protected by permanent construction. END OF SECTION Pub No 10019373 ©2014 Owens Corning.All Rights Reserved. BATT INSULATION 072116-5 Submittal Sheet Flame Spread 25 Fiberglass Insulation Y,L = Superior Thermal Performance recessed light fixtures unless the fixtures are 3 ` With the range of R-values available,Flame approved for such use.This is a requirement Spread 25 fiberglass insulation can meet most of the National Electric Code. thermal specifications with ease in between framing or for special applications. Installation Both FSK and PSK Flame Spread 25 { Easy Installation fiberglass insulation facing options are more i ! The product is easy to install and fabricate. abuse-resistant than most other building Flame Spread 25 fiberglass insulation is insulation facings.However,when it is ° designed with flanges for easy installation in installed in areas where the material may be framingapplications.Flame Spread 25 pp p subject to abuse,suitable protection must be �.�� $�j ..• <_� fiberglass insulation is available in convenient provided, widths for wood and metal frame construction. ❑ FSK-faced(Foil) ❑Poly-faced Between Wood Studs ❑ PSK-faced(White) Improves Acoustical Performance Flame Spread FSK and PSK 25 fiberglass Flame Spread 25 fiberglass insulation improves insulation should be fit between the studs acoustical performance by increasing Sound with the flanges stapled to either the face or Description Transmission Class(STC)and Impact the side of the stud every 8-12"to prevent Flame Spread 25 fiberglass insulation is a light Insulation Class(IIC)ratings. gaping or"fish-mouthing"of the vapor density,flexible batt,with a factory applied barrier. facing that has an assured low flame spread. Design Considerations The product is available in R-values ranging Buildings utilizing curtainwall construction may Between Metal Studs from 11 to 30.The FSK(foil-scrim-kraft)and need to be equipped with a sprinkler system,in For most applications Flame Spread 25 light-reflective white PSK(polypropylene- accordance with building code requirements,to fiberglass insulation can be friction-fit in scrim-kraft)facings act as vapor retarders, provide adequate fire protection. place until the interior finish is applied.For and provide a neat,finished appearance.A applications where extra support is desired, single-layer white poly facing is also available Commercial roof/ceiling thermal applications or when applied in heights exceeding 8 feet, where a lower strength facing is appropriate. require that the building envelope block the supplementary support should be provided to movement of air from the outdoor environment hold the product in place until the interior to the conditioned space,Neither the insulation finish is installed. Uses nor its facing should be relied upon to provide Flame Spread 25 fiberglass insulation can be an air barrier.Failure to provide an adequate Exposed Masonry walls used in walls,ceilings and floors where the air barrier could lead to loss of thermal control, Flame Spread 25 fiberglass insulation can be insulation will be left exposed,or where a low discomfort of the building occupants and applied by impaling on stick pins or other flame spread vapor retarder is required.The frozen pipes. similar attachments and then affixing a product is also useful for concealed applica- When insulation is added to the inside locking washer on the pin to hold the tions in noncombustible constructions.Flame perimeter of a structure,the area outside the insulation in place.Caps to cover the ends of Spread 25 fiberglass insulation is designed to insulation becomes exposed to greater the pins should be specked for areas where be installed in between wood and metal temperature extremes.Building structures people may come into contact with them. framing,or attached to surfaces with should be inspected to ensure they can impaling pins. withstand the additional expansion and Under Roof Decks contraction forces.Check for piping which Flame Spread 25 fiberglass insulation may be Features and Benefits should be protected against freezing. wired,pinned or stapled into position. Meets Building Code Requirements The need for and placement of a vapor retarder Consult insulation contractor for preferred in commercial construction depends on many installation method. Because of its low surface burning character- factors.The architect or specifier should istics,Flame Spread 25 fiberglass insulation Be sure to follow the stick pin manufacturer's meets building code requirements for evaluate the requirements of each project. g recommendations in regard to surface exposed applications.The product can be Insulation installed too close to light fixtures preparation and attachment of the fastener to applied to building surfaces without the need may affect the luminaire's performance.Do not the wall and under roof decks, for a separate finish or covering. install insulation on top of or within 3 inches of For wall and under roof deck applications,the Flame Spread.25 Fiberglass Insulation minimum number of stick pins needed for Flame Spread 25 Fiberglass Insulation Technical Data Flame Spread 25 fiberglass insulation batts and blankets in thicknesses up to and Width Length Thickness In "(mm) in including 6 1/4"R-19 are shown in the �{mm) In (mm) In`(mm) R•value*..- diagrams below.Stick pins should be placed 3-6 Metal Frame 16 (406) 24 (609) 96 (2438) 31/2 (89) 11.0 in from the edge(s)of the product. Construction 16 (406) 96 (2438) 31/2 (89) 13.0 Product should be kept dry during shipping, 16 (406) 24 (609) 96 (2438) 61/4 (159) 19.0 storage and installation. 16 (406) 24 (609) 48 (1219) 91/2 (241) 30.0 Applicable Standards Wood Frame 23 (584) 93 (2362) 31/2 (89) 11.0 Construction 23 (584) 93 (2362) 31/2 (89) 13.0 Flame Spread 25 FSK-faced insulation 15 (381) 23 (584) 93 (2362) 61/4 (159) 19.0 complies with ASTM 0665,Type III,Class A. 15 (381) 23 (584) 93 (2362) 51/2 (140) 21.0 Flame Spread 25 PSK(polypropylene-scrim- kraft)and poly-faced insulation complies with the requirements of ASTM C 665,Type II, *The higher the R-value,the greater the insulating power.Ask your Owens Corning representative for the fact sheet Class A.The base insulation meets ASTM E on R-values. 136. The thermal resistance values for Flame Surface Burning Characteristics/Building Code Construction Classifications Spread 25 fiberglass insulation were tested in Flame Smoke accordance with ASTM C 518;R-value for .Spread,° Developed; ICBOBOCA :SBCCI .ICC insulation only. The surface burning characteristics of Flame FSK-faced 25 50 All Types All Types All Types All Types Spread 25 fiberglass insulation were derived Poly-faced 25 50 All Types All Types All Types All Types from product tests per ASTM E 84.This PSK-faced 25 50 All Types All Types All Types All Types standard is used solely to measure and describe properties of products in response to Flame Spread 25 fiberglass insulation complies with Uniform Building Code(ICBG),National Building Code(BOCA), heat and flame under controlled laboratory Standard Building Code(SBCCI)and International Building Code(ICC)model code requirements for building conditions.These numerical ratings are not construction types listed above. intended to reflect hazards presented by this or any other material under actual fire conditions.Values are reported to the nearest five rating. +.Vapor Retarder :FSK PSK Poly The vapor retarder permeance of the FSK Batt Blanket facing on Flame Spread 25 fiberglass XX FX Perms Maximum 0.02 0.02 0.7 insulation was developed.from tests con- ducted in accordance with ASTM E 96, X -Water Absorptiondesiccant method. uq ro ;up io` X Max.by Volume Less than 0,50% 96" X 98"; X ;'Dimensional Stability Ix X ix X Linear Shrinkage Less than 0.1% F--48'� Light Reflectance , PSK-faced Percent 0.80 • • e OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 1-800-GET-PINK www.owenscorning.com FOAMULAR'Is a trademark of Owens Coming.The color PINKY is a registered trademark of Owens Coming. Pub.No.3-IN-18142-G Printed in U.S.A.,October 2003 Copyright©2003 Owens Coming. 0 EcoTouch° Flame Spread 25 Fiberglas M Insulation a with PureFiber° Technology INNOVATIONS FOR LIVING* Product Data Sheet Features and Benefits Read This Before You Buy s. Meets Building Code Requirements What you should know Because of its low surface burningabout R-Values characteristics, Flame Spread 25 The chart shows the R-value P of this insulation. R means insulation meets building code requirements for exposed resistance to heat flow. applications.The product can be The higher the R-value,the greater the insulating ower, applied to building surfaces g g P Com are insulation R-values ,. without the need for a separate P " �- ou bu finish or covering. before Y Y, Excellent Thermal Performance There are other factors to © ' With the range of R-values consider. The amount of available, Flame Spread 25 insulation you need depends insulation can meet most thermal mainly on the climate,the type specifications with ease in and size of your home, and between framing or for special your fuel use patterns and applications. family size. If you buy too Description much insulation, it will cost you EcoTouchO Flame Spread 25 Easy Installation more than you'll save on fuel. Fiberglas insulation is a light The product is easy to install and density, flexible batt, with a fabricate. Flame Spread 25 To get the marked R-value, it factory applied facing that has an insulation is designed with flanges is essential that this insulation assured low flame spread.The for easy installation in framing be installed properly. product is available in R-values applications. Flame Spread 25 ranging from I I to 30. The FSK insulation is available in convenient (foil-scrim-kraft) and light- widths for wood and metal frame reflective white PSK construction. (polypropylene-scrim-kraft) facings act as vapor retarders, and provide a neat, finished appearance. Uses Technical Data Flame Spread 25 insulation can be EcoTouch®Flame Spread 25 Fiberglas Insulation used in walls, ceilings and floors width, 1.Length, Thickness R-value' where the insulation will be left Metal Frame Construction 16"(406mm) 24"(609mm) 96"(2,438mm) 3%a(89mm) 11.0 exposed, or where a low flame 16"(406mm) 96"(2,438mm) 3W(89mm) 13.0 spread vapor retarder is required. 16'(406mm) 24"(609mm) 96"(2,438mm) 6/."(159mm) 19.0 The product is also useful for 16"(406mm) 24"(609mm) 48"(1,219mm) 9%z"(89mm) 30.0 concealed applications in Wood Frame Construction 23"(584mm) 93"(2,362mm) 3%z"(89mm) 11.0 noncombustible constructions. 23"(584mm) 93"(2,362mm) 3Y2 (89mm) 13.0 Flame Spread 25 insulation is IS"(381 mm) 23"(584mm) 93"(2,362mm) 6r"(159mm) 19.0 designed to be installed in 15"(381 mm) 23"(584mm) 93"(2,362mm) 5%(140mm) 21.0 between wood and metal 1. The higher the R-value,the greater the insulating power.Ask your Owens Corning representative for the fact sheet framing, or attached to surfaces on R-values. with impaling pins, 0 EcoTouch° Flame Spread 25 Fiberglas M Insulation a with PureFiber° Technology INNOVATIONS FOR LIVING* Product Data Sheet Improves Acoustical Performance Figure I Flame Spread 25 insulation improves acoustical performance Batt Blanket by increasing Sound Transmission X X X X Class (STC) and Impact Insulation Class (IIC) ratings. Up To Up To X Design Considerations 96° 96° Buildings utilizing curtainwall X X X construction may need to be equipped with a sprinkler system, in accordance with building code X requirements,to provide adequate fire protection. Commercial roof/ceiling thermal X Up To X X Up To X applications require that the I— 24° —{ I 48' —1 building envelope block the movement of air from the outdoor environment to the conditioned space. Neitherthe insulation nor its facing should be Product Data relied upon to provide an air Vapor Retarder FSK PSK Poly barrier. Failure to provide an Perms Maximum 0.02 0.02 0.7 adequate air barrier could lead to loss of thermal control, water Absorption discomfort of the building Maximum by Volume Less than 0.50% occupants and frozen pipes. Dimensional.Stability When insulation is added to the Linear Shrinkage Less than 0.1% inside perimeter of a structure, the area outside the insulation tight Reflectance becomes exposed to greater PSK-faced Percent 0.80 temperature extremes. Building structures should be inspected to Surface Burning Characteristics/Building Code ensure they can withstand the Construction Classification additional expansion and Product Flame Spread Smoke Developed ICG contraction forces. Check for FSK-faced 25 50 All Types piping which should be protected PSK-faced 25 50 Ail Types against freezing. EcoTouch®Flame Spread 25 Fiberglas'"insulation complies with International Building Code(ICC)model code requirements for building construction types listed above. The need for and placement of a vapor retarder in commercial construction depends on many factors.The architect or specifier should evaluate the requirements of each project. 0 EcoTouchO Flame Spread 25 Fiberglas TI Insulation ® with PureFiber° Technology INNOVATIONS FOR LIVING' Product Data Sheet Insulation installed too close to Under Roof Decks other material under actual fire light fixtures may affect the Flame Spread 25 insulation may conditions.Values are reported luminaire's performance. Do not be wired, pinned or stapled into to the nearest fire rating. install insulation on top of or position. Consult insulation within 3" of recessed light fixtures contractor for preferred The vapor retarder permeance unless the fixtures are approved installation method. of the FSK facing on Flame for such use. This is a requirement Spread 25 insulation was of the National Electric Code. Be sure to follow the stick pin developed from tests conducted manufacturers recommendations in accordance with ASTM E96, Installation in regard to surface preparation desiccant method. Both FSK and PSK Flame Spread 25 and attachment of the fastener to Flame Spread 25 insulation the wall and under roof decks. insulation facing options are more contains fiberglass wool, which is abuse-resistant than most other For wall and under roof deck a possible cancer hazard. To avoid building insulation facings. applications,the minimum this possible cancer hazard, However, when it is installed in number of stick pins needed for minimize breathing fiber glass areas where the material may be Flame Spread 25 insulation batts wool dust. Use a properly fitted subject o abuse, suitable and blankets in thicknesses up to NIOSH or MSHA approved protection should be provided. and including 6%" R-19 are shown disposable dust respirator such as Between Wood Studs in Figure I. Stick pins should be the 3M model 8210 (Model 8271 Flame Spread FSK and PSK 25 placed 3-6" in from the edge(s) of in high humidity environments) or insulation should be fit between the product. equivalent when installing or the studs with the flanges stapled removing this product in poorly- to either the face or the side of during shipping, storage and crawls ace s the stud every 8-12"to prevent P gaping or"fish-mouthing" of the installation. Fiber Glass and Mold: vapor barrier. Applicable Standards As manufactured, fiberglass Between Metal Studs Flame Spread 25 FSK-faced insulation is resistant to mold For most applications Flame Spread insulation complies with ASTM growth. However, mold growth 25 insulation can be friction-fit in C665,Type III, Class A. Flame can occur on building materials, place until the interior finish is Spread 25 PSK (polypropylene- including insulation, when it applied. For applications where scrim-kraft). becomes contaminated with extra support is desired, or when organic material and when water The thermal resistance values for is resent.To avoid mold growth applied in heights exceeding 8', Flame Spread 25 insulation were P supplementary support should be tested in accordance with ASTM on fiberglass insulation, remove provided to hold the product in any water that has accumulated place until the interior finish is C518; R-value for insulation only. and correct or repair the source installed. The surface burning characteristics of that water as soon as possible. of Flame Spread 25 insulation Insulation that has become wet Exposed Masonry Walls were derived from product tests should be inspected for evidence Flame Spread 25 insulation can be per ASTM E84. This standard is of residual moisture and applied by impaling on stick pins used solely to measure and contamination, and any insulation or other similar attachments and describe properties of products that is contaminated should be then affixing a locking washer on in response to heat and flame promptly removed and replaced. the pin to hold the insulation in under controlled laboratory place. Caps to cover the ends of conditions. These numerical the pins should be specified for ratings are not intended to reflect areas where people may come hazards presented by this or any into contact with them. EcoTouch° Flame Spread 25 Fiberglas' Insulation ® with Pure Fiber° Technology INNOVATIONS FOR LIVING' Product Data Sheet Children&Schools y "s Disclaimer of Liability alRoorAirEENGUARD® Technical information contained herein is furnished i without charge or obligation and is given and accepted Quality Certified { at recipient's sole risk.Because conditions of use mays° vary and are beyond our control,Owens Corning makes no representation about,and is not responsible or OWENS CORNING INSULATING SYSTEMS,LLC liable forthe accuracyor reliability ofdata associated ONE OWENS CORNING PARKWAY with particular uses of any product described herein. • TOLEDO,OHIO 43659 Nothing contained in this bulletin shall be considered a e 1-800-GET-PINK® recommendation, INNOVATIONS FOR WING' www.owenscorning.com The GREENGUARD INDOOR AIR QUALITY Pub. No. 18142-M. Printed in U.S.A. December 2011. THE PINK CERTIFIED mark is registered certification mark PANTHERTM&01964-2011 Metro-Goldwyn-Mayer Studios Inc.All Rights us ed under license through the GREENGUARD Reserved.The color PINK is a registered trademark of Owens Corning. Environmental Institute. ©2011 Owens Corning. ♦ s 0 0 EcAuch TM MUTE SPEORCAMNS INNOVATIONS FOR LIVING® SUBMITTAL SHEET SPEGAL EDITION SI )' j ,iy ' ; r t a� i # 5 5 1 r } Fill RP Submitted To: 3' S gg 1 13 4 r rr�NY r 5" r;' Submitted B ,,r atr 1 y. , 1 5 Date: Job Reference: New Owens Corning EcoTouchT" PINK® FIBERGLAS'" Insulation with PureFiber®Technology INNOVARONS FON LIVING' Owens Corning EcoTouch'' Insulation with PureFiber°Technology delivers industry-leading thermal and acoustical performance and is formaldehyde free. EcoTouchTM insulation was designed to enable consistently high quality installations, making homes more comfortable, energy efficient and sustainable. Performance & Productivity Benefits: • Guaranteed thermal performance for the life of the home • 2 out of 3 professional installers prefer EcoTouch' insulation over all fiberglass insulation competitors for ease of handling and installation' • Easier to cut and split with less dust than other fiberglass insulation products' • Installs faster' than other fiberglass insulation products' • Excellent stiffness and recovery characteristics means EcoTouch'h' insulation completely fills the cavity, eliminating gaps and the need for additional handwork.' • Easily cut and split to insulate odd shaped cavities and around outlets, switches and other small spaces' Sustainability Benefits: • Certified to include 50%total recycled content, including a minimum of 30% post-consumer recycled content—the highest certified percentage in the fiberglass insulation industry2 • GREENGUARD Children & Schools certifieds' and verified to be formaldehyde free' • Contains more than 99% natural ingredients4 • Enables homes and buildings to achieve energy-efficiency and green building certifications including; the Environmental Protection Agency's ENERGY STAR°;the National Association of Home Builders' National Green Building Standard; and the U.S. Green Building Council's Leadership in Energy and Environmental Design (LEEDO). I According to 2010 clinical trial conducted in Toronto,Canada by Ducker Worldwide on behalf of OC Insulating Systems,LLC. 2 Certified by Scientific Certifications Systems to have a minimum cf 50 percent recycled glass content,with at least.30 percent post-consumer recycled and the balance pre-consumer recycled glass content. 3 Owens Corning"EcoTouch'Unfaced FIBERGLAS'insulation is verified to be formaldehyde free by the GREENGUARD Environmental Institute. 4 Unfaced insulation is made with a minimum of 99 percent by weight natural materials consisting of minerals and plant-based compounds. Chlldren85chooh _, , Environment �2�N REENGUARD® fir' `" I k EroLogdmCCD-016 5 IndoorAlrQualiryCerdfied I-----�----' ApPc.atoEaaTaaa,�Unfea,dwwaran `'`_�''^'�" ew-y�ca cva:M GREENGUARD Indoor Air Guarrty and GREENGUARD Mildmn& Sehoolaa appll.a to Ee Touch-Unfacod Batts,EcoTouch-Facad Bat.and Unbondod Loosofi11 insulat]m.GREENGUARD Formaldehyde zees aamr.etms,vrcr t- applloa to E-Toueh-Unfae.d Batts and unbondad IoasoRll ?a%P;uumnamer mwladon• eaG+raromwrwnoxarerEe,s ORE GUARD Children&Schoola'aappliea to Flamo Spread 25 era-na•o.se FSK F—d;nam.Spread Z Eatandod Mn..PSK Fa—L Sound SW Fa%rasssMa roetw.eadMe to An...adon Bon Insulationi So ba.e Insulation Unfacod; Fa.Tourn'°U,damd WiaeM Rdls. Sonobat.•Insulatioin Kmn•Facad and Motal building insulation. EmTwdi^Faced Rem aM wb, tumEOlnsulalm,,Mater Wllafrq Ineulabana en.tlwJblaAlr nananW w-,.dw.. 2 • 0 EcoTouch' Unfacecl Insulation INNOVATIONS FOR HYING' with PureFiber®Technology EccTouch'' Unfaced Insulation is designed to improve the thermal performance of wall and roof/ceiling assemblies. EcoTouch' Insulation fits tightly between � n�, „ framing and is held in place by friction. '�• a a f � � . r "^•'"i t'f�J J o, Cathedral Batts are designed to fit tightly between cathedral rafters and when ''t$ �p ��,"°� j s Y4yzt r ;er psi e � properly installed, still provide the necessary air ventilation space above the insulation. '- fii4, E `V s pt ❑ Unfaced Technical Data IkNalue* e I Width Length Thickness Metal Frame Construction 13 ❑16"(406mm) ❑24"(609mm) ❑96"(2,438mm) 3W(89mm) IS ❑16'(406mm) 1124'(609mm) ❑96'(2,438mm) 3W(89mm) 19 ❑ 16"(406mm) ❑24"(609mm) ❑48"(1,219mm) ❑96"(2,438mm) 6%'(159mm) 21 ❑16'(406mm) ❑24"(609mm) ❑96"(2,438mm) 5W(139mm) Wood Frame Construction I I ❑15'(381mm) ❑23"(584mm) ❑93'(2,362mm) ❑105"(2,664mm) 3%z°(89mm) 13 ❑ 1I"(279mm) ❑ 19'/,"(488mm) ❑93"(2,362mm) 3%z(89mm) 13 ❑ 15"(381 mm) ❑23"(584mm) 1193'(2,362mm) ❑ 105"(2,664mm) 3W(89mm) 15 ❑ 15"(381mm) 1123"(584mm) ❑93"(2,362mm) ❑105'(2,664mm) 3%(89mm) 19 ❑ 15"(381mm) ❑23"(584mm) ❑93"(2,362mm) ❑105'(2,664mm) 6'/,'(159mm) 19 ❑19'/,'(488mm) ❑48"(1,219mm) 6Y,,"(159mm) 21 ❑ 15'(381mm) ❑23"(584mm) ❑93'(2,362mm) 5Y2'(139mm) Roof/Ceiling Construction 19 0 15"(381mm) ❑23"(584mm) ❑48"(1,219mm) ❑93"(2,362mm) 6%"(159mm) 19 ❑16"(406mm) ❑ 19'/,"(488mm) ❑24"(609mm) ❑48'(1,219mm) ❑96'(2,438mm) 6'/,"(159mm) 22 ❑15'(381mm) ❑23'(584mm) ❑24"(609mm) ❑48"(1,219mm) 6'/,"(171mm) ❑23"(584mm) ❑96'(2,438mm) 8"(203mm) 25 ❑ 16"(406mm) ❑19'/,"(488mm) ❑24'(609mm) ❑96"(2,438mm) 8"(203mm) 30 ❑ 15"(381mm) ❑23"(584mm) ❑48'(1,219mm) 9%:"(241mm) 30 ❑16'(406mm) ❑ 19'/,"(488mm) ❑24"(609mm) ❑48"(1,219mm) 9W(241mm) 30C ❑15%(394mm) ❑23'/.'(603mm) 1148"(1,219mm) 8'/,'(209mm) 38 ❑16'(406mm) ❑24"(609mm) ❑48'(1,219mm) 12'(305mm) 38C ❑ 15%(394mm) ❑23'/,"(603mm) 1148"(1,219mm) 10/,'(260mm) EcoTouch"Unfaced Insulation complies with the property requirements of ASTM C 665,Type I and ASTM E 136. *R-values differ.Find out why in the seller's fact sheet on R-values.Higher R•value means greater insulating power. Surface Burning Characteristics/Building Code Construction Classification Flame Spread Smoke Developed ICC <25 <50 All Types 3 EcoToucW(Craft-Faced Insulation with PureFiber®Technology INNOYAFIONS FOR HYING' `? EccTouch- Kraft-faced Insulation is designed to improve the thermal A, 9 , performance of wall and roof/ceiling assemblies. Ecoi Kraft-faced o Insulation has a strong asphalt-coated paper facing on one side. Stapling flanges are provided for standard wood frame widths. Cathedral Batts are designed to fit tightly between cathedral rafters without stapling the flanges and when properly installed,still provide the necessary air ventilation space above the insulation. 3 41 f S 4 tk Sc � ❑ Kraft Faced Perm Rating I Technical Data R-Value* Width Length Thickness Metal Frame Construction I 1 ❑ 16'(406mm) ❑24"(609mm) ❑48"(1,219mm)* ❑96'(2,438mm) 3%x'(89mm) 13 ❑ 16"(406mm) ❑96'(2,438mm) 3Y2"(89mm) 19 ❑16"(406mm) 1124"(609mm) ❑48"(1,219mm) ❑96"(2,43 8mm) 6%,"(159mm) Wood Frame Construction I 1 ❑ 15'(381mm) ❑23'(584mm) ❑93"(2,362mm) ❑105"(2,664mm) 3Y2'(89mm) 13 ❑ 11"(279mm) ❑93"(2,362mm) 3%2"(89mm) 13 ❑ 15"(381mm) ❑23'(584mm) 1193'(2,362mm) ❑105'(2,664mm) 3%2"(89mm) 15 ❑15'(381mm) ❑23'(584mm) ❑93'(2,362mm) ❑105'(2,664mm) 3Y2'(89mm) 19 ❑11'(279mm) ❑93"(2,362mm) 6/,'(159mm) 19 ❑ 15"(381mm) ❑19'/,'(488mm) ❑23"(584mm) ❑93'(2,362mm) ❑105'(2,664mm) 6/,"(159mm) 21 ❑ 15"(381mm) ❑23"(584mm) ❑93'(2,362mm) 5Y2"(139mm) Floor/Roof/Ceiling Construction 19 ❑ I I'(279mm) ❑15"(381mm) ❑23"(584mm) ❑48"(1,219mm) ❑93'(2,362mm) 6'/,"(159mm) 19 ❑16"(406mm) ❑ 19Y,,'(488mm) ❑24'(609mm) ❑48"(1,219mm) ❑96"(2,438mm) 6'/,"(159mm) 22 ❑15"(381mm) ❑23'(584mm) ❑48'(1,219mm) 6'/.'(171mm) 30 ❑ 12"(305mm) ❑ l9'/,"(488mm) ❑48"(1,219mm) 9%2"(241mm) 30 ❑ 16"(406mm) ❑24"(609mm) ❑48"(1,219mm) 9%2"(241mm) 30C ❑15Y2(394mm) ❑23'/,"(603mm) ❑48'(1,219mm) 8'/,'(209mm) 38 ❑16"(406mm) ❑24'(609mm) ❑48'(1,219mm) 12"(305mm) 38C ❑15%z(394mm) ❑23%"(603mm) ❑48"(1,219mm) 10'/,'(260mm) EcoTouch"Kraft-faced Insulation complies with the property requirements of ASTM C 665,Type 11,Class C. "R-values differ,Find out why in the sellers fact sheet on R-values.Higher R-value means greater insulating power. Surface Burning Characteristics/Building Code Construction Classification Flame Spread Smoke Developed ICC NIR N/R III,IV,y EcoTouch"Kraft-faced Insulation will bum and must not be left exposed.The facing must be installed in substantial contact with the finish material.Protect facing from open flame or heat source. 4 ® EcoToucW' Foil faced Insulation INNOVATIONS FOR LIVING' with PureFiber®Technology Technical Data R-Value` Width Length Thickness ,rI' Metal Frame Construction 11 ❑ 16"(406mm) [124"(609mm) ❑96"(2,438mm) 3Y2"(89mm) ' 1 13 q 16'(406mm) ❑24°(609mm) ❑96°(2,438mm) 3%"(89mm) ,r 19 ❑ 16"(406mm) ❑24"(609mm) ❑96"(2,438mm) 6A"(159mm) Floor/Roof/Ceiling Construction 19 ❑16"(406mm) ❑24'(609mm) ❑96°(2,438mm) 6X"(159mm) 30 ❑ 16"(406mm) ❑24"(609mm) ❑48'(1,219mm) 9%(241 mm) Foil faced EcoTouch"Thermal Batt Insulation complies with the property requirements of ASTM C 665,Type III,Classy a f�ry,P B and C. Y Surface Burning Characteristics/Building Code Construction Classification Flame Spread Smoke Developed ICC 75 150 111,1v,v ❑ Foil Faced Perm Rating 0.50 EccTouch'Foil faced Insulation will burn and must not be left exposed.The facing must be installed in substantial ECOTOUCh M Foil faced Insulation is contact with the finish material.Protect facing from open flame or heat source. "'R-values differ.Find out why in the seller's fact sheet on R-values.Higher R-value means greater insulating power. designed to improve the thermal performance of wall and roof/ceiling assemblies. EcoTouch'' Foil faced Insulation has an aluminum foil kraft facing on one side.Stapling flanges are provided for standard wood framing widths. EcoToucW Flame Spread 25 Insulation with PureFiber®Technology Technical Data R-Value` Width Length Thickness Facing** l Metal Frame Construction 11 ❑ 16°(406mm) ❑24"(609mm) ❑96°(2,438mm) 3%z'(89mm) FSK "If 13 ❑ 16"(406mm) ❑24"(609mm) ❑96"(2,438mm) 3Y2"(89mm) FSK 19 ❑ 16°(406mm) ❑24'(609mm) ❑96"(2,438mm) 6W(159mm) FSK i 30 ❑ 16°(406mm) ❑24"(609mm) 1148-(1,219mm) 9%z°(241mm) FSK/PSK ¢ 38 1:116°(406mm) E324°(609mm) 1148°(1,219mm) 12"(305mm) FSK/PSK Wood Frame Construction 19 [115"(381mm) El23°(584mm) 1193'(2,362mm) 6A"(159mm) FSK/PSK `« *The higherthe R-value,the greaterthe insulating power.Ask your Owens Corning representative forthe fact sheet on R-values.EccTouch-Flame Spread 25 Thermal Batt Insulation with FSK complies with the property requirements of i ASTM C 665.Type 111,Class A.PSK-faced complies with the property requirements of ASTM C 665 Type 11,Class A. , I **Check local supplier for availability of different types of facings. "" 1 Surface Burning Characteristics/Building Code Construction Classification — Flame Spread Smoke Developed ICC ❑ FSK-faced (Foil) Perm Rating 0.02 25 50 All Types ❑ PSK-faced (White) Perm Rating 0.02 EcoTouch'°'Flame Spread 25 Insulation is designed to improve the thermal performance of roof/ceiling assemblies and other applications requiring a low flame spread vapor retarder. EcoTouch'Flame Spread 25 Insulation is available in a reinforced foil laminate (Foil-Scrim-Kraft, FSK) or a light reflective white poly facing (Poly-Scrim-Kraft, PSK) which helps improve interior lighting.Facing is supplied with regular or extended flanges for easy installation, 5 PROPINK FastBatt® Insulation INNOVATIONS FOR LIVING' with PureFiber®Technology Technical Data iu R-Value* Width Length Thickness ' � Iv 13 ❑ 15%°(387mm) ❑93°(2,362mm) ❑105"(2,664mm) 3%z"(89mm) L. _ IS ❑IS'(381 mm) ❑93°(2,362mm) ❑105'(2,664mm) 3%a(89mm) 19 ❑15'/,"(387mm) ❑93"(2,362mm) ❑105"(2,664mm) 6'/,°(159mm) 11 Kraft Faced Perm Rating 1.0 21 ❑15"(381 mm) ❑93'(2,362mm) ❑105"(2,664mm) 5%:(139mm) PROPINK FastBate Insulation is a Surface Burning Characteristics/Building Code Construction Classification flexible,fiberglass insulation batt Flame Spread Smoke Developed ICC with a flangeless kraft facing.This N/R N/R III,IV,y product is designed for"friction fit" Federal Specification HH-1-521F has been canceled and is replaced by ASTM C 665. application, requiring no stapling to 'R-values differ.Find out why in the seller's fact sheet on R-values.Higher R-value means greater insulating power. hold the batt in the cavity. Desiccant method Kraft-faced Insulation will burn and must not be left exposed.The facing must be installed in substantial contact with the In addition the kraft facing provides a finish material.Protect facing from open Flame or heat source. vapor retarder membrane required by many building codes. QuietZone®Acoustic Batts with PureFiber®Technology v ins Technical Data t z Width Length g Thickness , fE, Wood Frame Construction ❑ 15'(381mm) ❑93'(2,362mm) 3%:(89mm) P�1 ❑15'(381 mm) ❑105°(2,667mm) 3Y2"(89mm) ❑23'(584mm) ❑93°(2,362mm) 3W(89mm) 0, Unfaced ❑ 15W(387mm) ❑93'(2,362mm) 3%z(89mm) ❑15Y4"(387mm) ❑105"(2,667mm) 3%i(89mm) ❑16'(406mm) 1193'(2,362mm) 5%:"(139mm) ❑23YV(584mm) ❑93"(2,362mm) 3W(89mm) Dimensional stability-Linear shrinkage Iessthan 0.1%,Water absorption max.byvolume less than 0.05% Surface Burning Characteristics/Building Code Construction Classification ❑Unfaced Flame Smoke ❑ Kraft-faced 'Products Spread Developed ICC QuietZone®Batt is fiberglass Unfaced 25 50 All Types acoustic batt insulation designed Kraft-faced N/R N/R 111,IV,y to absorb sound vibrations in wall, Kraft facing will bum and must not be left exposed.Protect facing from open Flame or heat source. floor and ceiling applications for noise control, 6 ® Sonobatts® Insulation INNOVATIONS FOR LIVING' with PureFiber®Technology Technical Data 0 f N R-Value* Width Length Thickness t I1 ❑24"(609mm) ❑48"(1,219mm) 3Y2'(89mm) 13 ❑24"(609mm) ❑48'(1,219mm) 3%"(89mm) i § p 19 ❑24"(609mm) ❑48"(1,219mm) 6A'(159mm) s{ mSS? 30 ❑24"(609mm) ❑48"(1,219mm) 9%:(241 mm) t 38 ❑24"(609mm) ❑48"(1,219mm) 12"(305mm) Unfaced Sonobatts®Insulation complies with the property requirements of ASTM C 665,Type I and ASTM E 136. t s Kraft-faced Sonobatts®Insulation complies with the property requirements of ASTM C 665,Type II,Class C. 4�'e *R-values differ.Find out why in the sellers fad sheet on R-values.Higher R-value means greater insulating power, Air Erosion ., /�� / {=` ' a Air Velocities per UL 181 Up to 1,000 fpm Less than 0.1% l Fic rr � Surface Burning Characteristics/Building Code Construction Classification Products Flame Spread Smoke Developed ICC ❑Unfaced Unfaced 10 10 All Types ❑ Kraft-faced Perm Rating I Kraft-faced N/R NIR III,IV,y Kraft facing on Sonobatts®Insulation will burn and must not be left exposed.The facing must be installed in substantial contact with an approved ceiling construction material.Protect facing from open Flame or heat source. Unfaced Sonobatts° Insulation is designed to provide additional thermal and acoustical control when used above a suspended ceiling system. Sonobatts®insulation is composed of glass fiber insulation. Kraft-faced Sonobatts®Insulation is designed to provide additional thermal and acoustical control when used above a suspended ceiling system. Sonobatts°insulation is composed of glass fiber insulation with a strong asphalt-coated kraft facing on one side. Sound Attenuation Batts with PureFiber®Technology Technical Data R-Value* Width Length Thickness Metal Frame Construction 3 8 ❑16"(406mm) ❑24"(609mm) ❑96"(2,438mm) 2%(64mm) 4 iv sx `r`r 1t V sy t a r I I ❑16"(406mm) ❑24"(609mm) ❑96"(2,438mm) 3W(89mm) Sound Attenuation Batt Insulation complies with the property requirements of ASTM C 665,Type I and ASTM E 136, g ,^ *R-values differ.Find out why in the seller's fact sheet on R-values.Higher R-value means greater insulating power. s% :•s s J J r �t#��a �x Surface Burning Characteristics/Building Code Construction Classification `` r Flame Smoke Products Spread Developed ICC Unfaced 10 10 All Types - yp � K � � ) +� t r fill, 1! ti,Al Acoustical Performance Mounting 1/3 Octave Band Center Frequency(Hz) ❑ Unfaced Thickness Type** 125 250 S00 1000 2000 4000 NRC* 2Y2' A 0.21 0.62 0.93 0.92 0.91 1.03 0.85 Sound Attenuation Batts (SABs)are 3%z" A 0.48 1,00 1.12 1,03 0.97 0.96 1.05 2Y21' E-405 0.59 0.84 0.79 0.94 0.96 1.12 0.90 designed for use in interior partition 3%' E-405 0.73 0.98 0.98 1.05 1.08 1.15 IAO systems where sound control *Noise Reduction Coefficient between rooms is required. SABs, **Type A—Material placed against a solid backing such as a block wall. composed of unfaced glass fiber E-405—Material placed over a 16 inch air space.Data includes facings exposed to sound source,if specified. insulation, can improve partition STC ratings by up to 10 dbs. 7 Standard Specifications INNOVATIONS FOR LIVING* Standard Specifications Commercial Products ASTM C 553 ASTM C 612 ASTM C 665 ASTM C 7641 ASTM E 84* ASTM E 136 ASTM E 119 UL 723, EcoTouch'Thermal Batt Insulation TYPE 1 25,50 X US 20,20 Unfaced CAN 25,50 EcoTouch'°Thermal Batt Insulation TYPE II,CL.C N/R Kraft-Faced EcoTouch'Thermal Batt Insulation TYPE 111, 75,150 Foil Faced CL.B&C EcoTouch'Flame Spread 25 FSK Faced TYPE III,CL.A 25,50 EcoTouch"Flame Spread 25 TYPE 11,CL.A 25,50 Extended Flanges PSK Faced PROPINK FdstBatt®Insulation TYPE II,CL.C N/R QuietZone®Acoustic Batt Insulation TYPE 11,CL.C 25,50 QuietZone°Shaftwall Insulation TYPE 1 25,50 X US 20,20 CAN 25.50 Sonobatts°Insulation Unfaced TYPE 1 25,50 X US 20,20 CAN 25,50 Sonobatts®Insulation Kraft-Faced TYPE 11,CL.C N/R Sound Attenuation Batt Insulation TYPE 1 25,50 X US 20,20 CAN 25.50 'Values listed as 25,50 are within the code requirement maximums. Owens Corning is committed to helping you improve your energy performance and make your buildings Energy Star®buildings. Some products have limited geographic offerings. Contact your Area Sales Manager for product availability, r, 1-: Children&Schools � ! al000rAirEENGUARD® a R-values differ. Find out whyIn the 4 scscemnm �. seller's fact sheet on R-values. Higher Quality Certlfled -----1 tYiinlmu mrW% y P,ecrlxcwftrit , R-values mean greater insulating GREENGUARDlndaa,Ai,Quality end GREENGUARD Child—&Schacht- applies to EceT,ch-Unfaced Bans,EwToueh-Faced Bans and Unbonded power. LoosoRll insula ion.GREENGUARD Formaldahydo Fre,applies to E,,Touch 39 Pcsl Cc so mcr Unfaced Basta and unbonded Iwsefil I Insulation. 20%P--- GREENGUARD Children&Schwb"Ipplies to Flame Spread 25 FSK Faced; aelEutptoce—aaamnes Flame Spread 25 Extended Flanges PSK Faced;Sound Attenuation Batt acs-Na0t02e Insulation;Sombatts'Insulation Unfaced;Soncbattae InaaMain Kraft-Fawd and Metal building Imulation. SCS 50%reeydod cam ant applies to EwTwch-Unfacod Rare aad Rolls, E.Touch—Faced Bmnand Rolls, Loosefill insulation,Most building Insulation praducta and flasiblo Alr handling P.d.. LUI Environment 4 Disclaimer of Liability ` — ECOLoga CCU-016 Technical information contained herein is furnished AppiesbE<oTouchTMUn/acedlnauauon without charge or obligation and is given and accepted SIMON at recipient's sole risk.Because conditions of use may vary and are beyond our control,Owens Corning makes no representation about,and is not responsible or liable for the accuracy or reliability of data associated with particular uses of any product described herein. Nothing contained in this bulletin shall be considered a recommendation. The GREENGUARD INDOOR AIR QUALITY CERTIFIED mark is registered certification mark used under license through the GREENGUARD Environmental OWENS CORNING INSULATING SYSTEMS,LLC Insttute. ONE OWENS CORNING PARKWAY TOLEDO,OHIO 43659 • o ENERGY STAR and the ENERGY STAR mark are • registered trademarks of the U,S.Environmental 1-800-GET-PINK® Protection Agency. INNOVATIONS FOR MW www.owenscorning.com Pub.No.10013917-B.Printed in U.S.A.March 2011.THE PINK PANTHERTM LEED is a registered trademark ofthe U.S.Green &01964-2011 Metro-Goldwyn-Mayer Studios Inc.All Rights Reserved.The Building Council. color PINKisa registerecitrademarkof Owens Corning.020111 Owens Corning. 8 Owens Corning Building Insulation ; ® and ASTM C 665 Classification INNOVATIONS FOR LIVING' Technical Bulletin The basic guideline for manufacturing light density building insulation is ASTM C 665, "Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing". This document covers the required physical properties and the methods to test for those properties, as well as a materials classification system. The purpose of this memo is to provide a summary of Owens Corning products and where they fall within that classification system. The classification hierarchy- including C 665 section numbers - is as follows: Section Classification Description 4.1.1 Type I Blankets without membrane coverings. 4.1.2 Type II Blankets with nonreflective membrane coverings: 4.1.2,1 Class A Membrane-faced surface with a flame s read of 25 or less. 4.1.2.2 Class B Membrane-faced surface with a flame propagation resistance,critical radiant flux of 0.12 W/cm2 (0.11 Btu/ft2xs)or greater. 4.1.2.3 Class C Membrane-faced surface not rated for flame propagation resistance(for use In non exposed applications only). 4.1.2.4 Category I Membrane is a vapor retarder. 4.1.2,5 Category 2 Membrane is not a vapor retarder. 4.1.3 Type III Blankets with reflective membrane coverings: 4.1.3.1 Class A Membrane-faced surface with a flame spread of 25 or less. 4.1.3.2 Class B Membrane-faced surface with aflame propagation resistance,critical radiant flux of 0.12 W/cm2 (0.11 Btu/ft2xs)or greater. 4.1.3.3 Class C Membrane-faced surface not rated for flame propagation resistance (for use In non exposed applications only). 4.1.3.4 Category I Membrane is a vapor retarder. 4.1.3.5 Category 2 1 Membrane is not a vapor retarder. Owens Corning insulation products are classified as follows: Product Classification All unfaced blanket(batts&rolls) Type I All Kraft-faced products Type 11,Class C,Category I All foil-faced products Type III,Class C,Category I FS-25: FSK-faced Type III,Class A.Category I FS-25:PSK-faced and Poly-faced Type 11,Class A,Category I QuietZone®Residential Noise Control Batts Type 11,Class C,Category 2 For more details on the facings available with our light-density fiber glass building insulations see the Owens Corning product selection guide, publication no. 15-IN-44758, "Facings For Residential & Commercial Insulation". I I xerox � Owens Corning Building Insulation Draft-Not For Distribution. ' ® and ASTM C 665 Classification INNOVATIONS FOR LIVING' Technical Bulletin Please contact 419-248-6557 for additional information, Email: gettech@owenscornirng.com OWENS CORNING INSULATING SYSTEMS,LLC Disclaimer of Liability ONE OWENS CORNING PARKWAY Technical information contained herein is furnished • TOLEDO,OHIO 43659 without charge or obligation and is given and accepted o 0 at recipient's sole risk.Because conditions of use may1-800-GET-PINK® vary and are beyond our control,Owens Corning makes INNOYA➢ONS FOR LMKG' www.owenscorning.com no representation about,and is not responsible or Pub.No.10017855.Printed in U.S.A.August2012.THEPINK PANTHER'°&©1964-2012 liable for the accuracy or reliability of data associated Metro-Goldwyn-Mayer Studios Inc.All Rights Reserved.The color PINK is a registered with particular uses of any product described herein. trademark of Owens Corning.02012 Owens Corning.All Rights Reserved. .g GRCH ARCHITECTURE PC 5750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW..GRCHARCHITECTURE.COM 631864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section 11302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM STMespectfu I. submi ed, ,��FtED ARC �2 .A Glen Chery y IA, LE AP Principal 023 AID D� 4F NE�-t L I� PRODUCT DATA SHEET I. EcoTouch Flame S.pr*ea- FibergJ as Insulation FEB 7 .079 TOWN OF SOUTdoLD ' Physical Ptoperties r See"Availability"table Thermal Resistance ASTM C518 for R-values Surface Burning Characteristics ASTM E84' (flame spread/smoke developed) FSK <25/<iJ0 PSK <251<50 Critical Radian Flux Wcm) ASTM E970 >0A2 Water Vapor Permeance(perms) FSK ASTM E96' .5 i PSK ASTM E962 .5 Watee Veoor Scrption(by weigh,.) ASTM C11,34/ <50b C1104M Odor Em:ss+on ASTM 01304 pass; Corr`s:cr.Resstance ASTM 0665, pass Descr:pt!Ctib Part 13.8 Owens Corning' EcoTouch` Flame Spread 25 Fiberglas FunglResistan:;e(fiberglass only) ASTMC1338 pass; Insulation is a preformed,flexible blanket insulation.It is 1. ASTM E84 is used solely to measure and describe properties of products in response to heat and flame under controlled laboratory conditions,and should not be used to describe or produced in R-values from 11 to 49,at thickness from 31/2 approve the fire hazard of materials under actual fire conditions.However.the resuftsofthese to 11 inches. It is available with either a FSK(foil-scrim-kraft) tests may be used as elements of a fire risk assessment that takes into accountall ofthe factors of the fire hazard of a particular end use.Values are reported to the nearest five rating. or PSK(poly-scrim-kraft)facing; both of which act.as vapor 2. Dessicant method retarders and provide a neat,finished appearance. i a.S i%atIror f3 Features ■ Excellent thermal control FSK All Types Type Ill,Class A.Cat.1 ■ Effective acoustical performance PSK All Types Type II,Class A,�at.1 ■ Provides long term performance and will not settle nor slump within wall cavities ■ Less dust than other fiberglass insulation products sta— Ga'd=_ c-'d=s Compliance ■ Excellent recovery characteristics' ■ Manufactured in compliance with ASTM C 665 ■ Compression packaging speeds job site handling and ■ Federal Specification HH-1-521F has been canceled and installation replaced by ASTM C 665 1. According to 2010 clinical trial conducted in Toronto,Canada by Ducker Worldwide on behalf of . Classified noncombustible when tested in accordance Owens Corning Insulation Systems.LLC. - with ASTM E 136 Appfic a rt ■ EcoTouch' Flame Spread 25 insulation is accepted for use ■ Wall,floor and roof/ceiling assemblies where the insulation in all ICC building construction types 0 through V) will be left exposed,, or where a low flame spread vapor ■ Certified to meet California Code of Regulations,Title retarder facing is required 24, Chapter 12-13,Article 3, "Standards for Insulating ■ Concealed applications of assemblies for non- Material" combustible construction 1 ss n ■ Wood and metal framed assembly cavities, or attached to surfaces with impaling pins The building thermal barrier(insulation)should be in continual alignment with the building air barrier ■ In framed cavities product thickness should match the depth of the framing members Follow the local, applicable building code(s)to determine the need for and placement of a vapor retarder e Do not install insulation on top, or within 3 inches of a recessed light fixture unless the fixture is labeled as "insulation contact" (IC) rated l� _ � I Availabill.ty7 See Owens Corning publication "Installation Guide for Light Density Building Insulation" (Pub.No. 10017858)for more Wood Frame Walls information. Both FSK and PSK EcoTouch' Flame Spread FSK-E` 23" 93" 6.25" 19" 25 insulation facing options are more abuse-resistant than PSK-E` 23" 93" 6.25' 19` most other building insulation facings. However,when it PSK-E` 23" 96" 6.25' 19' is installed in areas where the material may be subject to FSK-E'' 23" 96" 6.25- 19'", abuse, suitable protection should be provided. FSK 15' 93" 5.5" 21 A4etalFrame Walls an 143u takiability FSK 16" 96" 35, 13 Owens Corning is a worldwide leader in building material FSK 24' 96" 3.5' 13 systems, insulation and composite solutions,delivering a FSK 16" 96" 6.25" 19 broad range of high-quality products and services. FSK 24" 96" 6.25" 19 Owens Corning is committed to driving sustainability by FSK 16" 96" 5.5" 21 delivering solutions, transforming markets and enhancing lives. More information can be found at Floc cCeihng www.owenscorning.com. FSK 15' 48" 95' 30 ''SK-E' 24" 48" 9.5" 31 FSK-E` 24' 48" 9.5" 30 Adc)tes FSK 24" 48" 9.5" 3C Fiberglass products may cause temporary skin and mucous FSK 16" 48" 12" 36 membranes itching due to the mechanical abrasion effects FSK 24" 48" 12" 38 of fibers, a condition which is completely reversible. Owens Corning does not recommend the use of unfaced EcoTouch 3. Tested per ASTM C518 PINK' Fiberglas"Insulation in exposed applications where it 4. FSK-E/PSK-E=Extended flange 5. Delivers Rl 8 when installed in a 5.5'deep cavity will be subject to routine human contact due to this potential temporary irritation. For additional information, refer to the Safe Use Instruction Sheet(SUIS)found in the SDS Database via http://sds.owenscorning.com. • Certified by SCS Global Services to contain a minimum of 55%recycled glass content, 18%pre-consumer and 37% `�aTl>/fa post-consumer • GREENGUARD Certified products are certified to r GREENGUARD standards for low chemical emissions into • r indoor air during product usage.For more information, visit ul.com/gg � q;.'E 55%RECYCLED CONTENT • Environmental Product Declaration(EPD)has been certified 44PRECONSUMER 37ti POSFfONSJ!'FR by UL Environment Bronze Material Health Certificate from Cradle to Cradle Products Innovation Institute `.. i_i sv418:wi fT t J1siA�'i OWENS CORNING INSULATING SYSTEMS,LLC ti ONE OWENS CORNING PARKWAY Technical information contained herein is furnished without charge or obligation and is given and TOLEDO,OHIO,USA 43659 . . accepted at recipient's sole risk.Because conditions of use may vary and are beyond our control. o Owens Corning makes no representation about,and is not responsible or liable for the accuracy '+ 1 ww.o enscorni of reliability of data associated with particular uses of any product described herein. www.owensearning.eom SCS Global Services provides independent verification of recycled content in building Pub.No.18142-R.Printed in U.S.A.July 2018. materials and verifies recycled content claims made by manufacturers.For more information, THE PINK PANTHER'&rc:1964-2018 Metro-Goldwyn-Mayer Studios Inc. visit www.SCSgiabalservices.com. All Rights Reserved.The color PINK is a registered trademark of Owens Corning. ' LEEDI is a registered trademark of the U.S.Green Building Council. C 2018 Owens Corning.All Rights Reserved. t� j� ' JAN 2 3 2019 D Z4 TowN OF SOUTHOLD & BUILDING REPORTS MECHANICAL CORPORATION HEATING AND AIR CONDITIONING True Mechanical Corp. 20 Feldland St; Bohemia, NY 11716 Manual S Compliance Report Job: Date: Sep 14,2017 uschaaxu cnavoaaraan SYSTEM 1 By: EJ MEUr(,Q.p O A CYY&T04rlj For: HARVEST POINTE CLUBHOUSE cooJing • Design Conditions Outdoor design DB: 94.9°F Sensible gain: 16219 Btuh Entering coil DB: 74.1°F Outdoor design WB: 78.8°F Latent gain: 4143 Btuh Entering coil WB: 61.1°F Indoor design DB: 72.0°F Total gain: 20362 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RCF2417STAMCA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 104%of load Latent capacity: 7200 Btuh 174%of load Total capacity: 24000 Btuh 118%of load SHR: 70% Heati • • • Design Conditions Outdoor design DB: 0°F Heat loss: 30008 Btuh Entering coil DB: 69.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95PA0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 137%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2018-Dec-17 15:14:42 ZC� we;igtut;solFt" Right-Suite®Universal 2018 18.0.19 RSU07142 Page1 Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: Date: Sep 14,2017 Y�a�Ka�CGRRCMT5071 SYSTEM 2 By: EJ NE4f Y!},U.�aR Q�I�iQy N.1 ■ • • • For: HARVEST POINTE CLUBHOUSE • elin• • • Design Conditions Outdoor design DB: 94.9°F Sensible gain: 12467 Btuh Entering coil DB: 74.4°F Outdoor design WB: 78.8°F Latent gain: 4519 Btuh Entering coil WB: 61.3°F Indoor design DB: 72.0°F Total gain: 16986 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417STAMCA Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 101%of load Latent capacity: 5400 Btuh 120%of load Total capacity: 18000 Btuh 106%of load SHR: 70% • • • Design Conditions Outdoor design DB: 0°F Heat loss: 19703 Btuh Entering coil DB: 69.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95PA0401317MSA Actual airflow: 600 cfm Output capacity: 41000 Btuh 208%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. W rightsoft" 2018-Dec-17 15:14:42 ,_,....� e...:� .. Right-Su Re®Universal 201818.0.19 RSU07142 est Page 2 ...J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: Report Date: Sep 14,2017 YAamw ACNAN3CA4CORfloRAT60M SYSTEM 3 By: EJ 1.fAfCej N-0!JP GY.Urt�w Nj ® • — tl • • For: HARVEST POINTE CLUBHOUSE • • • ey • Design Conditions Outdoor design DB: 94.9°F Sensible gain: 31260 Btuh Entering coil DB: 74.0°F Outdoor design WB: 78.8°F Latent gain: 14424 Btuh Entering coil WB: 61.1°F Indoor design DB: 72.0°F Total gain: 45684 Btuh Indoor RH: 50% Estimated airflow: 1500 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1648AJ1NA+RCF4821STAMCA+R802VA100521MXA Actual airflow: 1500 cfm Sensible capacity: 32864 Btuh 105%of load Latent capacity: 7369 Btuh 51% of load Total capacity: 40233 Btuh 88%of load SHR: 82% • • • Design Conditions Outdoor design DB: 0°F Heat loss: 33601 Btuh Entering coil DB: 69.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95PA0401317MSA Actual airflow: 1500 cfm Output capacity: 41000 Btuh 122%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-Dec-17 15:14:42 �.... . .........„.-. , Rig ht-Su Re@ U niv ersal 2018,18,0.19 RSU07142 Page J1Flarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Doorfaces: N Manual S Compliance Report Job: Compliance I' Date: Sep 14,2017 macwexxat toRaanareaai SYS TEM 4 By: EJ Hf•trel A1.0 QR co"D-rogt-3 ® • s • mh • For: HARVEST POINTE CLUBHOUSE • • • • • Design Conditions Outdoor design DB: 94.9°F Sensible gain: 15777 Btuh Entering coil DB: 73.6°F Outdoor design WB: 78.8°F. Latent gain: 6335 Btuh Entering coil WB: 60.9°F Indoor design DB: 72.0°F Total gain: 22112 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJlNA+RCF2417STAMCA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 106%of load Latent capacity: 7200 Btuh 114%of load Total capacity: 24000 Btuh 109% of load SHR: 70% �Aqiatffio • •m hi Design Conditions Outdoor design DB: 0°F Heat loss: 14715 Btuh Entering coil DB: 70.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. �... * wright�soft- 2018-Dec-1715:14:42 ZCh .�».•�...:.».,,..,.•.; Right-Suite®Universal 2018 18.0.19 RSU07142 Page JU-larvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: r r Date: Sep 14,2017 SYSTEM 5 By: EJ WICH&MCALCORDORATION MEATr6 AI.O'IR C0401T O"4 Project • • • For: HARVEST POINTE CLUBHOUSE • • e e • Design Conditions Outdoor design DB: 94.9°F Sensible gain: 11985 Btuh Entering coil DB: 74.3°F Outdoor design WB: 78.8°F Latent gain: 2073 Btuh Entering coil WB: 61.2°F Indoor design DB: 72.0°F Total gain: 14058 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417STAMCA Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 105%of load Latent capacity: 5400 Btuh 260%of load Total capacity: 18000 Btuh 128%of load SHR: 70% • • • Design Conditions Outdoor design DB: 0°F Heat loss: 18518 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 0 Btuh 0%of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightSoft— 2018-Dec-17 15:14:42 ArmRight-Suite®Universal 2018 18.0.19 RSU07142 Page ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N -Rosidential Plans Examiner Review F• Form ACICK• _ _ _ RPER 9 for HVA ® ®aEquipment15 Mar 09 Atl:7rfirdpC,-f�t.stlCtTrw Header Information V Contractor: TRUE MECHANICAL REQUIRED ATTACHMENTS A_TT CHED Manual J1 Form(and supporting worksheets): Yes No ❑ Mechanical license: 19511-H (SUFFOLK LIC.) or MJ1AE Form'(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: N/A Manual D Friction Rate Worksheet: Yes No ❑ Duct distribution sketch: Yes No ❑ Home address(Street or Lot#,Block,Subdivision): , SYSTEM 1 • 1 . . t • (IRC M1401.3) Desogn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 0 °F Orientation: Front Door faces North North,East,West,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 72 °F Total heat loss: 30008 Btuh Number of bedrooms: 1 Conditioned floor area: 1290 ft= Summer Design Conditions Number of occupants: 11 Outdoor temperature: 95 °F Indoor temperature: 72 •F Windows Roos Grains difference: 65 grAb @S0%RH Eave overhang depth: 0 ft Sensible heat gain: 16235 Btuh Internal shade: none E.„r Latent heat gain: 4148 Btuh Blinds,drapes,etc. oepin tivmsav Total heat gain: 20382 Btuh Number of skylights: 0 IIV-AP-EQU[fa',MENT'��lq�PPTIPN:,-(I��Q beatigg�qiipment Data Cooling F uipment Data Blower Data Equipment type: Gas furnace Ec�uipcment type: Split AC Heating cfm: 800 urnace,Hea pump,Boiler,etc. it onditioner,Heat pump,etc. Cooling cfm: 800 Model: Rheem Model: Rheem Static pressure: 0 in H2O R95PA0401317MSA RA1624AJ1 NA+RCF2417STAMCA Fan's rated external static pressure for design airflow Heating output capacity: 1000 .Btuh Total cooling capacity: 0 Btuh Heat pumps-capaedy at vnmer design out 1 conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh Design airflow: 800 cfm Longest supply duct: 328 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 102 ft Trunk duct: Sheet metal Total device pressure losses: .0.3 in H2O Total effective length(TEL): 430 ft Available static pressure(ASP): _0,3 in H2O Friction rate: -9Q7 inl100ft Branch duct: Round flex vinyl,Sheet metal Friction Rate-ASP+(TEL z •.•*calculation,,equipmentequipme6t - •n' arfd"duct•- ign Wqre •• • •” • -• •. listed above. •- • the clairrip.mhdb,on • •-subjebt,to review Contractor's printed name: N S Contractor's signature: Date: -A 11442A Reserved for Co I unty,Town I�Urilcjp;irity or Authority havihg jurisdicciRri Use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsofY` • —•--•• Right•Suite®Universal 2018 18 0 19 RSU07142 Residential. ® — Form Atte.• — _ RIPER 1 �� • " • • • • ® — 15 Mar 09 {0'I11Ltlr7/®GT8:1475 d,4TmH Header Information Contractor: TRUE MECHANICAL REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No ❑ Mechanical license: 19511-H (SUFFOLK LIC.) or MJ1AE Form'(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: NIA Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes No E3Home address(Street or Lot#,Block,Subdivision): , SYSTEM 2 O.D ® .RP , 1 Deyfan Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 0 -F Orientation: Front Door faces North Indoor temperature: 72 .F North,East,west,South,Northeast,Northwest,Southeast,Southwest Tota(heat loss: 19703 Btuh Number of bedrooms: 1 Conditioned floor area: 1203 ft' Summer Design Conditions Number of occupants: 16 Outdoor temperature; 95 °F Indoor temperature: 72 °F Windows fta,R Grains difference: 65 gdlb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 12479 Btuh Internal shade: none ra�r Latent heat gain; Btuh Blinds,drapes,etc. 9 4523 Depth w.. Tota(heat gain: 17003 Btuh Number of skylights: 0 OEM Heating Equipment Qaia Cooling F , ipmsnt_I2ata Blower Data Equipment t�pe: Gas furnace E(ripcment type; Split AC Heating cfm: 600 urnace,Hoa pump,Boller,etc. Ir onditionor,Heat pump,etc. Cooling cfm: 600 Model: Rheem Model: Rheem Static pressure; 0 in H2O R95PA0401317MSA RA1618AJ1 NA+RCF2417STAMCA Fan's rated external static pressure for design airflow Heating output capacity: 1000 .Btuh Total cooling capacity: 0 Btuh Heal pumps-capacity at v�nnlor design out oor conditions Sensible cooling capacity; 0 Btuh Aux,heating output capacity: 0 Stuh Latent cooling capacity: 0 Btuh Design airflow; 600 cfm Longest supply duct: 280 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 79 ft Trunk duct: Sheet metal Total device pressure losses: _0.4 in H2O Total effective length(TEL): 339 ft Available static pressure(ASP): -0.4 in H2O Friction rate: q(�-10tl••((2 in/100ft Branch duct: Round flex vinyl,Sheet metal Friction R ate-ASP+(TEL x ) I declare the lbad calculat,�on,'equipment,eqtApment seleption and duct design wer.e riblorgusly,performed bpded-on the building Contractor's printed name: Contractor's signature: Date:Reserved • ouhty,;ToWri Municipplity 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Ad- Wrights®ft• --- Right-SuiteO Universal 2018 18 0 19 RSU07142 Resdehtta],Pleins ExamindrReview • Form AC .CK • A ®— • •. • • • — RIPER 1 15 Mar 09 Fr[krtvrrgtbaxzr,d+r.•acr Header Information Contractor: TRUE MECHANICAL REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No ❑ Mechanical license: 19511-H (SUFFOLK LIC.) or MJ1AE Form'(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: N/A Manual D Friction Rate Worksheet: Yes No El distribution sketch: Yes No F-1 Home address(Street or Lot#,Block,Subdivision): SYSTEM 3 • • • • • 1 _IJVACL Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 0 -F Orientation: Front Door faces North Indoor temperature: 72 .F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 33601 Stuh Number of bedrooms: 1 Conditioned floor area: 1695 ft2 Summer Design Conditions Number of occupants: 58 Outdoor temperature: 95 °F Indoor temperature: 72 'F Windows Haat Grains difference: 65 gr/lb @50%RH Eave overhang depth: 0 ft Sensible heat gain: 31291 Btuh Internal shade: none E:,ur Latent heat gain: 14439 Btuh Blinds,drapes,ata Depth win=v Total heat gain: 45730 Btuh Number of skylights: 0 VAQU1 PMENTSE LE OT f• 1 Heatin¢Fquipment Data Cooling EajLupmenLData Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 1500 urnace,Hoa pump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 1500 Model: Rheem Model: Rheem Static pressure: 0 in H2O R95PA0401317MSA RA1648AJ1 NA Fan's rated external static pressure for design airflow Heating output capacity: 1000 Btuh Total cooling capacity: 40233 Btuh Heat pumps-capac ty at vnnter design out 1 conditions Sensible cooling capacity: 32864 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 7369 Btuh M-, Im • m • 8 e1 Design airflow: 1500 cfm Longest supply duct: 236 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: B5 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): r13011 ft Available static pressure(ASP): -0,3 in H2O Friction ate Rote=asP+(rEt;go)o inl100ft Branch duct: Round flex vinyl,Sheet metal listedFriI declare thi�load'caldulaflon,e�quipment',equipment s.electiortand duct design were rigorously perforl.med based on the building plan . • • - - Contractor's printed name: �C Contractor's signature: , jc Date: 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -�- wrightsoft` Right-Suite®Universal 2018 18.0 19 RSU07142 Residential ,P16risd - ® - - • Form RPER 1 ��* • ®' • ®. e e e 15 Mar 09 ry G;nttrs•g c:rvm a J.:nco Header Information Contractor: TRUE MECHANICAL REQUIRED ATTACHMENTS AT;ACHED Manual J1 Form(and supporting worksheets): Yes No ❑ Mechanical license: 19511-H (SUFFOLK LIC.) or MJ1AE Form'(and supporting worksheets): YesNo ❑ OEM performance data (heating,cooling,blower): Yes No ❑ Building plan#: N/A Manual D Friction Rate Worksheet: Yes Wo No ❑ Duct distribution sketch: Yes � No F-1Home address(Street or Lot#,Block,Subdivision): SYSTEM 4 HVAC ® .D , s Design Conditions B Ading Construction Information Winter Design Conditions Building Outdoor temperature: 0 -F Orientation: Front Door faces North Indoor temperature: 72 'F North,East,west,south,Northeast,Northwest,southeast,southwest Total heat loss: 14715 Btuh Number of bedrooms: 1 Conditioned floor area: 735 ft= Summer Design Conditions Number of occupants: 25 Outdoor temperature: 95 °F Indoor temperature: 72 `F Windows Rao; Grains difference: 65 grAb @50%RH Eave overhang depth: 0 ft Sensible heat gain: 15793 Btuh Internal shade: none EsJC Latent heat gain: 6342 Btuh Blinds,drapes,etc. Depth wincoe• Total heat gain: 22134 Btuh Number of skylights: p E"M M 1 Heating Equipment Dasa Cooling-Equipmept Data Blower Data Equipment type: Gas furnace EcVipent type: Split AC Heating cfm: 800 .mace,Healpump,Boiler,etc. it onditioner,Heat pump,etc, Cooling cfm: 800 Model: Model: Rheem Static pedreo'aDobFan' e external static urdesign RA1624AJ1 NA+RCF2417STAMCA airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat mps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh • 111 j)r DUC ® ® o! Design airflow: 800 cfm Longest supply duct: 243 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 78 ft Trunk duct: Sheet metal Total device pressure losses: -0,2 in H2O Total effective length(TEL): 321 ft Available static pressure(ASP): 0.28 in H2O Friction rate: 0 W in1100ft Branch duct: Round flex vinyl,Sheet metal Friction Rats=ASP+(TEL x'"rDJ dedlare the load'calcuilaCon,eguipMent,6quipment seledti.dnand du6t&signwefe •• • peefqrrried based • - Wilding listed above.1 understa6d-the claims rinade • o,forrng will be • - • reMbw and,verificatioft, Contractor's printed name: �S Contractor's signature: S Date: �2f Co , zz Reserv�d for • 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wric�lits®ft' - Right-Suite®Universal 2018 18.0.19 RSU07142 Resid6ritial. Plans Ex4mtnerReview F6,rm Form CK. • • ®- • • • ® 15 Marr 09 Header Information Contractor: TRUE MECHANICAL REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No ❑ Mechanical license: 19511-H (SUFFOLK LIC.) or MJ1AE Form'(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: N/A Manual D Friction Rate Worksheet: Yes No ❑ Duct distribution sketch: Yes No ❑ Home address(Street or Lot#,Block,Subdivision): SYSTEM 5 HVAQ WAIDcALOuLATON QRQ M1401 Design Conditions ELi dnq Gnnstr-uction Inform.atin Winter Design Conditions Building Outdoor temperature: 0 -F Orientation: Front Door faces North Indoor temperature: 72 of North,East,west,south,Northeast,Northwest,Southeast,southwest Total heat loss: 18518 Stuh Number of bedrooms: 1 Conditioned floor area: 1039 It' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 95 °F Indoor temperature: 72 'F Windows Grains difference: 65 grAb @50%RH Eave overhang depth: 0 ft Sensible heat gain: 11997 Stuh Internal shade: none 8 see Latent heat gain: 2075 Btuh Blinds,drapes,etc, Depth W rtlow Total heat gain: 14072 Btuh Number of skylights: 0 HVAC:EQUI'eMeNT'SEL�-;C�TION-�(,IR(�-M- 140,11.0 Heat_ina_E gqu ment Data CDD1 19_EgUPnsnt_Data ffio eLData Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 600 Furnace,Hoa,pump,Boiler,etc. AirCondhionm,Heat pump,etc. Cooling cfm: 600 Model: Model: Rheem Static pressure: 0 in H2O RA1618AJ1 NA+RCF2417STAMCA Fan's rated external static pressure for design aldlow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION!'SYSTEM ® •1 Design airflow: 600 cfm Longest supply duct: 178 It Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 73 It Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): r12511 ft Available static pressure(ASP): -0.3 in H2O Friction rate;Rata=ASP+(TELx TOUl2 in11o0ft Branch duct: Round flex vinyl,Sheet metal Friction11 declare the load!,ballcUllation,equipment,-• • - - e and-duct•- • - •• • •• • •• e. •• • • • • • . • .••ve. JE drideigtandmade on • • e - • e Contractor's printed name: S S Contractor's signature: Date: Reserved for;County,YoWn Municipal 1 ity or Authority havi'ing j uritcliction use., *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -f-�- wrightsatft' Right-Suite®Universal 2018 18 0 19 RSU07142 Project Summar Job: "UMAM.A�CO"ORAmma 4911W- E n t re House y By: Sep 14,2017 .t.-C.0 NiD un COUNI"'+A For: HARVEST POINTE CLUBHOUSE Notes: Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 85817 Btuh Structure 62127 Btuh Ducts 30728 Btuh Ducts 24978 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 116545 Btuh Use manufacturer's data n Rate/swin multiplier 1.00 Infiltration Equipmen?sensible load 87018 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 25630 Btuh Ducts 5865 Btuh HeatinCooling Central vent(0 cfm) 0 Btuh g Area(ftp 5962 5962 Equipment latent load 31495 Btuh Volume (f 3) 82216 82216 Air changes/hour 0.11 0.05 Equipment Total Load(Sen+Lat) 118513 Btuh Equiv.AVF(cfm) 157 69 Req.total capacity at 0.70 SHR 10.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrights®ft 2018-Dec-1715:14:42 �•-• w-••- -,.M Rig ht-Su ite®Universal 2018 18.0.19 RSU07142 Page 1 ..harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N .• Project Summar Job: S Y TEM 1 Byte: Sep 14,2017 bH[MYMSLL COIVOMTIOIY Nia'.Trt1 N+0 4N{/yplrulyipp ® ® 1-141 I'll 1911:11F31 161 For: HARVEST POINTE CLUBHOUSE Notes: ® - e s Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24091 Btuh Structure 11370 Btuh Ducts 5918 Btuh Ducts 4849 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30008 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16202 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 3043 Btuh Ducts 1100 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1290 1290 Equipment latent load 4143 Btuh Volume (ft') 21118 21118 Air changes/hour 0.12 0.05 Equipment Total Load (Sen+Lat) 20346 Btuh Equiv.AVF(cfm) 44 19 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95PA0401317MSA Cond RA1624AJlNA AHRI ref 6464998 Coil RCF2417STAMCA AHRI ref 7940642 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -� weightsof[- 2018-Deo-1715:14:42 Rig ht-Su ite®Universal201818.0.19RSU07142 Page ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Project Summar Job: S Y TEM 2 By Sep 14 ,2017 IINMY iCNAWAL C0.OP..P.uORMON wf OtlA Al(1 a9.N+.�11] For: HARVEST POINTE CLUBHOUSE Notes: _70sin , • e Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14920 Btuh Structure 8522 Btuh Ducts 4783 Btuh Ducts 3945 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 .Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19703 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12454 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 3599 Btuh Ducts 920 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ftj 1203 1203 Equipment latent load 4519 Btuh Volume(ftp 10827 10827 Air changes/hour 0.11 0.05 Equipment Total Load(Sen+Lat) 16973 Btuh Equiv.AVF(cfm) 21 9 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95PA0401317MSA Cond RA1618AJlNA AHRI ref 6464998 Coil RCF2417STAMCA AHRI ref 8443875 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A -Pk wri-ghtsofft- 2018-Dec-1715:14:42 n Right-Suite®Universal 2018 18.0.19 RSU07142 Page 3 ..J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Project Summar Job: Y Date: Sep 14,2017 S Y TEM 3 By: EJ M[ClsINCGRL C01t70N�4fDq w.AreR u.9 cw.A•rLir!•ia0 ® e — For: HARVEST POINTE CLUBHOUSE Notes: ®est,s "Inormat Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22579 Btuh Structure 22327 Btuh Ducts 11022 Btuh Ducts 8933 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33601 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31229 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 12263 Btuh Ducts 2161 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 1695 1695 Equipment latent load 14424 Btuh Volume (113) 27985 27985 Air changes/hour 0.07 0.03 Equipment Total Load(Sen+Lat) 45653 Btuh Equiv.AVF(cfm) 34 15 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95PA0401317MSA Cond RA1648AJlNA AHRI ref 6464998 Coil RCF4821 STAMCA+R802VA1 00521 MXA AHRI ref 8080881 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 31500 Btuh Heating output 41000 Btuh Latent cooling 13500 Btuh Temperature rise 25 OF Total cooling 45000 Btuh Actual air flow 1500 cfm Actual air flow 1500 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.68 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrigt�tsolFt 2018-Deo-1715:14:42 �• •• •••--• •• Right-Suite®Universal 2018 18.0.19 RSU07142 Page ACCA ..J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Project Summar Job. Y Date: Sep 14,2017 uccr.��r--� caasonn?row S Y TEM 4 By: EJ h;P'Fla aI.D A:n GC+'J'C+.na ® • - • • For: HARVEST POINTE CLUBHOUSE Notes: ® - • • • Weather: Islip Long Is[ MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10155 Btuh Structure 12043 Btuh Ducts 4560 Btuh Ducts 3734 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14715 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15761 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 5480 Btuh Ducts 856 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 735 735 Equipment latent load 6335 Btuh Volume(fF) 10983 10983 Air changes/hour 0.14 0.06 Equipment Total Load(Sen+Lat) 22096 Btuh Equiv.AVF(cfm) 25 11 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM Model Cond RA1624AJlNA AHRI ref Coil RCF2417STAMCA AHRI ref 7940642 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.71 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wr7ghtsof2:' 2018-Dec-1715:14:42 Rig ht-Su ite®U niv ersal 2018 18.0.19 RSU0 7142 Page 5 ACCO ...JUiarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJe Front Door faces: N Pro'ect Summar�� Job: J ' s Date: Sep 14,2017 V[IMMMtCll oorsoRXt10M SYS TEM 5 By: EJ For: HARVEST POINTE CLUBHOUSE Notes: RM ® ® e Weather: Islip Long Is[ MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14073 Btuh Structure 8311 Btuh Ducts 4445 Btuh Ducts 3674 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18518 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 11973 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1245 Btuh Ducts 828 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 1039 1039 Equipment latent load 2073 Btuh Volume (ft3) 11303 11303 Air changes/hour 0.18 0.08 Equipment Total Load(Sen+Lat) 14046 Btuh Equiv.AVF(cfm) 33 15 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM Model Cond RA1618AJl NA AHRI ref Coil RCF2417STAMCA AHRI ref 8443875 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 12600 Btuh Heating output 0 Btuh Latent cooling 5400 Btuh Temperature rise 0 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Boldlltalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. g, -F- nrightsoft" 2018-Dec-1715:14:42 p"� u a• Right-Suite®Universal 2018 18.0.19 RSU07142 Page AM% ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Project Summar Job: ZiffmLIBRARY ZONE y Byte: EJP 14,2017 W 9CM2K=AL CORONATION Mf Aft jef:0 Mry 00!d,YfC6stNj i 6f ® ® — . o 64 For: HARVEST POINTE CLUBHOUSE Notes: Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5064 Btuh Structure 4416 Btuh Ducts 1600 Btuh Ducts 1952 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6663 Btuh Use manufacturer's data n Rate/swing multipplier 1.00 Infiltration Equipment sensible load 6361 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 415 Btuh Ducts 268 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftp 336 336 Equipment latent load 682 Btuh Volume(fF) 3696 3696 Air changes/hour 0.18 0.08 Equipment Total Load(Sen+Lat) 7044 Btuh Equiv.AVF(cfm) 11 5 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a , Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bald/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigl�tsoft• 2018-Dec-1715:14:42 ,. - •• K - Right-Suited Universal 2018 18.0.19 RSU07142 Page RCCA ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N P r® ect Summary Date: Sep 14,2017 OFFICE ZONE By: EJ M[CM.AgK4L C06VdMltOw NLAfh�.6ldJ 6111 C;nl\7"Ja]ap • For: HARVEST POINTE CLUBHOUSE Notes: ® � Irm Weather: Islip Long Isl MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 72 OF Inside db 72 OF Design TD 72 OF Design TD 23 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9009 Btuh Structure 5059 Btuh Ducts 2846 Btuh Ducts 2237 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11854 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 7288 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 831 Btuh Ducts 560 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftp 703 703 Equipment latent load 1391 Btuh Volume (ft3) 7607 7607 Air changes/hour 0.18 0.08 Equipment Total Load(Sen+Lat) 8679 Btuh Equiv.AVF(cfm) 22 10 Req.total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F' vvr1ghzsoft- 2018-Dec-17 15:14:42 �- �••• - Right-Suite®Universal 2018 18.0.19 RSU07142 Page ...JUiarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N MAIN LEVEL t chn 68?c1�A. 5 'i""'"�287ctm i LOUN iE 2 �4IN,, ` MULTI PURPOSE RM. W 19 ch 4 14U 100 Um .I •� PANTRYSi 10 Gm .0 173 qm 173Chn 13" 0AU7!1l ;. tsoodm GREAT RM. p� LIBRARY ` I 15`, t WINELOCKERS - 00cfm 724 Um B. ' I . 541 cM1n—T77 HAL 2 LOUNGE .I.. ZME224 724ofm 97 Gm m RECEPTION OFFICE i, cm: .YOGA 'r dID5 m Job#: Scale: 1 : 182 Performed by EJ for: Pae 1 HARVEST POINTE CLUBHOUSE g Right-Suite®Universal 2018 18.0.19 RSU07142 2018-Dec-17 15:16:35 ...Clubhouse Load Calc(Rev.00).rup BASEMENT BASEMENT Job#: Scale: 1 : 182 Performed by EJ for: : Page 2 HARVEST POINTE CLUBHOUSE g Right-Suite®Universal 2018 18.0.19 RSU07142 2018-Dec-17 15:16:35 ...Clubhouse Load Calc(Rev.00).rup Mn WAKAW Duct System Summar Job. Y Date: Sep 14,2017 M®CNAXXALL CORPORATION SYSTEM 1 By: EJ NEI.Tet se.p au(o,O T&4.A For: HARVEST POINTE CLUBHOUSE Heating Cooling External static pressure 0.50 in H2O 0 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O -0.3 in H2O Supply/return available pressure 0.153/0.047 in H2O -0.229/-0.071 in.H2O Lowest friction rate 0.047 in/100ft -0.07 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 430 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk FITNESS-A c 3577 95 103 0.081 7.0 Ox 0 VIFx 23.0 165.0 st6 FITNESS-13 c 3577 95 103 0.082 7.0 Ox 0 VIFx 21.0 165.0 st6 FITNESS-C c 3577 95 103 0.057 8.0 Ox 0 VIFx 39.0 230.0. st6 FITNESS-D c 3577 95 103 0.057 8.0 Ox 0 VIFx 36.0 230.0 st6 YOGA h 3925 105 97 0.047 8.0 Ox 0 VIFx 43.0 285.0 st6 YOGA-13 h 3925 105 97 0.047 8.0 Ox 0 VIFx 50.0 275.0 st6 YOGA-C h 3925 105 97 0.050 8.0 Ox 0 VIFx 42.0 265.0 st6 YOGA-D h 3925 105 97 1 0.049 1 8.0 1 Ox 0 1 VIFx 1 49.0 265.0 1 st6 ® ® ® ' Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 800 800 0.047 652 15.0 0 x 0 ShtMetl s m ® ® 0 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 800 800 102.0 0.047 652 15.0 Ox 0 ShMt Bold/italic values have been manually overridden - - wrightsoft- 2018-Dec-1715:14:42 N>...,..:., Right-Sufte®Universal 2018 18.0.19 RSU07142 Pagel ACM ...JU-lanrest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N MN Duct System Summary Job: ® Date: Sep 14,2017 MIC"AWCl4CORPORATra* SYSTEM 2 By: EJ M�lsq nl.n Nq 00ki4fTey1 Nj For: HARVEST POINTE CLUBHOUSE Heating Cooling External static pressure 0.50 in H2O 0 in H2O Pressure losses 0.40 in H2O 0.40 in H2O Available static pressure 0.10 in H2O -0.4 in H2O Supply/return available pressure 0.077/0.023 in H2O -0.307/-0.093 in H2O Lowest friction rate 0.029 in/100ft -0.12 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 339 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk HALL 1-A h 1930 59 34 0.041 7.0 Ox 0 VIFx 24.0 165.0 st8 HALL 1-9 h 1930 59 34 0.061 7.0 Ox 0 VIFx 21.0 105.0 SHOWER&BATHS c 1981 60 66 0.030 7.0 Ox 0 VIFx 36.0 220.0 st8 SHOWER&BATHS-B c 1981 60 66 0.029 7.0 Ox 0 VIFx 30.0 230.0 st8 SHOWER&BATHS-C c 1981 60 66 0.031 7.0 Ox 0 VIFx 36.0 210.0 st8 SHOWER&BATHS-D c 1981 60 66 0.040 7.0 Ox 0 VIFx 17.0 175.0 st8 SHOWER&BATHS-E c 1981 60 66 0.035 7.0 Ox 0 VIFx 45.0 175.0 st8 SHOWER&BATHS-F c 1981 60 66 0.038 7.0 Ox 0 VIFx 36.0 165.0 st8 SHOWER&BATHS-G c 1981 60 66 0.039 7.0 Ox 0 VIFx 20.0 175.0 st8 SHOWER&BATHS-H c 1981 60 66 1 0.041 7.0 OXO I VIFx 1 11.0 1 175.0 1 st8 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st8 Peak AVF 541 566 0.029 529 14.0 0 x 0 ShtMetl ® - • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rbl Ox 0 600 600 79.0 0.029 489 15.0 Ox 0 ShMt Bold/italic values have been manually overridden W r iightsO ft" 2018-Dec-17 15:14:42 �f� .., Right-Suite®Universal 2018 18.0.19 RSU07142 Page I+ ...J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc-MJ8 Front Door faces: N AMENFAI w Duct System Summary Job: Date: Sep 14,2017 WIC AL CO"DIUTEON SYSTEM 3 By: EJ I•EaI�.3.V.O ua ur+enxrw For: HARVEST POINTE CLUBHOUSE Heating Cooling External static pressure 0.50 in H2O 0 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O -0.3 in H2O Supply/return available pressure 0.149/0.041 in H2O -0.243/-0.067 in H2O Lowest friction rate 0.063 in/100ft -0.10 in/100ft Actual air flow 1500 cfm 1500 cfm Total effective length (TEL) 301 ft • • ® ® m Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk GREAT RM-A c 489 22 173 0.089 6.0 Ox 0 VIFx 8.0 160.0 sty GREAT RM:B c 489 22 173 0.070 6.0 Ox 0 VIFx 34.0 180.0 Sid 1 LOUNGE 1-113 h 5009 224 171 0.086 10.0 Ox 0 VIFx 28.0 145.0 st4 LOUNGE 1-C h 5009 224 171 0.063 9.0 Ox 0 VIFx 51.0 185.0 stl0 LOUNGE 1-D h 5009 224 171 0.086 10.0 Ox 0 VIFx 14.0 160.0 st4 LOUNGE 1-E h 5009 224 171 0.068 9.0 Ox 0 VIFx 38.0 180.0 St9 MULTI PURPOSE RM. h 6293 281 236 0.083 11.0 Ox 0 VIFx 35.0 145.0 st5 MULTI PURPOSE RM:C I h 6293 281 236 1 0.080 11.0 Ox 0 1 VIFx 1 51.0 1 135.0 1 St5 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stl0 Peak AVF 224 171 0.063 506 9.0 0 x 0 ShtMetl st4 st9 Peak AVF 224 171 0.068 506 9.0 0 x 0 ShtMetl st4 st11 Peak AVF 22 173 0.070 881 6.0 0 x 0 ShtMetl st5 SIM Peak AVF 895 682 0.063 729 15.0 0 x 0 ShtMetl Sts Peak AVF 605 818 0.070 887 13.0 0 x 0 ShtMetl Bold/italic values have been manually overridden wrightsoft- 2018-Dec-17 15:14:42 a.... .., r..,, Right-Suite®Universal 2018 18.0.19 RSU07142 Page 3 ACS ...J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N s ifi Detail Tahle,��, Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 1500 1500 65.0 0.063 688 20.0 Ox 0 ShMt wtrightsoft" 2018-Dec-17 15:14:42 Right-SuAe®Universal 2018 18.0.19 RSU07142 Page ...J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJB Front Door faces: N Duct System Summary Job: Date: Sep 14,2017 M®CN471'ML4 COOSA�IUTF9M SYSTEM 4 By: EJ MEAPpj Al.e IJP 6JJUIrKJ^J>s3 ■ 11 • • For: HARVEST POINTE CLUBHOUSE Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply/return available pressure 0.212/0.068 in H2O 0.212/0.068 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 321 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk LOUNGE 2-A c 3856 193 196 0.087 9.0 Ox 0 VIFx 38.0 205.0 st3 LOUNGE 2-13 c 3856 193 196 0.088 9.0 Ox 0 VIFx 25.0 215.0 st3 LOUNGE 2-C c 3856 193 196 0.091 9.0 Ox 0 VIFx 38.0 195.0 st3 LOUNGE 2-D c 3856 193 196 0.092 9.0 Ox 0 VIFx 35.0 195.0 st3 PANTRY&STORAGE-A h 261 14 9 0.124 4.0 Ox 0 VIFx 11.0 160.0 st3 PANTRY&STORAGE-B I h 261 14 9 1 0.123 1 4.0 Ox 0 VIFx 13.0 160.0 st3 • • It rikDet' o • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 800 800 0.087 868 13.0 0 x 0 ShtMetl Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb4 Ox 0 800 800 78.0 0.087 652 15.0 Ox 0 ShMt Bold/italic values have been manually overridden wrightsot•t- 2018-Dec-17 15:14:42 ._.. n.., Right-Suite®Universal 2018 18.0.19 RSU07142 Page s / + 1 ,,.JSHarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJB Front Door faces: N Duct System Summar Job: y Date: Sep 14,2017 Y9CM.X7CAL COwPOIUTTDM SYSTEM 5 By: EJ FFArr4 aAaG 0004DIT&404 For: HARVEST POINTE CLUBHOUSE Heating Cooling External static pressure 0.50 in H2O 0 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O -0.3 in H2O Supply/return available pressure 0.142/0.058 in H2O -0.213/-0.087 in H2O Lowest friction rate 0.080 in/100ft -0.12 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 251 ft ® ® 11111 oil® ' e Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk HALL 2 h 2994 97 79 0.085 7.0 Ox 0 VIFx 17.0 150.0 SO HALL 2-A h 2994 97 79 0.080 7.0 Ox 0 VIFx 18.0 160.0 stl LIBRARY-A c 2221 72 100 0.107 6.0 Ox 0 VIFx 27.0 105.0 st2 LIBRARY-B c 2221 72 100 0.083 7.0 Ox 0 VIFx 21.0 150.0 st2 LIBRARY-C c 2221 72 100 0.082 7.0 Ox 0 VIFx 32.0 140.0 st2 OFFICE c 2512 81 93 0.112 7.0 Ox 0 VIFx 22.0 105.0 stl RECEPTION h 3354 109 91 0.082 8.0 Ox 0 VIFx 33.0 140.0 stl ® ® ' • N10 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stl Peak AVF 384 342 0.080 582 11.0 0 x 0 ShtMetl st2 Peak AVF 216 299 0.082 676 9.0 0 x 0 ShtMetl Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 600 641 73.0 0.080 696 13.0 Ox 0 ShMt Bold/italic values have been manually overridden dk^;d- Wrightsoft, 2018-Dec-17 15;14:42 •PP Right-Suite®Universal 2018 18.0.19 RSU07142 Page Arm ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Static Pressure and Friction Rate Job: Date: Sep 14,2017 zwm' WICHANICAL COItDOA,TtQY SYSTEM 1 By: EJ Eetr�AM aA Gry+0T7s.+i For: HARVEST POINTE CLUBHOUSE [1601,61' ttitic_• Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0 Pressure losses Coil 0.15 0.1 E Heat exchanger 0.05 0.0E Supply diffusers 0.03 0.02 Return grilles 0.03 0.02 Filter 0.02 0.02 Humidifier 0 0 Balancing damper 0.02 0.02 Other device 0 0 Available static pressure 0.20 -0.3 ® Ell Effpctive�,'4ng,,th Supply Return (ft) (ft) Measured length of run-out 9 32 Measured length of trunk 34 0 Equivalent length of fittings 285 70 Total length 328 102 Total effective length 430 • s Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.047 <0.06 -0.070 <0.06 Return Ducts 0.047 <0.06 -0.070 <0.06 • • Uivalent Longih ® - Supply 4AD=60, 2A2=55, 2A3=65,2A4=70, 1A=35:TotalEL=285 Return 6M=20, 8AE=10, 5D=40:TotalEL=70 wri ghtssoflt, 2018-Dec-1715:14:42 Right-Suite®Universal 2018 18.0.19 RSU07142 Page 1 +� ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Aff Static Pressure and Friction Rate Job: racaaxxatcarssorurasa Date: Sep 14,2017 -am SYSTEM 2 By: EJ NE�TM Pl.(1 wR 44401T(k!µl lhf ® • • • - For: HARVEST POINTE CLUBHOUSE • • Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0 Pressure losses Coil 0.15 0.1E Heat exchanger 0.15 0.1E Supply diffusers 0.03 0.02 Return grilles 0.03 0.02 Filter 0.02 0.02 Humidifier 0 0 Balancing damper 0.02 0.02 Other device 0 0 Available static pressure 0.10 -0.4 • E ffeqe Supply Return (ft) (ft) Measured length of run-out 8 9 Measured length of trunk 22 0 Equivalent length of fittings 230 70 Total length 260 79 Total effective length 339 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.029 <0.06 -0.118 <0.06 Return Ducts 0.029 <0.06 -0.118 <0.06 eEduivatent:Leoth :Details Supply 4AD=60, 2A3=65, 2A4=70, 1A=35: TotalEL=230 Return 6M=20, 8AE=10, 5D=40: TotalEL=70 — wrightsof , 2018-Dec-1715:14:42 Right-Suite®Universal 2018 18.0.19 RSU07142 Page 2 /fi+� ...J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Static Pressure and Friction Rate Job: Date: Sep 14,2017 NYCMYMxaLCO�aai..a« SYSTEM 3 By: EJ rEAT.nO W)an 00.10RU'l 1.) ® • • • For: HARVEST POINTE CLUBHOUSE • Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0 Pressure losses Coil 0.15 0.1Ir Heat exchanger 0.05 0.0'r Supply diffusers 0.03 0.02 Return grilles 0.03 0.02 Filter 0.02 0.02 Humidifier 0 0 Balancing damper 0.03 0.02 Other device 0 0 Available static pressure 0.19 -0.3 • o - • Supply Return (ft) (ft) Measured length of run-out 25 5 Measured length of trunk 26 0 Equivalent length of fittings 185 60 Total length 236 65 Total effective length 301 • Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.063 OK -0.103 <0.06 Return Ducts 0.063 OK -0.103 <0.06 e Uivalent • II - Supply 4AD=60, 911=85, 912=5, 1A=35: TotalEL=185 Return 6M=20, 5D=40: TotalEL=60 wrig tsoft- 2018-Dec-1715:14:42 p� .... ..m> ...�.., Right-Su Re®Universal 2018 18.0.19 RSU07142 Page3 Arm ...J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Static Pressure and Friction Rate Job: Date: Sep 14,2017 MYCHA*XALCORDDRATAIEffM FWI SYSTEM 4 By: EJ FEatra)a.p a+a�prtryrq, • - • • For: HARVEST POINTE CLUBHOUSE A s • r Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.0E Supply diffusers 0.03 0.02 Return grilles 0.03 0.01, Filter 0.01 0.01 Humidifier 0 0 Balancing damper .0.03 0.02 Other device 0 0 Available static pressure 0.28 0.28 • • Supply Return (ft) (ft) Measured length of run-out 10 8 Measured length of trunk 28 0 Equivalent length of fittings 205 70 Total length 243 78 Total effective length 321 • Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.087 OK 0.087 OK Return Ducts 0.087 OK 0.087 OK • • - - • - Supply 4AD=60, 2A1=45,2A3=65, 1A=35: TotalEL=205 Return 6M=20, 8AE=10, 5D=40: TotalEL=70 wrightLsoft- 2018-Dec-1715:14:42 Right-Suite®Universal 2018 18.0.19 RSU07142 Page �+� ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Static Pressure and Friction Rate Job: Date: Sep 14,2017 LBCMemCY4 oORvonarcan�- SYS TEM 5 By: EJ NERreA.t.O uR CO+IOriU+a.+Ci ' 6ject • For: HARVEST POINTE CLUBHOUSE • - Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0 Pressure losses Coil 0.15 0.1E Heat exchanger 0.05 0.0r Supply diffusers 0.03 0.02 Return grilles 0.03 0.01, Filter 0.01 0.01 Humidifier 0 0 Balancing damper 0.03 0.02 Other device 0 0 Available static pressure 0.20 -0.3 ®falEff6ctive gth J Supply Return (ft) (ft) Measured length of run-out 16 13 Measured length of trunk 2 0 Equivalent length of fittings 160 60 Total length 178 73 Total effective length 251 Friction o - Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.080 OK -0.120 <0.06 Return Ducts 0.080 OK -0.120 <0.06 Fitting, • • ® - Supply 4AD=60, 2A3=65, 1A=35:TotalEL=160 Return 6M=20, 5D=40: TotalEL=60 ti wrightsoft, 2018-Dec-1715:14:42 Right-Suite®Universal 201818.0.19RSU07142 Page �� ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Ducts stem multi orientation report Job: Y Date: Sep 14,2017 lud ,LCoPW,RATM„ SYSTEM 1 By: EJ .n moop For: HARVEST POINTE CLUBHOUSE Group 1:(N, NE, E,SE, S,SW, W, NM Duct Name i I N . ' �;' NE p i 1. E: LSE 1 e CFM a Size uct Size a CFM a Size ud Size a CFM a S¢e Duct Size a CFM: e Size ucti5ize _g -. . g.__.. _c g _9 - _'c9. _._ . g — - t 'g — g Supply,Branches FITNESS-A 113 c 12x12 7 103 c 12x12 7 95 h 12x12 7 103 c 12x12 7 FITNESS-B 113 c 12x12 7 103 c 12x12 7 95 h 12x12 7 103 c 12x12 7 FITNESS-C 113 c 12x12 8 103 c 12x12 8 95 h 12x12 8 1 103 c 12x12 8 FITNESS-D 113 c 12x12 8 103 c 12x1 21 8 95 h 12x12 8 103 c. 12x12 8 YOGA 105 h 12x12 8 105 h 12x12 8 110c 12x12 8 105 h 12x12 8 YOGA-B 105 h 12x12 8 105 h 12x12 8 110c 12x12 8 105 h 12x121 8 YOGA-C 105 h 12x12 8 105 h 12x12 8 110c 12x12 8 105 h 12x12 8 OGA-D 105 h 12x12 8 1 105 h 12x12 8 110c 12x12 8 105 h 12x12 8 upply Trunks t6 800 c 15 800 c 15 800 c 15 800 c 15 eturn Branches 2 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 Friction Rates Heating FR 0.047 0.047 0.047 0.047 Cooling FR I -0.070 1 -0.070 -0.070 -0.070 wriightsof - 2018-Deo-1715:14:42 Arm w �..�.. Right-Suite®Universal.2018 18.0.19 RSU07142 Page 1 Arm ...AHarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJe Front Door faces: N For: HARVEST POINTE CLUBHOUSE Duct Name - { (S L S ;I W N eg CFM eg Size uct Size eg CFM Reg Size uct Size, Reg CFM eg Size uct Size eg CFM eg Size u5 Size U I Branches - - FITNESS-A 113 c 12x12 7 95 h 12x12 7 95 h 12x12 7 95 c 12x12 7 FITNESS-B 113 c 12x12 7 95 h 12x12 7 95 h 12x12 7 95 c 12x12 7 FITNESS-C 113 c 12x12 8 95 h 12x12 8 95 h 12x12 8 95 c 12x12 8 FITNESS-D 113 c 12x1 21 8 95 h 12x12 8 95 h 12x12 8 95 c 12x12 1 8 YOGA 105 h 12x121 8 105 c I 12x12 8 121 c I 12x12 8 105 c 12x12 8 YOGA-B 105 h 12XI21 8 105 c 12x12 8 121 c 12x12 8 105 c 12x12 8 YOGA-C 105 h 12X121 8 105 c 12x12 8 121 c 12x12 8 105 c 12x12 8 OGA-D 105 h 12x12 8 105 c 12x12 8 121 c 12x12 8 105 c 12x12 8 upply Trunks 16 800 c 15 800 c 15 800 c 1 15 800 c 15 eturn.Branches 2 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 Friction Rates ; Heating FR 0.047 0.047 0.047 0.047 Cooling FR 1 -0.070 -0.070 -0.070 1 -0.0701 1 w ri ghtsoft" 2018-Deo-17 15:14:42 ... ._ � 9.�., Right-Suite®Universal 2018 18.0.19 RSU07142 Paget Arm ...J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N For: HARVEST POINTE CLUBHOUSE Duct Name: L`ar est Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size Supply Branches FITNESS-A 113 c 12x12 7 95 h 12x12 7 FITNESS-13 113 c 12x12 7 95 h 12x12 7 FITNESS-C 113 c 12x12 8 95 h 12x12 8 FITNESS-D 113 c 12x12 8 95 h 12x12 8 YOGA 121 c 12x12 8 105 h 12x12 8 YOGA-13 121 c 12x12 8 105 h 12x12 8 YOGA-C 121 c 12x12 8 105 h 12x12 8 YOGA-D 121 c 12x12 8 105 h 12x12 8 SuK)Dlv Trunks t6 800 c 15 800 c 15 Return Branches b2 800 c 12x12 15 800 c 12x12 15 riction Rates Heating FR 0.047 0.04.7 lCooling FR 0.070 -0.070 {�- wrights®ft- 2018-Deo-1715:14:42 1-11.1 ......--.w, Right-Suite®Universal 2018 18.0.19 RSU07142 Page Acs ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Duct system multi orientation report Job: Sep 14,2017 MIC AL CORPOP.T@ON SYSTEM 2 By: EJ PE"I'Al 0.0 QP C-044WO'i k For: HARVEST POINTE CLUBHOUSE Group 1:(N, NE, E,SE, S,SW, W, NW) Duct;Name NE E E - - SE r eg CEM- veg'5izs6,;t size Reg CFM Rai Size' uct Size .Y eg CFM JR dg Size uct Size leg CFM Reg Size puct'Sas- Supply Branches ALL 1-A 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 ALL 1-B 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 ROWER&BATHS 66 c 12x12 7 1 67 c 12x12 7 67 c 12x12 7 1 66 c 12x12 7 ROWER&BATHS-B 66 c 12x12 7 67 c 12x12I 7 67 c 12x12 7 66 c 12x12 7 ROWER&BATHS-C 66 c 12x12 7 67 c 12x12 7 67 c I 12x12 7 66 c 12x12 7 ROWER&BATHS-D 66 c 12x12 7 67 c 12x12 7 67 c 12x12 7 66 c 12x12 7 ROWER&BATHS-E 66 c 12x12 7 67 c 12x12 7 67 c 12x12 7 66 c 12x12 7 ROWER&BATHS-F 66 c 12x12I 7 67 c 12x12 7 67 c 12x12 7 66 c 12x12 7 ROWER&BATHS-G 66 c 12x12 7 67 c 12x12 7 67 c 12x12 7 1 66 c 12x12 7 ROWER&BATHS-H 66 c 12x12 7 67 c 12x12I 7 67 c 12x12 7 66 c 12x12 7 Supply Trunks t8 564 c 14 567 c 14 567 c 14 566 c 14 etum Branches 1 600 c I 12x6 1 15 1 600 c 12x6 15 600 c 12x6 1 15 600 c 12x6 15 Friction Rates Heating FR 0.029 0.029 0.029 0.029 Cooling FR -0.118 1 -0.118 -0.118 -0.118 ii--�- wtrights®f - 2018-Dec-17 15:14:42 Right-Suites Universal 2018 18.0.19 RSU07142 Page Arm ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N ® 0 e For: HARVEST POINTE CLUBHOUSE Duet Name C S,. . f S N eg CPM eg$ize uct Size Reg CFM Reg Size uct Size eg CFM eg Size uct Size i eg'CFM Reg Size Lot$ize. _ _. Supply Branches HALL 1-A 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 HALL 1-B 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 ROWER&BATHS 66 c 12x12 7 66 c 12x12I 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-B 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-C 66 c 12x12 7 66 c 12x12 7 66 c I 12x12 7 66 c 12x12 7 ROWER&BATHS-D 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-E 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-F 66 c 12x12I 7 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-G 66 c 12xl 21 7 66 c 12x12 7 66 c 12x12 7 66 c 12x12 7 ROWER&BATHS-H 66 c 12x121 7 66 c 12x12 7 66 c I 12x12 7 66 c 12x12 7 Supply Trunks t8 565 c 14 565 c 14 565 c 14 565 c 14 Return Branches b1 600 c 12x6 15 600 c 12x6 15 600 c 12x6 15 600 c 12x6 15 Friction Rates Heating FR 0.029 0.029 0.029 0.029 oolin FR -0.118 -0.118 -0.118 -0.118 wrlghtsoft- 2018-Dec-1715:14:42 Right-Suite®Universal 2018 18.0A9 RSU07142 Page ACC ...JVlarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N For: HARVEST POINTE CLUBHOUSE >v�.,,. ,r R,rv6 .5rt„', r "�i 7? t ,r ,r,n .h..: _ ^^P. C§i t u,, �•` si. _ Duct,Name °r Reg,CFM "_ Reg Size ;' Duct Size Reg CFM Reg Size Duct Size' Supply Branches - HALL 1-A 59 h 12x12 7 59 h 12x12 7 HALL 1-B 59 h 12x12 7 59 h 12x12 7 HOWER&BATHS 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-B 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-C 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-D 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-E 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-F 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-G 7 c 12x12 7 66 c 12x12 7 HOWER&BATHS-H 7 c 12x12 7 66 c 12x12 7 u .I Trunks t8 167 c 14 564 c 14 Return Branches b1 300 c 12x6 15 600 c 12x6 15 Friction Rates. " Heating FR .029 0.029 Cooling FR 0.118 -0.118 wrigh t sof#" 2018-Dec-1715:14:42 a -. . .... .,.n,,,,,:_N,..., Right-SuAe®Universal 201818.0.19RSU07142 Page ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Ducts stem multi orientation report Job: Date: Sep 14,2017 L�.CKHp7CH{,COaPOFHTC9i1 SYSTEM 3 By: EJ a6nrr+5,at.0 riH.CO"UriO`w9 � tl I, '� auku MIN 11' For: HARVEST POINTE CLUBHOUSE Group 1:(N, NE, E,SE, S,SW, Vii/, NMO N)7 eg Size cfSize eg CFM eg Size .uct See eg CFM eg Srze uct Size" MCFM eg Size uct 5¢e upply Branches REAT RM.-A t`7sc_ 12x12 6 '72.c; 12x12 6 l' 1176 :y' 12x12 6171 `c 12x12 6 REAT RM.-B f 1c' 12X12 6 w1 c' 12x12 6 16, 12X12 6 12x12 6 OUNGE 1-6 12X12 10 l 8 i 12X12I 10 12X12 10 42x12 10 LOUNGE 1-C 2 Y 12x12 9 C 2r.. 'I It 12x12 9 1�=� &t 12x12 9 Ir� :� 12x12 9 LOUNGE 1-D 12x12 10 2 h: 12x12 10 4 h'+ 12x12 10 I°22 _tit 12x12 10 LOUNGE 1-E I. J 12x12 9 " hT'' 12x12 9 f.2 `.' 12x12 9 224:; �I 12x12 9 MULTI PURPOSE RM. a 't'i� �_� 12x12 11 �. 12x12 11 °281 ti � 12x12 11 261�`� '�� 12x12 11 MULTI PURPOSE RM.-C �Cs'I 12x12 11 St ,.'�,'' 12x12 11 61 12x12 11 26ti:e�" 12x12 11 u l Trunks t10 224 h 9 224 h 9 224 h 9 224 h 9 t9 224 h 9 224 h 9 224 h 9, 224 h 9 t11 172 c 6 172 c 6 176'c 6 173 c 6 t4 895 h 15 895 h 15 895 h 15 895 h 15 t5 811 c 13 812c 13 830c 13 818c 13 Return Branches b3 1500 c 12x12 20 1500 c 12x12 20 1500 c 12x12 20 1500 c 12x12 20 Friction Rates eatin FR 1 0.063 0.063 0.063 0.063 Cooling FR -0.103 -0.103 -0.103 -0.103 2018-Dec-1715:14:42 w� 4dV t 1�i9 AtSC� " ., ...r,>„,,, Right-Suite®Universal 201818,0.19RSU07142 Pagel AM ...JUiarvest Pnt,Clubhouse Load Calc(Rev.00).rup Calc=MJB Front Door faces: N For: HARVEST POINTE CLUBHOUSE - , I yeg GFM eg Size Size,, Rag j6dt Sizewa tat' eg S¢e uct size:.,R,eg GEM eg$ize ucE S¢s; SuPPIV Branches GREAT RM.-A 1 c, 12x12 6 'r-1 r '' 12x12 6 �M 4 C. ' 12x12 6 1f 2 e`i 12x12 6 GREAT RM.-B 1f.7: iP' 12x12 6 i 11' 1 ; 12x12 6 1 If 4 c12x12 6 1721::x. 12x12 6 GUNGE 1-B 1 12x12 10 12x12 1012x12 10 2 `'Fi'i 12x L22 10 GUNGE 1-C 2 Gh.' 12x12 9 12x12 9 t_ 4 h=1 12x12 9 22' illi' 12x12 9 LOUNGE 1-D V2b 12x12 10i2 Ih:l 12x12 10 f 22+1 fit, 12x12 10 l ?' 12x12 10 GUNGE 1-E 22 s1 '' 12x12 9 -M 12x12 9 >g22A�"hd 12x12 9 22Ai;1W 12x12 9 MULTI PURPOSE'RM. ° 1 �. 12x12 11 267 ' 12x12 11 111 _ 12x12 11 i _:+ �1 12x12 11 MULTI PURPOSE RM.-C 12x1"2 11 12x12 11 12x12 11 2 , 'h,' 12x12 11 u `I "Trunks ° t10 224 h 9 224 h 9 1 224 h 9 224 h 9 t9 224 h 9 224 h 9 224 h 9 224 h 9 t11 173c 6 171 c 6 174c 6 172c 6 t4 895 h 15 895 h 15 895 h 15 895 h 15 ISM 819c 13 811 c 13 825c 13 812c 13 FF Brandies: 1500 12x12 20 1500 12x12 20 1500 12x12 20 1500 12x12 20 n Rates FR 0.063 0.063 0.063 0.0631 1 FR -0.103 -0.1031 1031 Io wrightsoft,- 2018-Dec-1715:14:42 �`� Right-Suite®Universal 2018 18.0.19 RSU07142 Page 8 +� ...Marvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N For: HARVEST POINTE CLUBHOUSE Uct fVame; :`..SMbiest -Reg CFM �°; _-F�eg S¢e:� ��puc4 SFze',� Reg CC IVI Reg'S ze 'Dud(S'ze Supply Branches, GREAT RM.-A 176 c 12x12 6 171 c 12x12 6 GREAT RM.-B 176 c 12x12 6 171 c 12x1.2 6 LOUNGE 1-B 24 h 12x12 10 224 h 12x12 10 LOUNGE 1-C 24 h 12x12 9 224 h 12x12 9 LOUNGE 1-D 24 h 12x12 10 224 h 12x12 10 .LOUNGE 1-E 24 h 12x12 9 224 h 12x12 9 MULTI PURPOSE RM. 81 h 12x12 11 281 h 12x12 11 MULTI PURPOSE RM.-C 81 h 12x12 11 281 h 12x12 11 Supply Trunks, t10 24 h 9 224 h 9 t9 24 h 9 224 h 9 t11 1,76 c 6 171 c 6 t4 B95 h 15 895 h 15 t5 830 c 13 811 c 13 eturn Branches b3 1500 C 12x12 20 1500 c 12x12 20 Fiction Rates Neating FR P.063 0.063 lCooling FR 0.103 -0.103 righo „ 2018-Dec-1715:14:42 �.,-.<.. ,�.a�:,� .,. Right-Su Re®Universal 2018 18.0.19 RSU07142 Page 9 �CC ...J1HarvestePnt Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Duct system multi orientation report Job: Date: Sep 14,2017 SYSTEM 4 By: EJ C) 0 4 A For: HARVEST POINTE CLUBHOUSE L L Group 1. N, NE, E,SE, S,SW, W, NW) Duct Name (N) �-(NQ (E),- (SE�), Size ze e eg :Sjze ?uqt Sjze'!Relg CFM Reg Size )uct Size ��e' )bet S g!CFM ieg Size" )uct Size fR CFM, Supply Branches LOUNGE 2-A 12x12 9 i f65,e., 12x12 9 19 .,tC 12x12 9 1,96q 12x12 9 12x12 9 G C LOUNGE 2-13 12x12 9 12x12 9 6, X12 9 LOUNGE 2-C IRS, 12x12 9 19 ��C 12x1 2 9 j— 12x1 2 9 11 0 j 12x1 2 9 LOUNGE 2-D 12x12 9 �7' _ji 12x12 9 lik 12x12 9 j1', 12x12 9 PANTRY&STORAGE-A 14 h 12x12 4 14 h 12x12 4 14 h 12x12 4 14 h 12x12 4 PANTRY&STORAGE-B 14 h 12x12 4 14h 12x12 4 14 h 12x12 4 14 h 12x12 4 Supply Trunks St3 800 c 1 13 800 c 13 800 c 13 800 c 13 Return Branches rb4 800 c 12x12 15 800 c 12x12 16 800 c 12x12 15 800 c 12x12 15 Friction Rates lHeating FR 0.087 0.087 0.087 0.087 lCoolinq FR 0.087 1 0.087 0.087 0.087 wrightsoft- 2018-Dec-1715:14:42 Right-Suite®Universal 2018 18.0.19 RSU07142 Page 10 Al-larvestPnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N � 4 For: HARVEST POINTE CLUBHOUSE Duct Name (S): S _ �� (NM - _ eg CFM eg'Size uct Size Zeq CFM rtg Size Act Size eg CFM eg Size uct Size peg CFM eg Size uct Size Supply Branches GUNGE 2-A 'x'96 o f 12x12 9 A S 12x12 9 195"c 12x12 9 `. ';I 12x12 9 LOUNGE 2-B I Q96,:,:1 12x12 9 [ 406z12x12 9 1N95:rA_, 12x12 9 1Y96 c'J 12x12 9 GUNGE 2-C 1-05c .1 12x12 9 I "6 c, 12x12 9 195�c�_ 12x12 9 1,067]i 12x12 9 GUNGE 2-D 1 c 12x12 9 F IV t:a 12x12 9 'tbb-1 12x12 9 19 _I 12x12 9 PANTRY&STORAGE-A 14 h 12x12 4 14 h 12x12 4 14h I 12x12 4 14 h 12x12 4 PANTRY&STORAGE-B 14 h 12x12 4 14 h 12x12 4 14 h 12x12 4 14 h 12x12 4 Supply Trunks t3 800 c 13 800 c 13 800 c 13 800 c 13 eturn Branches M 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 800 c 12x121 15 fiction Rates eating FR 0.087 0.087 0.087 0.087 ooling FR 1 0.087 0.087 1 0.087 0.087 " Wright v®$t" 2018-Dec-1715:14:42 .,.. Right-Suite®Universal 2018 18.0.19 RSU07142 Page 11 ...J1Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N For: HARVEST POINTE CLUBHOUSE r _. uct'Nae. Lac mest x r° Smal:eat CFM Reg Size `; ',Duck Size Reg'CFM Reg Size Duet Size 8upply Branches GUNGE 2-A 196 c 12x12 9 195 c 12x12 9 GUNGE 2-B 196 c 12x12 9 195 c 12x12 9 LOUNGE 2-C 196 c 12x12 9 195 c 12x12 9 GUNGE 2-D 196 c 12x12 9 195 c 12x12 9 PANTRY&STORAGE-A 14 h 12x12 4 14 h 12x12 4 ANTRY&STORAGE-B 14 hh 12x12 4 14 h 12x12 4 Supply Trunks. t3 00 c 13 800 c 13 eturn Branches b4 00 c 12x12 15 800 c 12x12 15 Friction Rates e eating FR 0.087 0.087 0 ooling FR 10.087 1 1 0.087 - - wrightsoftw 2018-Dec-1715:14:42 ��- rv.., - Rig ht-Su ite®Universal 2018 18.0.19 RSU07142 Page 12 ...J\Haest Pnt.PClubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N Duct system multi orientation report Job: Date: Sep 14,2017 USCHARMAL COAPORATON SYSTEM 5 By: EJ 4f4Tt+«�NA?4•q 46eGITtl.P+Ril For: HARVEST POINTE CLUBHOUSE „ . lop Group 1:(N, NE, E, S,!QW)Group 2:(SE,SW, W) Duct Name` a I. N < I,.NO E SE _. _ cSrze..n rzegegie lzCM , ct Srze . ^'I eg CFM Ag See uct$rze u I_ Branches ALL 2 106 c 12x12 7 100 c 12x12 7 97 h 12x12 7 97 h 12x12 7 ALL 2-A 106 c 12x12 7 100 c 12x12 7 97 h 12x12 7 97 h 12x12 7 LIBRARY-A 81 c 12x12I 6 77 c I 12x12 6 87 c 12x12 6 1 100 c 12x12 6 LIBRARY-B 81 c 12x1 21 7 77 c 12x12 7 1 87 c 12x12 7 100 c 12x12 1 7 LIBRARY-C 81 c 12x121 7 77 c 12x12 7 87 c 12x12 7 100 c 12x12 7 OFFICE 130 c 10x6 7 127 c 10x6 7 113 c 10x6 7 93 c 10x6 7 RECEPTION 118 c 10x6 8 109 c 10x6 8 109 h 10x6 8 109 h 10x6 8 u I Trunks ; t1 460 c 11 435 c 11 388 c 11 384 h 11 rb,, 242 c 9 232 c 9 260 c 9 299 c 9 turn Branches 703 c 12x12 14 667 c 12x12 14 648 c 12x12 14 641 c 12ction.Rates eatina FR 0.080 0.080 0.080 0.080 [Cooling FR -0.120 -0.120 -0.120 -0.120 -Off- wrightsoff't- 2018-Dec-1715:14:42 -:a„ ;:..„..,, Right-Suite®Universal 2018 18.0.19 RSU07142 Page 13 �+� ...J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJe Front Door faces: N r: For: HARVEST POINTE CLUBHOUSE Dart Name A f .S`_ . . I N eg CFM a Size ud'$¢e t eg'=CFM eg S¢e uct S¢e,i,eg CFM : eg Size uct,size eg CFN} yeg Size uct'S¢e u t Branches ALL 2 97 h 12x12 7 97 h 12x12 7 97 h 12x12 7 98 c 12x12 7 ALL 2-A 97 h 12x12 7 97 h 12x12 7 97 h 12x12 7 98 c 12x12 7 LIBRARY-A 109 c 12x12 6 88 c 12x12 6 81 c 12x12 6 79 c 12x12 6 LIBRARY-B 109 c 12x12 7 88 c 12x12 7 81 c 12x12 7 79 c 12x12I 7 LIBRARY-C 109 c 12x12 7 88 c 12x12 7 81 c 12x12 7 79 c 12x12 7 OFFICE 91 c 10x6 7 101 c 10x6 7 119 c 10x6 7 125 c 10x6 7 RECEPTION 109 h 10x6 8 109 h 10x6 8 109 h 10x6 8 109 h 10x6 8 rTrunks 384 h 11 384 h 11 402 c 11 426 c 327 c 9 265 c 9 244 c 9 238 c 9 Branches 689 c 12x12 14 630 c 12x12 :11'3 646 c 12x12 1 .' i 664 c 12x12 14 n Rates lHeatina FR 0.080 1 0.080 0.080 0.080 oolin FR 1 -0.120 1 -0.120 -0.120 -0.120 � N4A6'tlghtsof't- 2018-Dec-1715:14:42 '� Rig ht-Su ite®Universal 2018 18.0.19 RSU07142 Page 14 ...JNiarvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N 4y MIX t � I rkt`sr �1j'i f 4..- - v-s. in6="N r .M. r. .r;„ ur' ham.;l ..�, • ' .S_�,.tL r,,. For: HARVEST POINTE CLUBHOUSE �w�,g .,a.r .c s.a• � . ,a,,r a; t ate ,� ,6, .ray DuctName _ Largest',-," Smalest Reg CFM.' Reg Size Duct Size Reg CFM Reg;Size a,Du4t Size` _? Supply.Branches HALL 2 106 c 12x12 7 97 h 12x12 7 ALL 2-A 106 c 12x12 7 97 h 12x12 7 LIBRARY-A 109 c 12x12 6 77 c 12x12 6 LIBRARY-B 109 c 12x12 7 77 c 12x12 7 LIBRARY-C 109 c 12x12 7 77 c 12x12 7 OFFICE 130 c 10x6 7 91 c 10x6 7 RECEPTION 118 c 10x6 8 109 h 10x6 8 u I Trunks t1 460 c 11 384 h 11 reum 27 c 9 232 c 9 Branches 03 c 12x12 14 630 c 12x12 �'1' 'n Rates FR 0.080 FR 0.120 -0.120 w ri+g9.9'Itsoft,, 2018-Dec-1715:14:42 m t.;:n Imo........—i..— Right-Suite®Universal 2018 18.0.19 RSU07142 Page 15 ...J\Harvest Pnt.Clubhouse Load Calc(Rev.00).rup Calc=MJ8 Front Door faces: N - I GRCH ARCHITECTURE PC ' 3750 EXPRESS DRIVE SOUTH t r SUITE 202 F ISLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM (631)664-3395 December 6, 2018 Harvest Pointe 51 Millstone Lane Cutchogue NY 11935 Re: Building Permit No.42094 Clubhouse Robert Fisher—Fire Marshal John Jarski—Senior Building Inspector Gentlemen, Please accept the revision to our approved filed documents forthe Clubhouse at Harvest Pointe removing both"Exit" signs above shower room exit doors as they are not required for means of egress. ED ARC Respectfully submitted, �5 �oeERT oy�h�TF - a Glen Cherveny,AIA, LEED AP >,9T o230rJ y0� Principal SOF NE`N i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF SUUjP.O. Box 1179 54375 State Route 25 �0� Op Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � l� Telephone: 631765-1938 www.southoldtow-xmy.gov �yCOUNT`1,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 14, 2019 Mr. HenryAlia Rimor Development.LLC P.O. Box 908 . Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St.; Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for clubhouse of the_above- referenced Residential Site Plan have been completed based on submitted exterior lighting materials and the site inspections made January 7th and January 14th , 2019. The clubhouse is now in general conformance with the Approved plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for the Clubhouse. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J. ilcenski f Chairman Li cc: Michael Verity, Chief Building Inspector fl James Richter, Stormwater Manager '= FEB 1 4 2019 / 1 • • COMMENTS FOUNDATION(1ST) - � ut"'. CC GG N� FOUNDATION (2N,11)) WA ROUGH FRAMING& 'M PLUMBING a iij Tim INSULATION PER N.Y; STATE ENERGY C*QD-Z- �.�••.�. •:� is% :�� ... � � J ® 1/ iILAJ POP [['��r / J / rl �' v. MIA"' Fo MMENTS ADDITIONAL C6 OVA i r—aftffi ♦' m FM MUMS"ZIAIWAZ PAW t V, LAS ��•�il•'-:`•il�Z�� i11 � Lif- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION C ECKLIST BUILDING DEPARTMENT Do you have or need the following, efore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board appy al FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. — Check Septic Form testees- / C.O.Application Examined ,20 _Q i Truss Identification Form storm Contact: q,08 Approved , Mailto: a© ,bax Disapproved A20 � Expiration IV 20 :6 OCT - 42017 Inspector BUILDING dL PT. APPLICATION FOR BUILDI NW)UTHOLD ; Date J ' 20 � INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have"been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,hou ing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspection_ s.. (Signature of applicant or name!,if a corporation) Pa ® qo g 0& 0 1-e- Ntll 1143r (Mailing addr s of applican State whether applicant is owner, Jesse , agent, architect, engineer, general contractor, electrician, plumber or builder i Name of owner of premisesQ (As on the t x roll or latest deed) If applicant is corporation i ripture f 1autho 'zeicer (Name and title ifcorporate ficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location pf land o wlyi�h pro osed rk i�1 be done: A fit / �o► t 44 1�oc�� P'�e . Lo — House Number Street Hamlet County Tax Map No. 1000 Section ( O iBlock` C�+ Lot : SubdivisionFiled Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy _ ec M M G �0 ey 04 S 3. Nature of work(check which applicable): New Building L11 Addition Alteration Repair -Removal Demolition Other Work 4. Estimated Cost Z-Q� e Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Storie's Dimensions of same`structure with alterations`or additions: Front Rear Depth Height C�((�� Number of Stories J/f I O I /( Rear C� I� t/ Depth / M ! l% 8. Dimensions of entire new'construction: Front p Height 3 g i p a Number of'Stories i,� 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction viola any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO Pkf 14. Names of Owner of prem is s (_L L' Address � � f Phone No. Name of Architect CT Address [Phone No 6 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BtEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and,distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographica data on survey. 18. Are there_any covenants and restrictions with respect to his property? * YES NO k IF YES, PROVIDE A COPY. . b .4 P STATE OF NEW YORK) SS: COUNTY OF �C+4-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ing contract) above named, (S)He is the el0164 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge alid belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th}'' _ day of lJ� � 20 j� BUNCH CQ�dt�il:D. ic,y�tate of Nerou Yo Notary N WBUS185050 1K%JVUI.17 Notary Public Quaijed in 500 14,2 ignatur f plicant commission Expim ppn'l Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 R 0. Box 1179 C Southold, NY 11971-0959 — BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: . t Owner. t ✓ � Lr C�� Location,of Property: Please.'t .notice that the{check applicable f e):00,07 " ., New commercial or residentlat tructureJij `''t'Addition to exitbng commercia(,or residential struc#frrz '.i 4 Rehabilifia#iQn}moone)astmd°comrlercial or reslderi�atstructure to be.constrt��eiti` :r'..perFormed=at the subjdctprce operty referenta6`dve will'11-tili e (check ap 'cat(e'<le}: Triss.tyPe:eonstruction (TT) Pre-engih6& ed-'Wpod construction (PW) `Timber constrarelat in the following location(s) (check applicable i ne):A'- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof ing R) . Signature: Name (person submitting this for ��✓ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ 1 ✓.'.w.?C,.Ytj r•�ylr�"'r'tKi4'r�i� i s-•�-7��.vjard+. +t'^• h �"' �}., -�_ •+�at c•-f l...r.9 rti`'C 7'it. �9 t�#;� syf`�'�x�':^'1�:a.t1"'.`+'�'�1`,�61�,+,ritr'•;� 'y'�q-`+ att _ c� t s`• �ty7 .,fir• �... >�Z��..-•....'?,�,•'• L '�t3'r�y4..o .0..�,�—'1 Jz• 7;,-�_,}7..,�..��syl,:.r7K•f rxuy t cJ x ati'i..'r � a:�ry�t. t.•� '4Y� +1 `JNt'+r�itTF^' � } •+•.-y'�y�:; `,gii,sy"a?'k !t�T�t r7 't`.}vj!'y�f :�� r r h2 tv 2 f"� � �?r r:AYj of 'eZt 1.�*•r"'£tach. a r sra{ ti?;r�'•• 7 c ..4"�:' e+tfrtT."�f'F'n r r'}� ar',�'� '�f 4 ° •;« t•.,.♦.qtr •.. ✓� `'-j2..- '.vim'.. s �.,�,•. i g. .i_ ��,�f"�tit ,i•1.. Ti t {i�it�• }jS ♦.nJ. !,L `3..i �.'T f..�•a1G «'idyf"`� q1,�f .: '�'`� `d •ti`Y r�l.T r - �a•wq 2 r ! rt it job 40 x^'i'• Y t. rtr t i �t } 04 � i. ��•t - / :4} 2 J' s Y� 2 • 1 • •. , •:..�: 1 1 1AMR g�fFQl� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town HallAnne ld 5New5 Main Road - PO Boz 1179, r� Y rk 11,971 .0959 l Telephone (631) 765-18,02 FAX (631) 765-9502 rocier.richertA own.southold ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED''BY .... ._. ......, , Date: _ Company Name:. T'd.rt Name: License No.: : G 1 , Address: ;p - ox l Phone No.: JOB SITE INFORMATION: (All Informat��o'' Required) Name; W f�7V Address: Cross Street: Phone No.: f , Bldg.Pen it#: 4 Llemail: Ae p Tax Ma District: 1000 ection: . 6 .1 Block: Lot: 'BRIEF DESCRIPTION OF WORK (Please Print Clearly) , Circle.All That Apply: Is job ready for inspection?:. Y / NO Rough In Final Do you need a TempCertificate?: ES NO Issued Gh Temp Information; (All information,re uirt,100 1 S (LPh3 Ph Size:. ,A :#Meters Old Meter# New Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 ' .)2 H Frame Pole. 'Work done on Service? Y N Additional Information; • .PAYMENT DUE WITH APPLICATION e, ;Request for Inspection'FormAs '6, �� Nunemaker, Amanda From: Richter,Jamie Sent: Thursday, February 14, 2019 11:25 AM To: Verity, Mike; Nunemaker,Amanda Cc: Collins, Michael Subject: Harvest Pointe Stormwater Review for the Clubhouse & Units #'s 77,78, 81 and 123 Attachments: Harvest Point Stormwater Approval 2 19.pdf Mike&Amanda Here is a Stormwater Management approval for the above referenced Clubhouse and Units# 77, 78, 81 and 123 The drainage is complete for all of section 1 and I will prepare additional approvals as units get close to being CO'd. Jamie a ;�W� James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtowmy.gov/index.aspx?nid=1 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 6FFICE LOCATION: MAILING ADDRESS: Town Hall Annex �"V SQUlyO P.O. Box 1179 54375 State Route 25 O l0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D [ECIE5V[En V October 17, 2017 OCT 1 9 2017 John M. Wagner, Esq. BUILDING DEM- 100 Motor Parkway, Suite 156 TOWN,OF SOUTHOLD Hauppauge, NY 11788 Re: Amend Phasing Plan of the Site Plan for The Heritage at Cutchogue 75 Schoolhouse Rd., n/w corner of Griffing St. & Schoolhouse Rd., Cutchogue SCTM#1000-102-1 Zoning District: Hamlet.Density - HD Dear Mr. Wagner: 3-3'S n-0VJ The following resolution was adopted at a meeting of the Southold Town Planning Board on October 16, 2017: WHEREAS, on September 20, 2017, the Planning Board granted Final Approval to this Site Plan application; and WHEREAS, on October 2, 2017, the applicant's agent met with representatives of the Office of the Town Engineer and the Plaffi ing Board Chairman at the site to inspect the site; and WHEREAS, on October 13, 2017, the applicant's agent submitted a request, via e-mail, to amend page PH-1 Construction Phasing Plan of the approved site plan, and that this request involved clearing and grading interior portions of later phases of the project area for the purpose of obtaining fill material to complete Phase 1; and WHEREAS, on October 13, 2017, the applicant submitted an Expanded Environmental Assessment for Construction Phasing, which assessed this request and analyzed the potential impacts as described in the FEIS and Findings Statement for this project as they related to the proposed clearing program change; and WHEREAS, on October 16, 2017, the applicant submitted a letter with details of the request to clear portions of Phases 2, 3 and 4 during Phase 1, as well as a Sketch Plan identifying the areas to be cleared; and 'The Heritage at Cutchogue 2 October 17, 2017 WHEREAS, the alternative to amending the timing of some of the clearing in later phases was to import fill material, and this alternative would cause a significant increase in truck traffic, and WHEREAS, the Planning Board, after review of the Expanded Environmental Assessment, found that the potential adverse impacts of the proposed clearing program change will not be significant as all the mitigation measures including wildlife sweeps, the Community Air Monitoring Program, the Soil Management Plan (dust control, arsenic testing), the Construction Health and Safety Plan, and the Construction Traffic Management Logistics Plan remain in place; be it therefore RESOLVED, that the Southold Town Planning Board hereby amends page PH-1, Construction Phasing Plan of the Site Plan for the Heritage at Cutchogue,.also known as Harvest Pointe, to address encountered field conditions, as set forth in the letter dated October 16, 2017 from the applicant, and further discussed in the Expanded Environmental Assessment for Construction Phasing dated October 13, 2017. Please call this office with any questions. Respectfully, t. s Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector, with map James Richter, Engineering Inspector, with map Encl. Request letter from applicant dated October 16, 2017 • Expanded Environmental Assessment For Construction Phasing dated October 13, 2017 • Sketch of areas to be cleared October 16, 2017 02— - Town of SoutholdPlanning Board Town Hall Annex Building54375 Route 25 PO Box 1179 Bioard Southold, NY 11971 Re: Heritage at Cutchogue (Harvest Pointe at Cutchogue) Cutting of grade in areas of Phase 2, 3 and 4 for fill to be utilized in Phase 1 To whom it may concern, It has been found that upon clearing the Phase 1 area and subsequently starting on the rough grading and site infrastructure, fill is required to bring the roadways, areas in and around the. buildings and the common area in this phase to grade. Unfortunately, the fill necessary to perform this action exists in Phases 2, 3 and 4 requiring that some of the areas in these phases will need to be disturbed. The Town engineering department was made aware of this situation and site inspections were performed on Monday, October 2nd with the Town engineering inspectors, Jamie Richter and Michael Collins along with the Planning Board Chairman, Don Wilcenski and on Friday, October 6th with Heather Lanza, the Planning Director. In order to generate the fill necessary to properly bring Phase 1 to grade disturbance in future phases will be required as follows: Phase 2 - approximately 4.8 of the 6.3 areas Phase 3 - approximately 2.6 of the 6.6 acres Phase 4- approximately 3.6 of the 6.1 acres Let it be noted that the perimeter areas of these phases will not be disturbed which will mitigate dust and noise to the surrounding neighborhoods.A sketch of the areas to be disturbed and the fill generated from these areas was completed on a site plan and provided to the engineering department and planning director. The following phasing plan notes and sequencing of the same for Phases 2, 3 and 4 on the Construction Phasing Plan, sheet PH-1 of the approved site plan, will be followed and completed for each phase during this process: Step 2 - Wildlife Sweeps Step 3 - Mobilization - most of which has already occurred during Phase 1 Step 4- Limited Clearing for ESC Installation Step 5 - Erosion and sediment Control Installation Step 6 - Clearing and Grubbing/Tree Relocation and Buffer Restoration E 0 I;mVrbb IOOMotn Pahvry —rel wk vs _ R°u 7340RY 11iBB - - - - Fj L - - , y� L Q PHASE 1 q _ ! DRAINAGE P E L I TI RESERVE ,-j AREA H 2 I RUFFERARRATO REMAIN I .. NATURALAROUNDSM OM GRADING PLAN FOR ' LUUMOFNATUTALARFA - ` I Sy -� �� W � �•y ' RESERVE E I AREA ' II L PHASE 2— -- Harvest Pointe at I" Cutchogue a Tu of So New York 7mma95outhoid _ General Sell ManagemeatNotes SoR Handlingrresting Notes a uo$.,uvxwammm�..om. `�,•K�n.�a u�'�`�wn°'no.vti � - �xv�eoaouv.,,mus:mv — ,;("c (��{3Li Bao Cw�(C.• „v.mm,•avoo."��n�m,."� r•rm,mw�°K�w mn.w •-• wNao.loss r f;�obi Ck•yet• m„�,,,m,,,,,, ,',n�,,;i��u�g�v SCTM:1000-102-OL-33.3 Soil Stripping Plan uA46tA: SMP-1 rzo 19909aU SCDHS Reference tt C10-06-0013 EXPANDED ENVIRONMENTAL ASSESSMENT for CONSTRUCTION PHASING THE HERITAGE AT CUTCHOGUE Site Plan Application North side of the intersection, Griff ng Street and Schoolhouse Road SCTM: 1000-102-011-33.003 Hamlet of Cutchogue,Town of Southold Suffolk County,New York Prepared for: The Heritage at Cutchogue,LLC 1721-D North Ocean Avenue Medford,New York 11763 Contact:Henry Alia For submission to: Southold Town Planning Board c/o Town Planning Department 53095 Route 25,PO Box 1179 Southold,New York 11971 Contact:Heather Lanza,AICP;Town Planning Director (631)765-1938 Prepared by: Nelson,Pope&Voorhis,LLC 572 Walt Whitman Road Melville,New York 11747 Contact: Charles Voorhis,CEP,AICP,Managing Partner NP&V Project No. 00026 October 13, 2017 EXPANDED ENVIRONMENTAL ASSESSMENT for CONSTRUCTION PHASING THE HERITAGE AT CUTCHOGUE Site Plan Application North side of intersection, Griffing Street and Schoolhouse Road SCTM: 1000-102-011-33.003 Hamlet of Cutchogue,Town of Southold Suffolk County,New York Prepared for: The Heritage at Cutchogue,LLC 1721-D North Ocean Avenue Medford,New York 11763 Contact: Henry Alia For Submission to: Southold Town Planning Board c/o Town Planning Department 53095 Route 25,PO Box 1179 Southold,New York 11971 Contact:Heather Lanza,AICP;Town Planning Director (631)765-1938 Prepared by. (Environmental Analysis and Planning) Nelson,Pope&Voorhis,LLC 572 Walt Whitman Road Melville,New York 11747 Contact: Charles Voorhis,CEP,AICP;Managing Partner (631)427-5665 (Civil Engineering) VHB Engineering, Surveying&Landscape Architecture,P.C. 100 Motor Parkway,Suite 135 Hauppauge,New York 11788 Contact:Kevin Walsh,P.E.,Principal (631)787-3400 October 13, 2017 Copyright ©2017 by Nelson,Pope,&Voorhis,LLC NSLSON POPE 6 VOORHIS.LLC ENVIRCNINENTAL• PLANNINS•CONSULTING Page i The Heritage at Cutchogue Expanded EA for Construction Phasing The subject site consists of 45.99 acres on the north side of the Griffing Street and Schoolhouse Road intersection, in the hamlet of Cutchogue, Town of Southold, Suffolk County,New York, and is more particularly described as: Suffolk County Tax Map Number: Section 1000-102.00-00100- 33.003. The assessment addresses key areas of potential impacts including potential impacts to vegetation, wildlife,soil or transportation resources or conditions of the project site or vicinity. Phased clearing was proposed, and its impacts were addressed, in the Final EIS and the Findings Statement. Subsequently, detailed engineering plans were developed for Phase 1 development, the Town granted the necessary site plan approvals, and Phase 1 of the project is presently under construction. The grading plan for Phase 1 revealed the need to deposit a substantial amount of fill material in a portion of Phase. 1, in order to provide proper grades for residential lots and the project's stormwater runoff system. In conformance with the general goal of minimizing impacts on the vicinity associated with truck traffic during export or import of soil to or from the site, the Applicant plans to use the excess soil that would be generated•from Phases 2, 3 and 4 for this fill material. Consequently,the planned phased clearing program of the site has been revised from that described in the FEIS and Findings Statement, so that portions of Phases 2, 3 and 4 will be cleared to provide fill material for Phase 1 of the development. It is noted that the cut and fill on the overall site is nearly balanced. If the.use of material from Phases 2, 3 and 4 is not provided as a source of fill material for Phase 1, material will need to be trucked to the site to complete Phase 1. This would result in extensive truck traffic during Phase 1, as well as excess material at the end of completion of Phases 2, 3 and 4 due to the need to export material. The solution to make fill material available from Phases 2, 3 and 4 to complete Phase 1 avoids these impacts. The purpose of this Expanded EA is to provide the Board, the entity having discretionary jurisdiction over the site plan application, with information necessary to support its determination regarding the potential impacts of the changed construction and clearing program for the project. In this way, the "hard look"required by SEQRA at potential impacts of the project will be taken, and conformance to SEQRA requirements will be maintained. This document is organized to address each of the three types of potential impact associated with clearing that were identified in the Findings Statement. This format enables the Board to quickly find the new impact analyses and correlate teach to corresponding discussion as contained in the Findings Statement. On a preliminary basis, and as described in more detail herein,potential significant adverse impacts from the updated construction program have not been identified. This is primarily due to the following factors that are incorporated into the proposed change in the construction process: 1. All fill source areas in Phases 2, 3 and 4 are within the subject site and not near the perimeter of the site. i�rC7T�l Page 2 Gf N4'•QJ.2:1T,.:..rL.=.^te'.T�.::GY.9_L'e.C. The Heritage at Cutchogue Expanded EA for Construction Phasing As noted above, the FEIS and Findings Statement provided an estimate of the total acreage of land to be cleared for Phase 1 (19.3± acres), and it was on this assumption and value that the evaluation of impacts in the FEIS and Findings Statement were based. However, subsequent detailed engineering analysis indicates that grades of about 4.3 acres in Phase 1 will require filling to a depth averaging eight(8)feet. This equates to approximately 1,500,000 cubic feet of fill, or 55,556 cubic yards (CY) of fill. As the Applicant proposes to use excavated soil from within the site (i.e., soil excavated during clearing of Phases 2, 3 and 4), it is now proposed to generate this volume of fill by excavating 11± acres of land in Phases 2, 3 and 4 to an average depth of three (3) feet (see Appendix A). As a result, it is necessary that approximately 11 acres in Phases 2, 3 and 4 be cleared in association with development of Phase l,.rather than delay clearing of Phases 2, 3 and 4 until such time that these phases are to be developed. Table 1 provides a comparison of the acreages anticipated to be cleared for each phase of the project, for both the approved project and for the proposed phased clearing program. As can be seen, the effect of the program change is to increase the acreage of land cleared for Phase 1 of the project, from 19.3 acres to 30.3 acres. However, the proposed clearing program change will not change the total acreage of land cleared for the overall project; the same 38.3 acres as analyzed in the FEIS and Findings Statement will be cleared under the proposed clearing program change. The difference is that the proposed clearing program will clear 11±acres of land in Phases 2, 3 and 4 as part of Phase 1 development, whereas, under the approved plan, these -11± acres would be cleared later, as part of the 19 acres of clearing for Phases 2, 3 and 4. Thus,the proposed clearing program change will not change the amount of clearing for the overall project; it merely changes the amount of clearing for Phase 1 (for 11± acres of land that would later be cleared anyway, for Phases 2, 3 and 4). Additionally, the proposed clearing program change will not alter the amount or configuration of naturally-vegetated land to be retained as buffers and/or open spaces. Table 1 COMPARISON OF PROPOSED CLEARING Approved Clearing Program vs.Proposed Clearing Program M� .�+•,scf � &r ""�.$+�"F. �� "''#- �... {?!�s?..-�.. ��d�# .� �`""-,K"•'� �'�• �i ��. f�42a�°�`�1�� ..t"�."rte.t #,� Areas to BerCleare�for I?hase ;acres= �y� � 5 Parameter A�eas��o�Be�Cleared�far�Pro�e�e�(acres) Approved Proposed t. Phase 1 19.3 19.3 19.3 Phase 2 0 4.8 (4) 6.30) Phase 3 0 2.6(4) 6.6(2) Phase 4 0 3.6(4) 6.1 (3) Totals 19.3 30.3 38.3 (1) 1.5 acres of additional clearing on Phase 2 will occur,when developed. (2) 4.0 acres of additional clearing on Phase 3 will occur,when developed. (3) 2.5 acres of additional clearing on Phase 4 will occur,when developed. (4) Totals 11±acres of additional proposed clearing in Phase 1 development. To provide further mitigation of potential impacts, the Applicant intends to conduct the clearing on Phases 2, 3 and 4 in a sequenced manner, wherein the needed fill material is initially obtained from Phase 2 then, when these 4.8 acres are exhausted, fill from the 2.6 acres in Phase 3 will be obtained. At such time that all 2.6 acres of Phase 3 have been exhausted, the 3.6 acres of Phase 4 Page 4 NELSON rpt f-voccc ;b u.c g E^:.nim-^iEiJT�•r;,srv�u.G.CCS:S._'o•i. The Heritage at Cutchogue Expanded EA for Construction Phasing Mitigation: 1. 23+/-acres of open space to be set aside as open space(50 percent of the site). a. Of this, 6.52+/-acres will be in the form of a natural buffer of 50'or more around most of the perimeter (not-to be cleared or graded), including areas of the Successional Old Field, Successional Shrubland and Successional Southern Hardwoods ecological communities. b. An area of 9+/- acres will be managed as natural habitat after replanting with native vegetation(and will not include long-term irrigation). c. The natural buffer and native vegetation areas together include 15 +/-acres or 32% of the project site that will be managed as native vegetation and wildlife habitat. i. These areas will be identified on the site plan. ii. Management of areas for native vegetation and wildlife habitat (as recommended from the New York State Department of Environmental Conservation Natural- Heritage Program)will include the following: 1. Mowing Timing-No mowing from May through October 15 to avoid turtles and ' other wildlife 2. Mowing Rotation - mowing permitted only once a year after October 15, once every two years is preferable. Another option is to mow half the area.one year, and the other half the next year. 3. Mower Style — Avoid flail mower heads with.guide bars that ride along the ground. 4. Mowing Height—No less than 7 inches of stubble height must be retained to reduce mortality and retain important cover for animals. 5. Mowing Pattern - Mow in a pattern from the center outward to avoid congregating fleeing animals into the center. 6. Invasive or noxious plant removal must be done by hand-pulling only. 7. Buffer area—no mowing allowed. d. Additional existing trees on the edges of the natural areas with high wildlife value, such as oak species, will also be preserved to the greatest extent practicable and where they will not interfere with necessary grading and drainage. Particularly valuable trees may require some adjustment to the location of grading, drainage and septic systems to preserve them. 2. The construction phasing plan has been changed from the entire property being clear-cut and graded all at once, to a more gradual phased plan where the property will be cleared and graded in four phases over time. Each phase will be completed with native plantings in the natural areas and buffers in place prior to the next phase being cleared to provide some replacement of the habitat. 3. The clearing of each phase will follow the schedule that is reviewed and approved by the Planning Board prior to final site plan approval. 4. The roadway section from the emergency access to the cul-de-sac will not be cleared until Phase 4 to preserve more undisturbed natural habitat for a longer period. 5. Existing native evergreens and shrubs will be preserved and transplanted into and adjacent to the buffers, and throughout the site where appropriate. 6. Clearing, grading &transplanting will occur only in the areas identified within the limits of each phase. d� Page 6 f.SL.]CN 'CJFL"6 VCTx.a7 LLC F_I`Mk':KYc':NTAL,.P_AJ LNG.COSi:�t TINQ The Heritage at Cutchogue Expanded EA for Construction Phasing h. Turtle barriers may not be removed from the site until that phase of the project is complete and is stabilized by vegetation. i. Routine turtle barrier maintenance is required during the Turtle Active Season (April lst through October 31st) — Once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. j. Outside the Turtle Active Season (November 1st through March 31st) — If the barrier has been left in place over the winter months and construction is on-going, a biologist shall conduct an early season inspection in late March or early April to facilitate any repairs or alteration necessary for the barrier to function for turtle protection. k. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles. 1. The survey effort required must equal the following: area of impact x 4 person-hours/acre= total person-hours of survey effort in. Timing of survey L The survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. ii. Surveys must be conducted at the time of peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist: n. Any box turtles found during the search will be captured and relocated to an undisturbed area on the property as far from the proposed clearing as possible. o. Documentation and results of the survey must be provided to the Planning Department as soon as possible after completion. 15. Northern long-eared bat(Myotis septentrionalis) Correspondence from the New York Natural Heritage Program (NYNHP) included in the DEIS indicates that no agency records currently exist for northern long-eared bat (Myotis septentrionalis), however, this is not a definitive assessment on the current or future use of the site by the species. To minimize loss of northern long-eared bats, the following actions shall be taken: a. Trees around the perimeter shall be preserved within the buffer shown on the site plan. b. Trees capable of providing roost trees outside the buffer shall be preserved to the greatest extent practicable. c. A wildlife biologist experienced with finding bats will be deployed on site prior to any tree- clearing to search for any signs of bat roosting. d. Avoid tree removal during the pup season from June 1 through July 31. 16. Spring peepers(Pseudacris crucifer) The occurrence of Spring peepers or habitat thereof on site could not be verified by field observations and site analysis. No mitigation to prevent impacts to the species or habitat is proposed. Based on the foregoing, all significant adverse impacts to vegetation and wildlife have been mitigated to the greatest extent practicable. It should be noted that the proposed clearing program changes are limited to the timing of clearing activities that have already been described and evaluated in the FEIS and Findings Statement, and will not change either the amount or configuration of clearing on the overall site. �! Page 8 Il-�• L�J>E!i•IOL .*�.LLC *u•G The Heritage at Cutchogue Expanded EA for Construction Phasing Potential Impacts: 1. Loss of agricultural soil. The loss of approximately 92 percent of the soils on site classified as productive agricultural soil is an unavoidable impact. Development of the subject property for residential use, in accordance with its zoning classification and development design makes continued agricultural use of the property infeasible. Therefore, the loss of agricultural soils is an adverse impact that cannot be mitigated. 2. Erosion The loss of topsoil through erosion when the soil is exposed is possible during construction. Mitigation for Potential Erosion: The following measures will be implemented to reduce the potential for erosion and sedimentation due to construction activity: 1. Limits of clearing and grading will be established, and construction fencing will be installed along the limits. 2. Existing vegetation to remain will be protected and remain undisturbed during construction. 3. Sediment barriers (silt fence) will be installed in critical areas for erosion control purposes including the down-slope limit of all cleared/graded areas. No sediment from the site will be permitted to wash onto adjacent properties or roadways. 4. A stabilized construction entrance will be maintained to prevent soil and loose debris from being tracked onto adjacent roadways. The construction entrance will be maintained until the site is permanently stabilized. 5. Clearing and grading will be scheduled to minimize the size of exposed areas and the length of time areas are exposed. 6. Cleared areas, exposed soil and stockpiles will be kept stabilized through the use of temporary seeding and other measures as approved by the Planning Board and the Town Engineer. 7. A dust control and watering plan will be instituted to prevent surface and air movement of dust from disturbed soil surfaces. 8. Drainage inlets will be protected through the use of sediment barriers and traps as required. 9. Sediment barriers and other erosion control measures will remain in place until disturbed areas are permanently stabilized. 10. Paved areas and drainage system will be cleaned and flushed out as necessary to remove any silt and debris. 11. Soil Management Plan In addition, a more detailed soil management plan will be developed that will include many of the measures listed above. The soil management plan is directed, in part, towards mitigating impacts to public health from soils potentially contaminated with arsenic, and fugitive dust, as well as erosion. 12. Vegetated Buffer A natural, vegetated buffer will be left around the perimeter of the site and will be supplemented with evergreens. This buffer will provide mitigation by not allowing soil to be stripped all the way to the property line, and by providing a windbreak to reduce wind erosion. Plantings within this buffer area will be done carefully and using procedures to prevent windblown soil and dust. The specific procedures will be determined in the Overall Planting Plan and Soil Management Plan described above. The proposed clearing program change will not increase the overall acreage to be cleared on the site than was already subject to analysis in the FEIS and Findings Statement; the proposed tr �rLl C Page 10 Er:vu+pr.:rn ��.Pan Y'\G CUISA—'.K•10 The Heritage at Cutchogue Expanded EA for Construction Phasing • The fill source area will be subject to the Soil Management Plan (SMP) pursuant to the approved site plan and resolution of approval. With regard to the SMP, mitigation Item 11 above addresses the preparation of a detailed Soil Management Plan designed to include not only the measures stated in Items 1 through 10 (of the Mitigation identified.in the Findings Statement), but also mitigates impacts to public health from soils potentially contaminated with arsenic. The Applicant will have the required SMP prepared in full conformance with the FEIS and Findings Statement, and the proposed clearing program changes will conform to the requirements of that SMP. As discussed in Section 2.0 and noted above, the Applicant will conduct the additional clearing on Phases 2, 3 and 4 in a sequenced manner where the 4.8 acres of clearing for Phase 2 will be completed before clearing of 2.6 acres on Phase 3 begins; the additional 3.6 acres of clearing for Phase 4 will commence after completion of the additional clearing in Phase 3. The intent of this sequenced clearing operation is to help.reduce adverse impacts, by limiting the area on which clearing is conducted at any one time, and reducing truck noises and emissions by reducing the distance between sites of excavation and filling. 3.3 Transportation The Findings Statement contains the following with respect to Transportation resources: Potential Impacts: The potential impacts to transportation, as a result of the proposed development, have been comprehensively evaluated in the Traffic Impact Analysis (TIA) Report included as Appendix G of the DEIS, and summarized in Section 3.1 of the DEIS text. The TIA Report concluded that "[t]he traffic generated by the proposed development can be accommodated by the adjacent roadway network." While the Lead Agency agrees that the volume of traffic from the development once completed can be accommodated by the adjacent roadway network, there remain safety and quality of life impacts related to traffic that must be mitigated. 1. Traffic safety due to increased traffic from the development. 2. Pedestrian safety due to increased traffic from the development. 3. Traffic and pedestrian safety in the short term during the construction phases of the proposed proj ect. Mitigation: 1. Re-alignment of the intersection of Schoolhouse Road and Griffing Street so the two roads meet at approximately a right angle to be designed and installed at the expense of the Heritage at Cutchogue. The project driveway does not have to meet the intersection at a right angle,however the final design will be subject to approval by the Town Engineer, Town Highway Superintendent and the Planning Board as part of the final site plan approval. 2. Subject to Southold Town Board approval, create a three-way stop intersection where the project driveway meets Schoolhouse Road and Griffing Street. In other words, Stop signs will be installed so that all traffic will stop at this intersection, regardless of the direction is it traveling. The installation of these stop signs will be at the expense of the Heritage at Cutchogue. Uffi sropPage 12 NELSON PCr-E E 4C DF' vS LLC [nt'-�L�W`cNT?L.P_pfVlL\K'.COiS..LTfI!i The Heritage at Cutchogue Expanded EA for Construction Phasing Based on the foregoing, all significant adverse impacts to transportation have been mitigated to the greatest extent practicable. It is not expected that the proposed clearing program changes will change the results of the traffic impact analysis for the overall project, which was subject to Board analysis in the FEIS and Findings Statement. The change in the sequence of clearing during Phase 1 is not expected to increase the level or duration of impact on traffic flow in the vicinity as the ultimate clearing and grading for the overall site was anticipated and assessed in the DEIS,FEIS and Findings Statement. Though the sequencing of on-site activity will change, the overall construction related activity is expected to remain the same as previously, anticipated. In addition, these impacts will be temporary in duration and, staging and construction management are addressed through Mitigation 6 as noted above which calls for a Construction Traffic Management and Logistics Plan. The Applicant has been working with the Town to ensure that construction is properly managed and will continue to do so to ensure that off-site impacts due to construction are minimized to the maximum extent practicable. This plan seeks to locate staging areas such that earthmoving equipment is stored on-site overnight; as a result, there would be no local roadway impact at all. During the workday, these trucks will operate entirely within the site, moving excavated fill material from Phase 2, 3 and 4 to Phase 1, so that no impact to the vicinity will occur. Finally, when development of Phases 2, 3 and 4 occurs, additional clearing within these phases will occur, to conform to the values upon which the traffic impact analyses of the FEIS and Findings Statement have already been prepared. The numbers of truck trips generated during these times will be less than those assumed for the FEIS and Findings Statement, as substantial portions of Phases 2, 3 and 4 will have already been cleared, thereby reducing the number of truck trips and/or duration of clearing activities involved, and thereby reducing traffic impacts. The nature and extent of the proposed clearing program changes will not require any changes to the mitigation measures specified in the FEIS and Findings Statement with respect to traffic- related issues. It is further noted that the cut and fill on the overall site is nearly balanced. If the use of material from Phases 2, 3 and 4 is not provided as a source of fill material for Phase 1,material will need to be trucked to the site to complete Phase 1. This would result in extensive truck traffic during Phase 1, as well as excess material at the end of completion of Phases 2, 3 and 4 due to the need to export material. The solution to make fill material available from Phases 2, 3 and 4 to complete Phase 1 avoids these impacts. 4.0 SUMMARY & CONCLUSIONS The impact analyses presented in this document are intended to be useful to the Board in its determination of the significance of the potential impacts of the proposed clearing program change. The following summarizes the anticipated impacts of the proposed action, as described and discussed in Section 3.0 of this document. Page 14 hti: l POPE S VCC>:ES.LLG f_hVi�'t TlEMAL.P J.Al�.CCT:_7_�-sG r The Heritage at Cutchogue Expanded EA for Construction Phasing additional clearing include: increased risk of soil erosion, and increased potential to raise dust from denuded soil surfaces. However, it is noted that these impacts will be temporary in duration and, when development of Phases 2, 3 and 4 occurs, additional clearing within these phases will occur,to conform to the values upon which the impact analyses of the FEIS and Findings Statement have already been prepared. • The nature and extent of the proposed clearing program changes will not require any changes to the mitigation measures specified in the FEIS and Findings Statement with respect to erosion control measures,dust control measures, soil management plans,or retention of naturally-vegetated buffers. • As discussed in Section 2.0, the Applicant will conduct the additional clearing on Phases 2, 3 and 4 in a sequenced manner where the 4.8 acres of clearing for Phase 2 will be completed before clearing of 2.6 acres on Phase 3 begins; the additional 3.6 acres of clearing for Phase 4 will commence after completion of the additional clearing in Phase 3. The intent of this sequenced clearing operation is to help reduce adverse impacts, by limiting the area on which clearing is conducted at any one time,and reducing truck noises and emissions by reducing the distance between sites of excavation and filling. Transportation • It is not expected that the proposed clearing program changes will result in any changes in the impacts associated with overall project, which have already been subject to Board analysis in the FEIS and Findings Statement. • The change in the sequence of clearing during Phase 1 is not expected to increase the level or duration of impact on traffic flow in the vicinity as the ultimate clearing and grading for the overall site was anticipated and assessed in the DEIS,FEIS and Findings Statement. Though the sequencing of on-site activity will change,the overall construction related activity is expected to remain the same as previously anticipated. In addition, these impacts will be temporary in duration and, staging and construction management are addressed through Mitigation 6 as noted above which calls for a Construction Traffic Management and Logistics Plan. The Applicant has been working with the Town to ensure that construction is properly managed and will continue to do so to ensure that off- site impacts due to construction are minimized to the maximum extent practicable. This plan seeks to locate staging areas such that earthmoving equipment is stored on-site overnight; as a result,there would be no local roadway impact at all. During the workday, these trucks will operate entirely within the site, moving excavated fill material from Phase 2, 3 and 4 to Phase 1, so that no impact to the vicinity will occur. Finally, when development of Phases 2, 3 and 4 occurs, additional clearing within these phases will occur,to conform to the values upon which the traffic impact analyses of the FEIS and Findings Statement have already been prepared. The numbers of truck trips generated during these times will be less than those assumed for the FEIS and Findings Statement, as substantial portions of Phases 2, 3 and 4 will have already been cleared,thereby reducing the number of truck trips and/or duration of clearing activities involved, and thereby reducing traffic impacts. • The nature and extent of the proposed clearing program changes will not require any changes to the mitigation measures specified in the FEIS and Findings Statement with respect to traffic-related issues. • It is further noted that the cut and fill on the overall site is nearly balanced. If the use of material from Phases 2,3 and 4 is not provided as a source of fill material for Phase 1,material will need to be trucked to the site to complete Phase 1. This would result in extensive truck traffic during Phase 1, as well as excess material at the end of completion of Phases 2, 3 and 4 due to the need to export material. The solution to make fill material available from Phases 2, 3 and 4 to complete Phase 1 avoids these impacts. Page 16 nasi.'-av F'Ore c_VO-X S LLC .F_sn NG.::cr5i_LTR.c,; The Heritage at Cutchogue Expanded EA for Construction Phasing APPENDIX A SMP-1 VHB Engineering, Surveying & Landscape Architecture, P.C. Annotated for Updated Construction Phasing Earthwork Analysis October , 2017 NELSON POPE 6 VOOFINIS LLC ENVIRONMENTAL. PLANNING.CONSLtLTING _ E F APFRO3IMA1ELUd=OF DUFFMARRA1OMMfADQ - Vhb EACH PHASE MM PHASING NAIURALAROOND SM PLUVPOEDIMAIM MM GEADM FL&NFOR t LIi418C�NA7URALARRA t„Q,,,m;,y y°,�„yy -r Mars �• _ _ � _ - _ - _ _ - t � �; �GP"9a NY Il70a / 1 PH 3 °G L '8. t i 1 PHASE 1 Rv�E P E I I ESER PHASE 1 _ AREA 6 g� t 1 DRAINAGE 1 RESERVE ti T ,�• ` ® � S - I (- i AREA � -- �- l��•\ � ��-- C�+ � P t aOCF�ADSAmaffilnv i IURAL AROMSM - _ OM GRADIING PLAN FOR f1�� v r 4 1 I MiKIEFSGPNAlUEALARRA I – U PHASE 1 �•. / / ` II 1 �L' • •11�I° ••-"LY ^ �J �. l9 _ ''��• DRAE I:RESERVE PHASE 4 — – – — – – "ASE-3 1 _ Harvest Pointe at a ILII Cutchogue ue,New Yoh a FarthworkCalculations Gen"SaOMa mentNotea nage SoD 1112ndtiog/1'estingNotca •a.�o.a.a•o {�hee !B7 Seo �.dK• p. 't77 bio °.• .� �°�•. c aamn a°.."m'E. '. .. �. .., @ e'n o-+�-doll !S•e 000w r G� F t�Bm c�t. _��.3.�� m•a .w �v . �.a;.c °•'. t. >.o.xoss rm`�o°u�marum.mu¢•v�+:a' =SS SSC Gc.yr(S. 1 1 9 �:S • •J °K•�•••°••,,N,1•�•6 na, Flo bf7 =Sr�3� SCM1000-102-01-33.3 e am Adjustments to Surface to Surface Calculations 'lo� lh m..ao•�a.v.w®.em..oms .enc:. ��°'g'�" swswaltl•a�n unl.v.. Aaa.n�ucrn Na ==M-- -Z=wm �waa....a..aSoil Stripping Plan SMP-1 - t v.mr vcnm aero a.cwca... avmnm w,xa aw a o Im •Asm•,..rn xw m...a ar.nox..®..•a� I I SGIE w.F£1 x93oSW SCDHS Reference 9 CIO-06-0013 APPLICANT: $,C,T.M.a: 1000 (Property Owner.Design Professional,Agent Contractor,Othr) — a,0 SfrQ*� CHAPTER236 02 Ol 3l NAME "e,iRY � �r 4wa s�li�, Block Lo: = STORMWATER - DRAINAGE � Date 631 G� : moo`• INSPECTION REPORT FORM 2 t3 i9 �. (u[we 're.pm.%mom COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO DE COMPLETEDY NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. r e c. Condition of Stockpiled Soils. d. Verification of Size& Depth of Leaching Pools. s e. Verification of.Drain Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway SpecificationsALL (J(N GFi AND 1 g. •inal Site Grading-Effect on Adjacent Properly - G R V e i. Inspection of Gutter&Leader Systern-Drainage iping G{,I) C _Vm�� i. Instalation of proposed Swimming Pool and discharge ring. 'O i✓ '"AVE 8£F- O irnPLET61) j. Inspection of Construction Entrance/Staging Area(s). 6?== k. Location of proposed concrete washout area(s). A Final.Inspection Report-must be completed prior to issuance of Certificate of Occupancy. The applicant has.three options for certification of drainage installations . * OPTION 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York OPTION':2 Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION':& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION s: 1. OPTION;:2 Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certif icat ion&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: T P o !� zrea C6 U C31Y IT ?' A VE.%T JfrOcz C eW rzuf VN t `*'FOR L'NAGINEERI4EII,�RTMENTISI-=ONLY**'` Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved B — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: Inspection*: El Completed & Approved by the Engineering Department. FORM a SWC Inspection Report Form-TOS October 2014 �, .l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �] Survey Southoldtownny.gov PERMIT NO. I a D 9 L' Check Septic Form N.Y.S.D.E:C. P Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: 12-4 TECHNOLOGY DR Disapproved a/c E. SETAUKET, NY 11733 Phone: l 3/- oO - 1,46 9 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT 06 Date MARCH 27 520 18 INSTRUCTIONS a. This application MUST be completely fill4d in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and wgerways. C. Ply) work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. FOOS FIRE, INC. - PATRICK SCALA (Signature of applicant or name, if a corporation) 12-4 TECHNOLOGY DR. E. SETAUKET NY 11733 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder LIMITED PLUMBER- FIRE SPRINKLER Name of owner of premises RIMOR DEVELOPMENT LLC (As on the tax roll or latest deed) If applicant is a corporation, signa e of"duly t rized officer KRISTIE JOHNSON-PRESIDE Ips (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 56511-RP . Iii y1G,ln8&-7Z-S 1. Location of land orlich propoed work will be done: SRV F� L 11��11471– t0Hoib E CUTCHOGUE, NY House Number Street Hamlet j County Tax Map No. 1000 Section-1 0200 Block 100 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $90,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height_ , Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories • 8. Dimensions of entire new construction: Front jo 5`- Q'/Z Rear 1011-2 /Z Depth { I Height ��` Number of Stories �• ro�� r� u7 �- l�T FL� 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address't9-4` r-ri4uo c ktj Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF]k f/�) P/ME- a— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the SipIIrlle-LGA2 14171419:W7k 6 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of is knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewit . Sworn tbefor me this 7 r day of / !• PAUT!q�' oar m- ,, ork 'N'o. 01 PA60'78418 �'.Iiiied in—S-u f f o I k County No - 'bli'&n Expires July Si ature of Applicant SOUTHOLD TOWN FIRE MARSHALL NOTES & COMMENTS BUSINESS/JOB j4WrP0fjjj- 00Mv Co J S/B/L DATE Date Notes Wornment USE S2. S r L — (a 2-9 71-0i.— 1,rl-��-, ao MU I K44�, 4n..r,�K Ef- I •�. s, ", I Y acre- .a b Y+5 �z� } eh,?a .� "zs ..;r"� ✓',a�r. �wt+�� a r,3� ..�wis 2 Vtr �", .a PC r--a 2w,� � .t•K. r� ark r Rs'S'Sa All i a A!Sil sc.. fp 3. \ \ .4 FIRENOTES.docx i VERAND o0 1 m El ��E:JF� \ 9'-1," A 1 i Typical Symbol Indicate prq i ,prin�cTer Head \"\ 2-11 3/ s,_s• 2'-6` ^ - o saEnr SpaTo ce Above Cerotect ing Combustible And \ i Pendent Head At Ceiling m -- "-LsbiTi�RDi>� Low a 1 C" To Protect Floor Area. \ 1 � EXR -6 /"/ 0- See Legend For Head Type t 04 E A 1 17,-0• 7 e� -9 A2 .0 ,�0 J fi o 0 1 se OCCUP \.\ 2 1 -6 I oi/ o NET BAR\ 1 ,fI BY OTHERS M \ 1 4�0 14A MP.N TEs 1 I i/ A II \ •rvcr� emratan) 1" Dry Typ Ins ectors 0 A 110MEN 3 1 ts'DEEP H _6 \ •W&FUMMOMM " Test Connection See Detail _5 p 11_0 1p 22.02 3 1 ii \\ 5-11 NCOVERE \ I A - -' o F2 - T 0- ]PORCH drb 17'-0• STEP Com. 1 A; A5 jeA5 1 A 1 i MULTI PURPOSE i A 0 _ 5 63 2- 1 A l 0- ROOM -6 i -- 1- 88 o / \ 0 1 2 SRA ) ``{ 1 r x /' 1 15'-0' T Nb FE A6 - p 0- A F3 b 11 3fLL 1 5Y• ,} 1 .0 80. A o DN 17R w G RDER i ""o - � 4 ,J, 0- 6 M oPA�I`LT&Y 1 - ST CLEAR co rn A 1 IL _ 63.0 + �5 _ 0- 1D Go Q �' 3- 10•-03 c�tu \'\ 8 '�i - - F4 W. ao 1 m o STORAGE N ITIMIN C" SSOFFIT 25 15-D'COLA 1 T AGREATROOM ,n N -1111 1 1 - 2 10-4 -8um Mill, - -4 10-0 5 9 53.0 „53.0 1811 „ Lm ` ie \ Hydraulically Calculated Area 1 ---- ��,� � ,�- M M A �. .10 / 1500 Sf, Increased By 30% 2 4 FECrL To 1950 Sf Due To Dry System 1 8-9 7 1 - - 1 '4- t A 1 N N 0-6 A - A - o 0 3-2 +18' 13ASEM> \7 4 59.0 10 59.0 1 D 59.0 1 D A '�' zr-o•cam.. wNL N}r � UP 17R ❑ o Jai 0 -6 11-10 11-10 0 �_ __ ,c n 0 _g LOCKERS rn 10'-0'S T ,., L Z - - ❑ N N 1,-0• a0 + „N N � „ � � Of '� o• A cc ,o HD Z 3-1 ' ' 0 104.00- 1D 104.0 6 1D 0-6 A - ------------- ------------ ---------------- ------ 17'-0"BTEP CEII. 0- 0O 17'-0-erEP CEM LOUNGa, E 1 A 1 O 1 1 A rn 5-110 A D1 7 E1 S G1 � 2-10 3- 2 8-011_,�)-, o, �, _ o Z 0 FE 1`0 W -6 1D ie occUP. 5C.0 0- 1D 1, '- '� W x 11v L ¢�x tt r Ly. i5 x 11 r LVL 14 21 1 rn M ,N, M, ir�•c - OW gRDER LN Lo Low 1 A ^ U to'-o•cm m 0- -6 COATS 104.00- 1D 104.0 -6 1D `" o A 6" Fire S rinkler Header Typical Symbol Indicote d ie'-a- c� 0 _ a See Detail For Cont. Upright Sp rin er ea a 2'-6" cm 1 RECEPTION N To Protect Combustible 1 M „ Space Above Ceiling And '�•CEILING 1 1 5_5 - ,0` 6 Fire S rinkler p g x,3-4 A _ 5-2 0'-6' 4-4 3'-10' / /�/ Service. Ci6 00 Pendent Head At Ceiling 6-3 I 0 3-4 N �, J, To Protect Floor Area. _ � _ "-- -- , � „ 4 x 2 x 2 Y" Type See Legend For Head Type ��'�j"� '- " t Bottom Feed Fire Dept Conn. 1 1-6• 101-0" CEL ® 36" Above New Grating/Grade 1 A 0- OFFICE 2 A 1 1._0. - 1-8 ------'------ - 10"Electric Bell. iaSTI cm VESTIBULE s'-0" 3 •r r a$ie pr ft aem ra con) o cc �o j -- •r n o ei M A 115' o• A 316 b - 10' • Cm OCCUP. 4 MAR W= , 2'-6" _N 1 A w 5 1-8 b _6 s A --- „6 I o I i i 0- I Typical Symbol Indicate b iUpright SpFrInikTer Head To Protect Combustible i Space Above Ceiling And i Pendent Head At Ceiling i „ I To Protect Floor Area. See Legend For Head Type IN s S O FOUNDATION LEVEL FIRE SPRINKLER PLAN . FIRST FLOOR FIRE SPRINKLER PLAN DRY SYSTEM INSTALLATION NOTE: 1- DRY SYSTEM PIPE SHALL BE INSTALLED AS PER NFPA 13, FIG # 8.16.2.3.1 WHICH STATES, BRANCH LINES SHALL BE PITCHED AT LEAST I" PER 10 FEET AND MAINS SHALL BE PITCHED J" PER 10 FEET. 2- LOW POINT DRAINS CONSISTING OF A 1" ANGLE VALVE TO BE INSTALLED WHERE TRAPPED SECTIONS OF PIPE DO NOT EXCEED 5 GALLONS OF WATER. WHERE TRAPPED SECTIONS EXCEED 5 GALLONS OF WATER A 2" DRUM DRIP WILL BE INSTALLED FOR DRAINAGE. 4" NEW SYS. SENSOR 3" WFS INTERCOM. TO SYSTEM �- INTO FIRE ALARM TOTAL AREA PROTECT BY TC SYSTEM IN FOUNDATION LEVEL SYSTEM. NR MNNTNN( DEVICE SYSTEM= 7,700 sf TOTAL # OF HEADS= 187 21 TOTAL HEADS •• 31eNEW 10" s G&v ,�� '�' ELECTRIC J• _ 31r �' » BELL M 001i'mm - r NEW 4 x 2 1/2 x DRY PI 2 1/2 FD CONN. J SCHEMATIC OF AIR COMPRESSOR PREFER. FROM REMOTE �M��'� BRANCH LINE SETUP 36" ABV. GRADE SPRINKLER NOTES NEW 4" RELIABLE "EX" DRY VA. W/ 2" DRAIN-� AND PRES. GAUGES & NEW 3" RELIABLE 1. THIS IS A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 1" TEST VA. IN AIR COMP. MODEL E ALARM Propos d Meter 13. ACCESSIBLE LOCATION CHECK VA. W/ 2" 2. THE INSTALLATHON, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF NEW 4" WILKINS DRAIN AND PRES. 10" 10" °X SYSTEMS CONFORM TO NFPA 13. 350A DOUBLE CHECK d GAUGES 3. ONLY LISTED MATERIALS WILL BE USED. VA. z NEW RELIABLE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. NEW OTTER ER VA. VA. MODEL G CHECK 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF Area of work W/ PO WET PIPING. TAMPER SW. _ 4�� 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN ELL W/ CORROSION RESISTANT NFPA 13. OUTLET EQUAL TO A SPRINKLER----'- FLOOR Pro osed Meter 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY GRADE Grifflng Lane °X CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. 10" 10 8. WATER SUPPLY TEST PIPES AND GUAGES SHALL BE PROVIDED AS SPECIFIED IN " CIRCULATING PUBLIC WATER MAIN 10" 6` Fire Sprinkler Header See Detail oron. SECTIONP. WET PIPE INSPECTORS TEST NEW CURB VALVE Cc 9. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, o DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN NEW 6" DUCTILE IRON FIRE MAIN ACCORDANCE WITH NFPA 13. 10' s" Fire S rinkler Oo Service. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. (REQUIRED FOR EACH o to" TEMPERATURE RATING). 10" CIRCULATING PUBLIC WATER MAIN 11.SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH !PITCH SECTION OF NEW FIRE SERVICE N NFPA 13. 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER NFPA 13. S 13.11DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. 14.PROVIDE DRAINS AND PITCH AS REQUIRED. PREFER. FROM REMOTE 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. BRANCH LINE PLOT PLAN 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS Nis WOOD 01ST SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 1" TEST VA. IN 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED ACCESSIBLE LOCATION lag Rod --Rod Coupling Beam Clamp U IN ACCORDANCE WITH NFPA 13. (TO REMAIN WHEN NOT TESTING)TESTING PLUG �---' (Length)AT.Rod � Harvest Pointe Club House @ Foos Fire Protection 0 / 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING �/� A.T.Rod 0 12-4 Technology Dr. TEMP. CONNECTION �' (Length) ��pF NES} ry Cutchogue, NY 11935 East Setauket NY 11733 FLUSHING CONNECTION AS REQUIRED. FOR TESTING ONLY Hanger Ring 20. SPRINKLER HEADS SHALL BEAN APPROVED TYPE AS REQUIRED BY NFPA13. LAN 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. 1" UNION Hanger Ring �`�'' PH#(631 )689-6869 FAX(631 )689-6866 22. MINIMUM CLEARANCE OF 18" BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. SPRINKLER HEAD LEGEND FOR ENTIRE BUILDING �_ " �- ~ FOUNDATION, `f` FIRST FLOOR 23. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING RESISTANT i v /moi FIRE SPRINKLER PLAN SCCA LICENSE # SCALE AS PER NFPA 24 REQUIREMENTS. ELL w/ CORROSION " �LP �_E ,! \!- OUTLET EQUAL TO A SPRINKLE HANGER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 6 r '',.z 56511 RP 1/8"=1'-0" 24. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. HANGER DETAIL 0 21 UPR BRASS 155 5.60 1/2 RAI 425 RASCO FIFR56 N0. REVISIONS DATE BY CONTACT PERSON FILE 25. ALL REQUIRED SIGNS ARE TO BE PROVIDED. - r - DETAIL QA 93 UPR BRASS 200 5.60 1/2" RAI 425 RASCO FIFR56 �,� °s36�� Patrick A Scala SP.dwg 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. OA 93 PEND CHROME 155 5.62 1" R5714 RASCO F3QR R�FESSIDN�� TO BE SCHEDULE 10 AND/OR 4o BLACK STEEL. SEISMIC BRACING TO BE PROVIDED ON THE D 1 SIDE CHROME 155 5.62 1" R5734 RASCO F3QR DRAWN JOB # DWG. # 27. PIPING BY PAS 28. "CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE SUBMITTED TO THE FIRE DRY PIPE INSPECTORS TEST FIRE SPRINKLER PIPING AS REQUIRED BY _ 2 MARSHAL PRIOR OT APPROVAL OF THE INSTALLATION. NYS BLDG. CODE. Arch/Eng Stamp Area DATE 3-26-2018 f Bulletin 157 Rev.M R Model F3QR56 Dry W O CD K5.6 (80 metric) Cn R liable Quick-Response, Standard Spray Sprinklers Features 1. Available in the following configurations: • Pendent with standard escutcheon • Pendent with Model HB extended escutcheon • Pendent with Model FP recessed escutcheon ? ' • Pendent with Model F1 recessed escutcheon 1 •T�`f • Concealed Pendent with Model CCP cover plate 1 • Horizontal Sidewall with Standard escutcheon • Horizontal Sidewall with Model HB extended es- cutcheon Pendent Pendent/HB • Horizontal Sidewall with Model FP recessed es- (See Fig. 1) (See Fig.2) cutcheon(FM Standard Response) • Horizontal Sidewall with Model F1 recessed es- cutcheon(FM Standard Response) 2. Available with 1" NPT, IS07-1 R1, 3/4" NPT, or IS07- 1 R3/4 inlet fitting. 3. 3/4" NPT inlet fittings permit replacement of older 3/4" '' �� inlet dry sprinklers without changing to a larger sprin- kler fitting. 4. Sprinklers, escutcheons, and cover plates are avail- I able in a wide variety of standard and special appli- Recessed FP Pendent Concealed cation finishes. (See Fig.3) (See Fig.4) 5. White polyester, black polyester, and Electroless Nickel PTFE (ENT) finish sprinklers are cULus Listed ,x as Corrosion Resistant, 6. Available with cULus Listed 250 psi (17.2 bar) pres- sure rating for Dry Pendent and select HSW configu- rations.FM Approved for 175 psi (12 bar). ' Product Description ? - � Model F3QR56 Dry sprinklers are quick-response, stan- dard coverage sprinklers with a nominal K-Factor of 5.6(80 Recessed F1 Pendent Horizontal Sidewall metric).Available in Dry Pendent or Dry Horizontal Sidewall (See Fig.5) (See Fig.6) configurations,Model F3QR56 Dry sprinklers all use a 3 mm glass bulb operating element. See the Temperature Rat- ings table in this Bulletin for available temperature ratings. Model F3QR56 Dry sprinklers are intended for installation on wet-pipe, dry-pipe, or preaction sprinkler systems in ac- cordance with NFPA 13, FM Property Loss Prevention Data \ � ' Sheets,and other applicable installation standards. Model F3QR56 Dry sprinklers are available with a vari- Horizontal Sidewall/HB ety of escutcheon options as illustrated in Figs. 1 through (See Fig. 7) 3 and Figs. 5 through 9. In addition, Model F3QR56 Dry Pendent sprinklers are also available with the Model CCP conical concealed cover plate as illustrated in Fig. 4. Avail- able sprinkler, escutcheon, and cover plate finishes are \ y identified in the Finishes table in this Bulletin.The Model F1 �, -% ,� ,ya I escutcheon, Model FP escutcheon, and Model CCP cover J plate are the only recessed escutcheons and cover plate `L- listed for use with Model F3QR56 Dry sprinklers; the use of Recessed FP 'Rec sse ed-F any other recessed escutcheon or cover plate with Model Horizontal Sidewall Horizontal`Srdewall F3QR56 Dry sprinklers will void all guarantees, warranties, (See Fig. 8) (See Fig.9) listings and approvals. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 r� Inlet fittings are available with 1"NPT,ISO 7-1 R1,3/4"NPT, See the Available Configurations, Listings, and Approvals or IS07-1 R3/4 threads. Sprinklers with 3/4" NPT and IS07- table in this Bulletin for further information on Model.F3QR56 1 R3/4 inlet fittings are intended primarily for replacement of Dry sprinklers. existing 3/4"or IS07-1 R3/4 inlet dry sprinklers,but may also be used in new installations. Available Configurations, Listings, and Approvals Available Sprinkler Sprinkler Escutcheon or Length Listings and Inlet Identification Model Cover Plate (See Figs. 1-9) Approvals(') Threads Number (SIN) Standard 2"to 36" Escutcheon (50 to 900 mm) HB Extended Escutcheon F1 Recessed cULus, NYC 3/4" NPT or Escutcheon 3-1/2"to 36" IS07-1R3/4 FP Recessed (90 to 900 mm) Escutcheon F3QR56 Dry CCP Cover Plate R5714 Pendent Standard 2"to 48" Escutcheon (50 to 1200 mm) HB Extended Escutcheon 1" NPT F1 Recessed cULus, FM, NYC or Escutcheon 3-1/2"to 48" ISO7-1 R1 FP Recessed (90 to 1200 mm) Escutcheon CCP Cover Plate Standard 2"to 48" Escutcheon (50 to 1200 mm) HB Extended Escutcheon cULus(2), NYC(2) 3/4" NPT F1 Recessed 3-1/2"to 48" or IS07-1 R3/4 Escutcheon (90 to 1200 mm) FP Recessed F3QR56 Dry Escutcheon Horizontal R5734 Sidewall Standard 2"to 48" Escutcheon (50 to 1200 mm) cULus(2), FM(3), NYC(2) HB Extended 3-1/2"to 48" Escutcheon (90 to 1200 mm) 1" NPT or F1 Recessed IS07-1 R1 Escutcheon 3-1/2"to 48" cULus(2), FP Recessed (90 to 1200 mm) FM(3)(4), NYC(2) Escutcheon 0)For available temperature ratings and finishes see the Temperature Ratings and Finishes tables,respectively,in this Bulletin. I (2)cULus Listing and NYC for Light Hazard and Ordinary Hazard only. (3)FM Approved for Light Hazard only. (4)Model F3QR56 Dry Horizontal Sidewall with Model F1 or Model FP recessed escutcheon are FM Approved as Standard Response. 2. s Patents Model F3QR56 Dry series sprinklers may be covered by one or more of the following patents: US Patent No. 5,775,431 US Patent No. 5,967,240 Listing and Approval Agencies See the Available Configurations, Listings, and Approvals:table in this Bulletin for listings and approvals applicable to each available configuration. 1. Listed by Underwriters Laboratories, Inc, and UL Certified for Canada(cULus) 2. Certified by FM Approvals(FM) 3. Permitted in New York City based on UL Listing per Local Law 33/2007(NYC) Technical Data Nominal K-Factor: 5.6 gpm/psi'/2(80 L/min/bar'/2) Sprinkler Listing or Approval Deflector to Ceiling Distance Maximum Working Pressure F3QR56 Dry cULus,NYC -- 250 psi(17.2 bar) Pendent FM -- 175 psi(12 bar) 4"to 6" 250 psi(17.2 bar) F3QR56 Dry cULus,NYC Horizontal Sidewall 6"to 12" 175 psi(12 bar) FM — 175 psi(12 bar) Temperature Glass Bulb Sprinkler Cover Plate Maximum Ceiling Listings and Classification' Color Temperature Rating Temperature Rating Temperature Approvals') Orange 135°F(57°C) Ordinary 135°F(57°C) 100°F(38°C) cULus,FM,NYC Red 155°F(68°C) Intermediate Yellow 175°F(79°C) 165°F(74°C) 150°F(66°C) cULus,NYC Intermediate Green 200°F(93°C) 165°F(74°C) 150°F(66°C) cULus,FM,NYC None 225°F(107°C) cULus,FMM,NYC High Blue 286°F(141°C) 165°F(74°C) 150°F(66°C) cULus,NYC (1)For listed and approved sprinkler,escutcheon,and inlet configurations see the Available Configurations,Listings,and Approvals table in this Bulletin. (2)High temperature classification is FM Approved with Standard and Model HB escutcheons only. Finishes Component Sprinkler Escutcheon') Cover Plate Bronze Brass(') White Paint Standard Finishes White Polyester(2) White Polyester Chrome Chrome Chrome Electroless Nickel PTFE(2) Satin Chrome Electroless Nickel PTFE Black Paint Special Application Finishes Black Polyester(2) Black Polyester Custom Color Paint Customer Color Polyester Black Platin Custom Color Polyester g (1)Standard and Model HB escutcheons are supplied with both the can and escutcheon finished.Model F1 escutcheons are supplied with both the collar and escutcheon finished.Model FP escutcheons are supplied with the escutcheon finished;the cup is galvanized steel with no further finish. (2)cULus Listed as a Corrosion Resistant Sprinkler. (3)Brass finish available for standard,Model F1,and Model FP escutcheons only. 3. ' r Model F3QR56 Dry Pendent Sprinkler with Standard Escutcheon (SIN R5714) "A"Dim. 2"to 48"(51 mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 2"to 36" 51mm to 914mm in 1/4"(6mm)increments for 3/4"connections I I I II II I I \1---� I --� L-- ---J Ls^1 f^z r I I l �- - System Fitting Inlet Fitting 2-1/8" [54mm] Dia. "A" Dimension Hole in Ceiling 1-1/2"[38 mm] [4422 mm] 1- Dia. Total Adjustment m ---- 1-1/4"[32 mm] Sprinkler Can i Ceiling Escutcheon Adjustment it Escutcheon _ __ I� 1/4"[6 mm] � - Ceiling I -----, Escutcheon -- — I Ceiling �, Adjustment Nominal Escutcheon Position 1/4"[6 mm] Protrusion at Nominal Escutcheon Position 1-5/8" 3"[76 mm] [41 mm] DIA. 153FG01-G Fig. 1 Note:The sprinkler can protrudes Y4"when escutcheon is in nominal position. Escutcheon adjustment provides'/4"(-6mm)to+11/4" (+32mm)"A" dimension adjustment range, Sprinkler Guard: Model C2 4. Model F3QR56 Dry Pendent Sprinkler with Model HB Extended Escutcheon (SIN R5714) "A"Dim. 3'/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36" 89mm to 914mm in 1/4"(6mm)increments for 3/4"connections F F=9 =9 � _ _ _ - 1,11,17, = f1 System Fitting 2-1/2"[64 mm]Dia. Inlet Fitting Hole in Ceiling "A"Dimension 3-1/2"[89 mm] Escutcheon Dia. 1/2"[12.5mm] Escutheon Adjustment Ceiling 1"[25 mm]Total Escutcheon Adjustment Escutcheon 1/2"[12.5mm] Escutheon Adjustment Nominal Position Sprinkler Can of Escutcheon 1-1/4"[32 mm] Protrusion at 1-5/8" Nominal Escutcheon Position [41 mm] Y f 157FG02B 2-3/16"[56 mm]Dia. Fig.2 Note: The sprinkler can protrudes 1'/4"when escutcheon is in nominal position. Escutcheon adjustment provides 1/2"(-12.7mm)to+'h"(+12.7mm) "A"dimension adjustment range. Sprinkler Guard: Model C2 5. r Model F3QR56 Dry Pendent Sprinkler with Model FP Recessed Escutcheon (SIN R5714) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36" 89mm to 914mm in 1/4" 6mm increments for 3/4"connections II� i�iIIIIB I I P�i�il — � L-- L-J- I L_ System Fitting I Inlet Fitting I 2-1/2" [64 mm] Dia. Hole in Ceiling "A" Dimension I 2-9/32" [58 mm] Dia. I Nominal Sprinkler Escutcheon I Cup Position Escutcheon Ceiling I Ceiling I 1/4" [6 mm] Escutcheon Adjustment 1/4" [6 mm] 3-7/32" Escutcheon Adjustment [82 mm] Dia. 1/2" [12 mm] Total Escutcheon Adjustment 153FG02-F Fig.3 Note:Do not install the Model F3QR56 Dry Pendent sprinkler with the Model FP escutcheon in ceilings which have positive pressure in the space above. 6. t Model F3QR56 Dr Pendent Sprinkler with Model CCP Cover Plate (SIN R5714) F"A"�Dim, 3'/z"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 3Yz"to 36" 89mm to 914mm in 1/4" 6mm increments for 3/4"connections tj 11 I I It 11 I p iii 1 Il^ r I I l L- - System Fitting I Inlet Fitting I 2-1/2"[64 mm] Dia. I Hole in Ceiling "A"Dimension I 2-9/32"[58 mm] Dia. I Nominal Sprinkler Cover Plate I Cup Assembly Position _ Model CCP 1/2 Cover Plate Assembly �� CeilinWi (Adjustment Limited to 3/8"[10 mm]) 3/16"[5 mm] Cover Plate Adjustment 3/16"[5 mm] Cover Plate Adjustment 3-5/16" [84 mm] Dia. 3/8"[10 mm] 153FG03-F Total Cover Plate Adjustment Fig.4 Note:Do not install the Model F3QR56 Dry Pendent sprinkler with the Model CCP cover plate in ceilings which have positive pressure in the space above. 7. I J Model F3011156 Dry Pendent Sprinkler with Model F1 Recessed Escutcheon(SIN 85714) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections. rz----- ------- �---- — ———— ———— — T_\ ---- r II j liiil I I ilii II II I--- l�L---�I �-z L_ — J System Fitting Inlet Fitting 2-1/4" [57 mm] Dia. Hole in Ceiling 1-15/16" [49mm] Dia. "A" Dimension Nominal Escutcheon Position Ceiling 1/8„ Ceiling [3 mm] 1/4" [6 mm] Escutcheon Adjustment 1/4" [6 mm] Escutcheon Adjustment Escutcheon 1/2" [12 mm] Adjustment 2-27/32" 157FG05B [72 mm] Dia. Fig.5 8. Model F301356 Dry Horizontal Sidewall Sprinkler with Standard Escutcheon (SIN 85734) "A"Dim. 2"to 48"(51mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 2"to 36" 51mm to 914mm in 1/4"(6mm)increments for 3/4"connections 1-1/2" [38 mm] Total Escutcheon Adjustment Ceiling W 4" [102 mm] Min. 12" [305 mm] Max. Escutcheon Adjustment 1/4" [6 mm] System Fitting Escutcheon Adjustment Inlet Fitting � 2-3/32" [53 mm] 5/8" [16 mm] 3" [76 mm] 2-1/8" ro [54 mm] Dia. Hole in Wall 1/4" [6 mm] Protrusion at Nominal Escutcheon Position Sprinkler Can Nominal Escutcheon Position "A" Dimension 157FG06B Fig.6 Note:The sprinkler can protrudes Y4"when escutcheon is in nominal position. Escutcheon adjustment provides'/4"(-6mm)to+11/4" (+32mm)"A" dimension adjustment range. 9. i t Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model HB Escutcheon (Slid 85734) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/z"to 36" 89mm to 914mm in 1/4"(6mm)increments for 3/4"connections 1"[25.4mm] Total Adjustment Ceiling r 1/2"[12.7mm] T Escutcheon Adjustment 4"[101.60mm]Min. 12"[304.80mm]Max. 1/2"[12.7mm] Escutcheon Adjustment 2 3/32" System Tee CO [53.18mm] Inlet Fitting 2-13/64° 3-1/2" [55.88mm] [88.9mm] Dia. Escutcheon Dia. 2 1/2" Dia. [63.5mm] Hole in Wall 1-1/4"[31.75mm]Nominal Protrusion Sprinkler Can "A"Dimension Escutcheon Nominal Position 157FG07B of Escutcheon Fig.7 Note: The sprinkler can protrudes 11/4"when escutcheon is in nominal position. Escutcheon adjustment provides'/2"(-12.7mm)to+'h"(+12.7mm) "A"dimension adjustment range. 10. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon(SIN R5734) F"A"Dlm, 131/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections I Ceiling L--J— —r -J---------� 1-13/32" Escutcheon [36 mm] 4"[102 mm]Min. cup m cULus, NYC:6"[152 mm]Max. System Fitting FM: 12"[305 mm] Max. Inlet Fitting t 1/15/8"[16 mm] 3-7/32" [82 mm]Dia. 2-1/2" [64 mm] Dia. — Hole in Wall Nominal Escutcheon Position 2-19/64" [58 mm] Dia. 1/4"[6 mm] scutcheon Adjustment 1/2"[12 mm] 157FG08B "A"Dimension Total Escutcheon Adjustment 1/4"[6 mm] Escutcheon Adjustment Fig.8 Note:Do not install the Model F3QR56 Dry Horizontal Sidewall sprinkler with the Model FP escutcheon in walls which are positively pressurized with respect to the protected space. 11. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon (SIN 85734) "A"Dim. 3'/z"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections Ceiling L--T Escutcheon [3 mm] r=^� 4"[102 mm] Min. System Fitting ro cULus, NYC: 6°[152 mm]Max. FM: 12"[305 mm] Max. Inlet Fitting 5/8" [16 mm] 2-27/32" 172 mm] Dia. 2-1/4" [57 mm]Dia. Hole in Wall ca 1-15/16"[49 mm] Dia. ' 3� ' Nominal Position of Escutcheon 1/4"[6 mm] Escutcheon Adjustment 1/2"[12 mm] 157FG09B "A"Dimension Total Escutcheon Adjustment 1/4" [6 mm] Escutcheon Adjustment Fig.9 12. RECOMMENDED EXPOSED MINIMUM BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM (DRY PENDENT SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) WET PIPE EXPOSED BARREL AMBIENT AMBIENT TEMPERATURE ____ rt----- _ TEMPERATURE ---�, °C 50°F/10°C 60°F/16°C I - I 40°F/4 EXPOSED TO DISCHARGE END EXPOSED MINIMUM BARREL LENGTH" 11I0�-rt- -IRlir OF SPRINKLER* (FACE OF FITTING TO TOP OF CEILING)"' I��iZ:: ---kii�- IN.(MM) IN.(MM) IN.(MM) Lr-I f_zJ IF HUMIDITY AND TEMPERATURE DIFFERENTIAL 40°F(4°C) 0 0 0 r CAUSES CONDENSATION ON THE EXPOSED DRY SPRINKLER, CONSIDER WRAPPING THE EXPOSED BARREL WITH INSULATION, FOAM INSULATING TAPE OR EQUIVALENT. 2WF(-7°C) 4(100) 0 0 10°F(-12°C) 8(200) 1(25) 0 0°F(-18°C) 12(300) 3(75) 0 MINIMUM (HEATED AREA) I SEAL THE CLEARANCE SPACE -10°F(-23°C) 14(350) 4(100) 1(26) EXPOSED AROUND THE SPRINKLER TO AVOID BARREL LEAKAGE OF AIR INTO THE PROTECTED -2WF(-29°C) 14(350) 6(150) 3(75) LENGTH I AREA AND CONSEQUENT FORMATION OF CONDENSATE AROUND THE FRAME,WHICH 30°F(34°C) 16(400) 8(200) 4(100) I COULD INHIBIT OPERATION OR CAUSE -40°F(-40°C) 18(450) a(200) 4(100) I PREMATURE OPERATION.SEE BELOW FOR °A" CLEARANCE RECOMMENDED METHODS. -50°F(46°C) 20(500) 10(250) 6(150) DIMENSION HOLE -60°F(51°C) 20(500) 10(250) 6(150) 'FOR AMSIENTTEMPERATURES EXPOSED TO THE DISCHARGE END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES LISTED,USE THE NEXT COOLER TEMPERATURE. THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAME AS THE I "A"DIMENSION.THE MINIMUM EXPOSED BARREL LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM WIND VELOCITY PN THE EXPOSED SPRINKLER OF 30 MPH(48 KM/H).LONGER EXPOSED BARREL LENGTHS WILL HELP AVOID FREEXING OF THE WET PIPING ESCUTCHEON WHERE HIGHER WIND VELOCITY IS EXPECTED. CEILING -THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED FROM THE FACE OFTHE FITTING TO THE INSIDE FACE OF THE WALL FOR DRY (PROTECTED AREA) DISCHARGE END OF SPRINKLER HORIZONTAL SIDEWALL SPRINKLERS. �—3°DIA.—� RECOMMENDED EXPOSED MINIMUM BARREL LENGTHS ALSO APPLY TO DRY HORIZONTAL SIDEWALL SPRINKLERS RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS WET PIPE (DRY SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) WET PIPE � ----— p -------J rt----- ----- ---- - � r ---�„ -7 r— 'I�----h1 r----�� ---- flII 1A-1---1-�VIfI1i IIfllII0�IIi�--�-III -tI -�III _-�II,III,IIIIlIT'1Ii1I1IIlIIII,E.---�11 p p A II1,III 11 I I----- A 41-4- - t JIIIIl�,11�IIIIIIp''1I11II'IIII',III,- tu- t tw--- Lr-1 L J L_ J (HEATED AREA) (HEATED AREA) MINIMUM MINIMUM EXPOSED EXPOSED BARREL I BARREL LENGTH DECKTITE(RECOM(RECOMMENDED) INSIDE FACE I SEAL LENGTH (SEE ABOVE) RASCO#4003910 (SEE ABOVE) (RECOMMENDED) I i........................ .................... - .: CLEARANCE HOLE INSULATED FREEZER, .'. El I ....... . OR COOLER STRUCTURE "' OR EXTERIOR FRAMING I (PROTECTED AREA) DISCHARGE END OF (PROTECTED AREA) DISCHARGE END OF DRY SPRINKLER DRY SPRINKLER IN COLD AREA I IN COLD AREA 157FG10C Fig. 10 13. *CAUTION* RELIABLE DRY PENDENT AND DRY HORIZONTAL SIDEWALL SPRINKLERS MAY BE INSTALLED IN A LISTED CPVC SPRINKLER FITTING, ONLY UPON VERIFICATION THAT THE FITTING DOES NOT INTERFERE WITH THE SPRINKLER'S INLET. Do not install dry sprinklers with standard inlets into CPVC fittings that have an internal obstruction;this will damage the sprinkler,the fitting,or both. Short inlet("PL")versions of Reliable dry sprinklers are available that may or may not be compatible with fittings having internal obstructions in existing installations. Sprinklers with the short inlet("PL")should only be installed in CPVC fittings of wet-pipe systems. In all cases,verify sprinkler and fitting dimensions prior to installation to avoid interference. Internal Obstruction No Internal Obstruction Female Female Pipe I Pipe Thread—,,-' Thread . CPVC Fitting - CPVC Fitting with Internal Obstruction No Internal Obstruction 1 Shorter Longer Inlet Inlet Male Male Pipe Pipe Thread Thread I -7, 1 Dry Sprinkler Dry Sprinkler Short Inlet ("PL") Standard Inlet BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION 016FG08C Fig. 11 14. s C F Fig. 12-Model F3 or Model F3R Wrench 1,67 Fig. 13-Model XL02 Wrench 15. J f, MATERIAL SPECIFICATIONS 14 ITEM# DESCRIPTION MATERIAL SPECIFICATION 3 1 FRAME BRASS PER UNS C83600 12 2 DEFLECTOR BRONZE PER UNS C51000 3 LOAD SCREW BRASS PER UNS C22000 4 SEAT ADAPTOR BRASS ALLOY PER UNS C36000 0 11 5 BULB INSERT COPPER ALLOY PER UNS C31400 6 GLASS BULB GLASS W/GLYCERIN SOLUTION 7 ORIFICE ADAPTOR BRASS ALLOY PER UNS C36000 8 OUTERTUBE GALVANIZED STEEL 9 INNER TUBE BRASS ALLOY PER UNS C23000 10 YOKE BRASS ALLOY PER UNS C38000 11 INLET BRASS ALLOY PER UNS C35330 12 CAP BRASS ALLOY PER UNS C54400 13 SPRING WASHER/SEAL PTFE COATED BERYLLIUM NICKEL 15 14 FLIP DISK BRASS ALLOY PER UNS C54400 15 CAN/ESCUTCHEON PAINTED OR PLATED MILD STEEL 9 8 (PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL PIPE OF SPRINKLER) 7 5 016fg10 153fg16 4 157fg16 6 3 1 APPEARANCE OF DEFLECTOR MAY VARY DEPENDING ON MODEL 2 Fig. 16 16. Installation Instructions Model F3QR56 Dry sprinklers must only be installed in the sprinkler assembly other than the wrench boss.When following fittings: inserting or removing the wrench from the sprinkler, 1. The side outlet of an ANSI B 16.3 class 150(malleable care should be taken to prevent damage to the sprin- or ductile) or ANSI B16.4 class 125 (cast) iron pipe kler.The sprinkler is then tightened into the pipe fitting tee to achieve a leak free connection.The recommended 2. The run outlet of an ANSI B 16.3 class 150(malleable minimum to maximum installation torque is 22-30 lb- or ductile) or ANSI B16.4 class 125 (cast) iron pipe ft (30—40 N-m) for 1" NPT and ISO7-1 R1 sprinklers, tee, with the side outlet plugged (wet-pipe systems and 14-20 Ib-ft(19—27 N-m)for 3/4" NPT and IS07- only) 1 R3/4 sprinklers. 3. Spears Manufacturing Company Brass Thread In- 3a.Alternatively, where access to the outer tube of sert Style or Special Reinforced Plastic Thread Style the sprinkler is available, the Model F3QR56 Dry Listed adapter or tee(wet-pipe systems only)(gasket sprinkler may be installed using a pipe wrench. sealed outlets shall not be used) The pipe wrench shall only be permitted to inter- 4. Any Listed CPVC sprinkler adapter or tee only in ac- face with the galvanized steel outer tube portion of cordance with Fig. 11 and upon verification that the the sprinkler(Item #8 in Fig. 16). Do NOT wrench CPVC adapter or tee does not interfere with the sprin- any other portion of the sprinkler assembly. A pipe kler's inlet (wet-pipe systems only) (gasket sealed wrench can install the sprinkler into the fitting with outlets shall not be used) a large amount of torque; consideration should be Model F3QR56 Dry sprinklers must not be installed into el- given to the need for future removal of the sprin- bows,welded outlets,or gasket sealed outlets.Installation of kler because the installation torque will have to be the Model F3QR56 Dry sprinkler is not recommend in cop- matched or exceeded to remove the sprinkler.The per pipe systems,as this may reduce the life expectancy of recommended minimum to maximum installation the sprinkler, torque is 22 - 30 Ib-ft (30 — 40 N-m) for 1" NPT In all dry-pipe system installations,the Model F3QR56 Dry and ISO7-1 R1 sprinklers, and 14-20 Ib-ft(19—27 sprinkler must be installed with protrusion into the fitting in N-m)for 3/4" NPT and ISO7-1 R3/4 sprinklers. accordance with Fig. 1 through Fig.9 in this Bulletin. Do not 4. Standard and Model HB escutcheons can be in- install Model F3QR56 Dry sprinklers with the standard(long) stalled by slipping the escutcheon over the can until inlet fitting into CPVC fittings that have an internal obstruc- the escutcheon is seated against the ceiling or wall. tion (see Fig. 11); this will damage the sprinkler, the fitting, Model F1 escutcheons are installed by pressing the or both. Model F3QR56 Dry sprinklers are available with a escutcheon onto the collar until the escutcheon is short"PL" inlet fitting for installation on CPVC fittings of wet- seated against the ceiling or wall. The Model FP es- pipe sprinkler systems only. cutcheon is installed by pressing or threading the es- Model F3QR56 Dry sprinklers connected to wet-,pipe sys- cutcheon into the cup by hand; the escutcheon can tems must be installed with the Exposed Minimum Barrel be tightened against the ceiling or wall by turning the Length required by Fig. 10 located in a Heated Area, escutcheon in a clockwise direction and removed by An orange protective clip is factory installed on the sprin- turning the escutcheon in a counter-clockwise direc- kler to protect the glass bulb thermal element from dam- tion.To install the Model CCP cover plate,first remove age. The clip should remain in place during installation of the protective clip. Install the Model CCP cover plate the sprinkler and be removed when the sprinkler system is on the sprinkler by pressing or threading the cover placed in service. Sprinklers with 3/4" NPT and IS07-1R3/4 plate into the cup by hand; the cover plate can be inlets are supplied with a protective cap on the inlet that tightened against the ceiling by turning the cover must be removed before installation. plate in a clockwise direction and removed by turning Use the following steps for installation: the cover plate in a counter-clockwise direction. 1. Cut a hole in the wall or ceiling directly in-line with 5. Remove the orange protective clip when placing the the outlet of the fitting. See the Installation Data table sprinkler system in service. for the recommended hole diameter based on the es- cutcheon or cover plate option selected. 2. Apply pipe joint compound or PTFE tape to the male threads of the sprinkler's inlet fitting. 3. Install the sprinkler in the fitting using the installation wrench specified in the Installation Data table. The Model F3 and F3R wrenches are designed to be in- serted into the groves in the sprinkler's wrench boss as shown in Fig. 12. The Model XLO2 wrench is de- signed to fit into the cup and engage the wrench boss as shown in Fig. 13. Do NOT wrench any part of the 17. Installation Data Sprinkler Suggested Hole Diameter in Required Centerline of Sprinkler Installation Escutcheon or Cover Plate TubeAnlet to Finished Ceiling Model Wall or Ceiling Wrench Vertical Dimension* Standard Escutcheon 2-1/8"(54 mm) F3 or F3R HB Extended Escutcheon 2-1/2"(64 mm) F30R56 Dry F1 Recessed Escutcheon 2-1/4"(57 mm) Not Pendent Applicable FP Recessed Escutcheon XL02 2-1/2"(64 mm) CCP Cover Plate Standard Escutcheon 2-1/8"(54 mm) 4-5/8"to 12-5/8 HB Extended Escutcheon 2-1/2"(64 mm) (118 mm to 321 mm) F3 or F3R F30R56 Dry F1 Recessed Escutcheon 2-1/4"(57 mm) cULus,NYC Horizontal 4-5/8"to 6-5/8" Sidewall FP Recessed Escutcheon 2-1/2"(64 mm) (118 mm to 168 mm) F1 Recessed Escutcheon 2-1/4"(57 mm) FM XL02 FP Recessed Escutcheon 2-1/2"(64 mm) 4-5/8"to 12-5/8" :d (118 mm to 321 mm) *Based on 5/8"(16 mm)centerline of sprinkler tubefinlet to defector vertical distance. Maintenance Ordering Information The Model F3QR56 Dry Sprinklers should be inspected Specify: and the sprinkler system maintained in accordance with 1. Sprinkler: [Model F3QR56 Dry Pendent SIN R5714] NFPA 25. Do not remove the factory applied thermally sen- [Model F3QR56 Dry Horizontal Sidewall SIN R5734] sitive wax fillet between the bulb supporting cup and the 2. Escutcheon/Cover Plate: [None][Standard escutch- wrenching boss. Do not replace this wax with a substitute eon][Model HB extended escutcheon][Model F1 substance, recessed escutcheon][Model FP recessed escutch- An Alternate substance may interfere with proper operation eon][Model CCP cover plate—pendent only] of the sprinkler.Do not clean sprinklers with soap and water, 3. Inlet Threads: [1" NPT][IS07-181][3/4" NPT][IS07- ammonia or any other cleaning fluids. Remove dust by us- 1 R3/4] ing a soft brush or gently vacuuming. Replace any sprin- 4. Inlet Fitting: [Long—Standard Inlet Fitting][Short "PL" kler which has been painted (other than factory applied)or —Wet Pipe Systems only] damaged in any way.A stock of spare sprinklers should be 5. Sprinkler Temperature Rating: See Temperature Rat- maintained to allow quick replacement of damaged or op- ings table erated sprinklers. Prior to installation, sprinklers should be 6. Sprinkler Finish: See Finishes Table maintained in the original cartons and packaging until used 7. Escutcheon/Cover Plate Finish: See Finishes Table to minimize the potential for damage to sprinklers that would 8. Length: "A" Dimension (face of tee to face of ceiling cause improper operation or non-operation. or wall)-in'/4" (6 mm) increments—See Fig. 1 through Fig. 9 Note: The "A" dimension is based on a nominally gauged pipe thread "make-up" of.600" (15mm)per ANSI B2.1 [approxi- mately 7'/2 threads]. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years,. Manufactured b Reliable Automatic Sprinkler Co.,Inc. Recycled ® (800)431-1588 Sales Offices Paper labile (800)(914)829-2042 Corpor848-6051 Sales rate Offices FaxRelRevision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.10/16 P/N 9999970175 f Bulletin 051 Rev. B ® Model G5-56 Dry(SIN RA5114) K5.6 (80 metric) Concealed Dry Pendent R liable Sprinkler UL Quick Response FM Standard Response 1/2" (13mm) Cover plate Adjustment Features 1. Flat cover plate with threaded attachment. 2. Solid or perforated cover plate available in chrome and white as Standard Finishes. Also available in a wide variety of Special Application Finishes. 3. Cover plates with gaskets are available to limit dust and air movement through the ceiling. 4. Available in Ordinary or Intermediate temperature rating. 5. Sprinkler available in lengths from 41/4 inches (108mm) to 48 inches (1219mm) in 1/4-inch (6.35mm)increments(see Fig. 1). Approvals & Listings 1. Listed by Underwriters Laboratories and Certified for1�del G5 56 ry pnrier _ ' Canada(cULus)as a Quick-response sprinkler for Light sealing washer to move out of the inlet orifice admitting water and Ordinary Hazard occupancies. UL Guide Number from the supply piping.The sprinkler uses a fast-response fus- VNIV,Sprinklers,Automatic and Open, ible element with an Ordinary, 165°F (740C), or Intermediate, 2. FM Approved as a Standard-response sprinkler. 212°F(1000%temperature classification. Patents The Model G5-56 Dry sprinkler has a dropdown deflector The Model G5-56 Dry is covered by the following patents: design that allows the sprinkler to be recessed into the ceiling U.S. 5,775,431 and concealed by a flat cover plate.The cover plate assembly U.S. 5,967,240 threads into the sprinkler's cup and provides'/.-inch(13mm)of cover adjustment. The cover plate assembly consists of a flat Application cover plate that is attached to the skirt using either 135°F(57°C) The Model'G5-56 Dry is a cULus Listed Quick Response or 165°F (74°C) temperature rated solder. The 135°F (57°C) Concealed Dry Pendent sprinkler intended for use in accor- cover plates are for use with Ordinary temperature classifica- dance with NFPA 13.The Model G5-56 Dry sprinkler is cULus tion sprinklers and the 165°(74°C)cover plates are for use with Listed for use in Light and Ordinary Hazard occupancies. Intermediate temperature classification sprinklers. The Model G5-56 Dry is FM Approved as a Standard Re- The Model G5-56 Dry sprinkler is available in lengths rang- sponse Concealed Dry Pendent sprinkler intended for use in ing from 41/4 inches(108mm)to 48 inches(1219mm)in'/4-inch accordance with FM Loss Prevention Data Sheet 2.0. (6.35mm) increments (see Fig. 1). The length of the sprinkler Product Description must be selected to provide the Exposed Minimum Barrel The Reliable Model G5-56 Dry sprinkler is a Dry Pendent Length in a Heated Area required by Fig.2. sprinkler, where the sealing washer is located at the inlet end The Model G5-56 Dry sprinkler is available with 1-inch NPT of the sprinkler assembly.The position of the sealing washer is or ISO 7-1 R1 threaded inlet fittings.The standard inlet fitting in- eludes a long inlet designed to minimize the potential for water, controlled by a,fusible element at the opposite end of the sprin- scale,and sediment to accumulate on the sprinkler inlet in wet- atassembly.The sprinkler is installed with the fusible element and dry-pipe sprinkler systems. For wet-pipe sprinkler system at the ceiling of a protected space that may be subject to freez- applications where the standard inlet interferes with installation ing temperatures and the inlet orifice located in a heated area into existing plastic pipe fittings,,an inlet fitting is available with a above the ceiling. Operation of the fusible element allows the short("PL")inlet.See Fig.3 for further information. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 R Technical Data: Temperature Rating Nominal Orifice Size: '/2-inch (15mm) Max. Thread Size: 1-inch NPT per ANSI B2.1 or ISO 7-1 R1 Classification Sprinkler Cover Ambient Nominal K Factor: 5.6 (80 metric) Plate Temp. Maximum Working Pressure: 175 psi (12 bar) — 100% Ordinary 165°F(74°C) 135°F(57°C) 100°F(38°C) factory hydrostatically tested to 500 psi (34.5 bar) Sprinkler Installation Wrench: Model FC wrench Intermediate I 212°F(10M) 165°F(74°C) 150°F(66°C) Sprinkler Identification Number(SIN): RA5114 Materials: See Fig. 4 ----. T----- --- T� I LL - -L -Y----'I� -- ---=iii'L-- - -J -7 - System Fitting Inlet Threads 2-518" [67 mm] Dia. Hole in Ceiling I ' "A" Dimension 2-5116" Sprinkler [59 mm] la Cup Assembly Nominal Position ; 112 [12 mm] I of Cover Plate ! I' Total Cover Plate Adjustment Cover Plate — r 114"[6 mm] r 1 Assembly Cover Plate Adjustment j Ceiling I -= C=Y� 114"[6mm]Min.to 114"[6 mm] 051 FG01 B 518"[16 mm]Max. — Cover Plate Adjustment Dropped Deflector to Ceiling Figure. 1 Note:The "A" dimension is based on a nominally gauged pipe thread "make-up"of 0.600"(15mm) per ANSI B2.1 [71/2 threads approximately]. "A"Dim. 41/4"to 48"(108mm to 1219mm)in Y4" 6.35mm increments 2. Cover Plate Finishes ,� pipe sprinkler systems.The Model G5-56 Dry sprinkler and Standard Finishes i, the cover plate assembly are not intended for installation in White Paint i corrosive environments, including, but not limited to, those Chrome with salt aerosols or chlorine. Special Application Model G5-56 Dry sprinklers must be installed with the Ex- Finishes - posed Minimum Barrel Length required by Fig. 2 located in Off White Paint a Heated Area.Do NOT install the sprinkler in ceilings which Black Paint 7300p+, have positive pressure in the space above. Custom Color Paint—Specifyt') Raw Brass(Lacquered) The following steps must be followed for Bright Brass installation: Finished Bronze Model FC 1. Cut a 25/8-inch (67mm) diameter hole in the ceiling di- Black Plated Sprinkler Wrench rectly in-line with the outlet of the tee. Satin Chrome 2. Apply pipe joint compound or Polytetrafluoroethylene Stainless Steel Clad(2) (PTFE)tape to the threads of the sprinkler's inlet fitting. `1) Custom color paint is semi-gloss,unless specified otherwise. 3. A protective cap is provided to protect the drop-down `•2) Stainless steel clad cover plates are Type 316 Stainless Steel on the finished sprinkler deflector from damage which could occur dur- side and C102 Copper Alloy on the back side.Cover plates are not listed ing construction before the cover plate is installed. The or approved as corrosion resistant,Stainless steel clad cover plates are not cap is factory installed inside the sprinkler cup.Remove available perforated. the cap to install sprinkler,Step 4,then reinstall cap until Optional Cover Plate with Gasket* the cover plate is installed. 4. Install the sprinkler in the tee using the Model FC wrench.The Model FC wrench has a socket drive which is inserted into the sprinkler's cup and around the body of the sprinkler prior to installation of the sprinkler. Do NOT wrench any of the part of the sprinkler/cup assem- bly. The sprinkler is then tightened into the pipe fitting to achieve a leak free connection. The recommended minimum to maximum installation torque is 22-30 Ib-ft (30—40 N-m). When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken Model G4 QR Gasket Model G4 SR Gasket to prevent damage to the sprinkler. Reinstall the protec- Cover Plate Cover Plate tive cap following installation of the sprinkler, until the (cULus Listed) (FM Approved) cover plate is installed. a. Alternatively,where access to the outer tube of the Model G4 QR Gasket and Model G4 SR Gasket cover plates sprinkler is available, the Model G5-56 Dry sprin- are sold as assembled units including both the cover plate and kler may be installed using a pipe wrench. The gasket.Model G4 QR Gasket and Model G4 SR Gasket cover protective cap should not be removed to install plates and gaskets are not interchangeable. the sprinkler with a pipe wrench.The pipe wrench Installation Instructions shall only be permitted to interface with the steel Model G5-56 Dry sprinklers must only be installed in stan- outer tube portion of the sprinkler (Item #8 in dard (ANSI B 16.3 class 150 and ANSI B 16.4 class 125) Fig. 4). Do NOT wrench any other portion of the pipe tees in the horizontal position,even at branch line ends, sprinkler/cup assembly, A pipe wrench can install the sprinkler into the fitting with a large amount Model G5-56 Dry sprinklers shall not be installed into elbows of torque; consideration should be given to the or pipe couplings located on drop nipples to the sprinklers, need for future removal of the sprinklers because In all installations, including into CPVC piping,the dry sprin- the installation torque will have to be matched or kler shall be installed with protrusion into the fitting in accor- exceeded to remove the sprinkler. The recom- dancewith the installation diagrams in this Bulletin. mended minimum to maximum installation torque Installation of the Model G5-56 Dry sprinkler is not recom- is mended lb-ft mu—40 maximum mended in copper pipe systems, as this may reduce the 5. To install the cover plate,remove the protective cap and life expectancy of the sprinkler. Do not install Model G5-56 install the cover plate by hand turning the cover in the Dry sprinklers with the standard(long)inlet fitting into CPVC clockwise direction until it is tight against the ceiling. For adapter fittings or tees that have an internal obstruction(see Model G4 QR Gasket and Model G4 SR Gasket cover Fig. 3); this will damage the sprinkler, the fitting, or both. A plates, the gasket should be attached to the flange of short inlet("PL")version of the Model G5-56 Dry sprinkler is the cover plate skirt only.Do not glue the gasket in place available for use in existing installations with CPVC adapter or allow the gasket to overlap both the cover plate and fittings or tees having an internal obstruction; Model G5-56 the flange of the skirt. sprinklers with the short inlet fitting shall not be used on dry- 3. RECOMMENDED EXPOSED MINIMUM BARREL LENGTH BASED ON AMBIENT TEMPERATURE IN THE PROTECTED AREA INSTALL INCH NPT THREADED END OF 09Y PENDENT SPRI14KLER WET PIPE INTO THE 1 INCH NPT SIDE OUTLET OF A MALLEABLE IRON TEE FITTING EXPOSED BARREL - j 50) AMBIENT AMBIENT TEMPERATURE r-�_____ _____ PER ANSI ION(CLASS DT TEMPERATURE �---- --- - W----�., OR CAST IRON THREADED TEE FITTING OF PROTECTED a0'F/4°C 50'F110`C 60°Fli6°0 -1�i! r '' !� PER ANSI 16.4(CLASS 125)ONLY. AREA'AT THE : DISCHARGE ENC EXPOSED MINIMUM BARREL LENGTH" OF THE SPRINKLER (FACE OF TEE TO TOP OF CEILING) I ! IN.(MM) IN.(MM) IN.(MM) ___._- IF HUMIDITY AND TEMPERATURE DIFFERENTIAL 40'F(4°C) ' 0 0 0 \ , ' �-_ --5 CAUSE CONDENSATION ON THE EXPOSED 30'F(-i°C) 0 0 0 ! ! DRY SPRINKLER.CONSIDER WRAPPING THE EXPOSED BARREL WITH INSULATION,FOAM 20°F(-7°C) 4(100) 0 0 ! INSULATING TAPE OR;EQUIVALENT. 10'-(-12`13) 8(200) 1(25) 0 \ \ I ! 0°F(-18°C) 12(300) 3(75) 0 \ MINIMUM (HEATED AREA) SEAL THE CLEARANCE SPACE -10'F{-23°C) i 14(350) 1 4(100) I 1(25) BRED I AROUND THE SPRINKLER TO AVOID i -20`F 29`13) 14(350) 6 150) 3 f75) LENGTH LEAKAGE OF AIR INTO THE PROTECTED (- ( AREA AND CONSEQUENT FORMATION OF -30°F(-34°C) 16(400) 8(20D) 4(100) I CLEARANCE CONDE14SATE AROUND THE FRAME,WHICH HOLE i ! COULD INHIBIT OPERATION OR CAUSE -4WP(-40°C) 18(450) 8(200) I 4 000) PREMATURE OPERATION.SEE BELOW FOR 'A' i RECOMMENDED METHODS. -50'F(-46'C) I 20(500) 10(250) i 6(150) DIMENSION -60°�(31°C) I 20(500) 10(250) 6(150) ! FOR AMBIENT TEMPERATURES EXPOSED TO THE DISCHARGE END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES LISTED, rT USE THE NEXT COOLER TEMPERATURE. i THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAME AS -� THEA'DIMENSION.THE MINIMUM EXPOSED BARREL LENGTH IS ! BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM COVER PLATE WIND VELOCITY PN THE EXPOSED SPRINKLER OF 30 MPH(48 KM/H). CEILING LONGER EXPOSED BARREL LENGTHS WILL HELP AVOID FREEXING OF THE NET PIPING WHERE HIGHER WIND VELOCITY IS EXPECTED. (PROTECTED AREA) 35/16'DIA. I I RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENT WET PIPE zzz- �;- _r _ (HEATED AREA) MINIMUM EXPOSED BARREL LEINGTH DECKTITE FLASHING j INSIDE FACE (SEE ABOVE) RASCO (RECOMMENDED)MENDED) y i CLEARANCE HOLE 1J - Ii t ,. INSULATED FREEZER. OR COOLER STRUCTURE OR EXTERIOR FRAMING ! DRY SPRINKLER IN COLD AREA (PROTECTED AREA) 051FG02 Figure 2 4. b *CAUTION* DO NOT INSTALL MODEL G5-56 DRY SPRINKLERS WITH STANDARD INLETS INTO CPVC ADAPTER FITTINGS OR TEES THAT HAVE AN INTERNAL OBSTRUCTION;THIS WILL DAMAGE THE SPRINKLER,THE FITTING, OR BOTH. CPVC ADAPTER FITTINGS AND TEES WITH INTERNAL OBSTRUCTIONS ARE COMMONLY FOUND DURING THE RETROFITTING PROCESS OF RELIABLE'S OLDER MODEL G3 DRY SPRINKLERS. A SHORT INLET("PL")VERSION OF THE MODEL G5-56 DRY SPRINKLER IS AVAILABLE FOR USE IN EXISTING INSTALLATIONS WITH CPVC ADAPTER FITTINGS OR TEES HAVING AN INTERNAL OBSTRUCTION;THE SHORT INLET VERSION SHALL NOT BE USED ON DRY-PIPE SPRINKLER SYSTEMS. VERIFY SPRINKLER AND FITTING DIMENSIONS PRIOR TO INSTALLATION TO AVOID INTERFERENCE. INTERNAL NO OBSTRUCTION INTERNAL TOBSTRUCTION I FEMALE FEMALE PIPE PIPE THREAD THREAD CPVC ADAPTER CPVC ADAPTER FITTING OR TEE FITTING OR TEE - WITH INTERNAL NO INTERNAL OBSTRUCTION OBSTRUCTION 1 SHORTER LONGER INLET INLET MALE MALE i PIPE2� PIPE THREAD THREAD -717 MODEL G5-56 STANDARD SHORT INLET ("PL") MODEL G5-56 DRY SPRINKLER DRY SPRINKLER BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION 051 FG03 Figure 3 5. Maintenance Ordering Information The Model G5-56 Dry should be inspected and the sprin- Specify: kler system maintained in accordance with NFPA 25. Do 1. Sprinkler: Model G5-56 Dry not clean sprinklers with soap and water, ammonia or any 2. Threads: [1-inch NPT-standard][ISO 7/1 R1 -optional] other cleaning fluids, Replace any sprinkler that has been 3. Inlet Length: [Standard][Short ("PL")—for existing wet- painted (other than factory applied) or damaged in any pipe installations only] way. Concealed sprinklers cover plates can not be painted 4. Cover Plate Finish: [White][Chrome][Special Applica- in the field, after installation or have any other coating ap- tion—Specify] plied other than the factory finish. A stock of spare sprin- 5. Sprinkler/Cover Plate Temperature Rating: [Ordinary— klers should be maintained to allow quick replacement of 165°F sprinkler with 135°F cover plate][Intermediate— damaged or operated sprinklers. Prior to installation,sprin- 212°F sprinkler with 165°F cover plate] kler should be maintained in the original cartons and pack- 6, Nominal Sprinkler Length (face of fitting to face of aging to minimize the potential for damage to sprinklers ceiling - "A" Dimension from Fig. 1): [Specify length— that would cause improper operation or non-operation. Lengths available from 4'/a inches to 48 inches(108mm Engineering Specification /a to 1219mm) in' -inch (6.35mm) increments] Model G5-56 Dry Pendent Concealed Sprinkler Dry pendent sprinklers shall be dry pendent concealed sprinklers with a flat cover plate. Sprinklers shall be cU- Lus Listed as Quick Response for Light and Ordinary Hazard applications as well as FM Approved as Standard Response. Sprinklers shall be available in lengths from 4'/a inches (108mm) to 48 inches (1219mm) in '/a-inch (6.35mm) increments based on face of fitting to finished ceiling distance. Sprinkler length shall be selected to pro- vide the Exposed Minimum Barrel Length based on the minimum design temperature in the protected area and the minimum temperature in the conditioned space where the barrel is located in accordance with the Manufactur- er's written installation instructions. Sprinklers shall have [1-inch NPT][ISO 7-1 R1] threaded inlet fittings with [stan- dard length inlets designed for use with wet- or dry-pipe sprinkler systems][short length inlets designed for use with wet-pipe sprinkler systems having pipe fittings with internal obstructions that prevent the insertion of standard length inlets]. Sprinklers shall have a PTFE coated beryllium nick- el Belleville spring washer inlet seal and brass alloy cap that prevent water entry from the sprinkler system piping into the sprinkler prior to actuation. Sprinklers shall have a fast-response fusible link that controls the movement of the inlet seal and cap through a mechanism consisting of link arms, a seat adapter, an orifice adapter, an inner tube, and a yoke. Sprinklers shall use a drop down deflector supported by tapered pins. Sprinklers shall have a galva- nized steel cup for threaded attachment of the flat cover plate assembly. Cover plate attachment shall provide up to 1/2-inch (13mm) of adjustment. Sprinklers shall be [Ordi- nary temperature classification, 165°F (74°C), with 135°F temperature rated cover plates][Intermediate temperature classification, 212°F, with 165°F temperature rated cover plates].Cover plates shall be[solid][perforated]with facto- ry applied [White][Chrome][Special Application—Specify] finish. Dry pendent concealed sprinklers shall be Reliable Model G5-56 Dry(SIN RA5114). 6. MATERIAL SPECIFICATIONS 11 10 5 ITEM# DESCRIPTION MATERIAL 1 BODY,MACH. DZR BRASS 12 2 DEFLECTOR COPPER ALLOY 18 3 DEFL.SPLITTER BRASS ALLOY 4 DEFL.PIN STAINLESS STEEL 5 MEGA-INLET DZR BRASS 6 LINK ASSY. NICKEUBERYLLIUM NICKEL 13 7 LEVER COPPER ALLOY 8 OUTER TUBE GALVANIZED STEEL 9 INNER TUBE BRASS ALLOY 10 FLIP DISK BRASS ALLOY 11 CAP BRASS ALLOY 12 WASHER PTFE COATED BERYLLIUM NICKEL g 13 SETSCREW STAINLESS OR ALLOY STEEL 14 LOAD SCREW STAINLESS STEEL 15 BOTTOM CUP GALVANIZED STEEL 16 TOP CUP GALVANVED STEEL 17 ADJ.SEAT ADAPTER BRASS ALLOY 2° 18 YOKE BRASS ALLOY 17 19 CLOSURE YOKE BRASS ALLOY 20 ORIFICE ADAPTER BRASS ALLOY 15 1 8 (PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL PIPE OF SPRINKLER) 7 19 6 14 16 4 3 051FG04 2 Figure 4 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled (800)431-1588 Sales Offices Paper Reliabld (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.09/16 PSN 9999970480 0. " Bulletin 014 Rev. P W R Model 171 FR Series RL&Ilable Quick Response s Glass Bulb Sprinklers Model F1 FR56 Sprinkler Types Standard Spray Upright v `� Standard Spray Pendent Conventional Upright/Pendent j Vertical Sidewall Horizontal Sidewall �t%;rfls Model F1 FR56 Recessed Sprinkler Types upright i Pendent Conventional Standard Spray Pendent � . Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types d Standard Spray Pendent Y� Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler = : Types Standard Spray Upright Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Pendent Pendent/F1/F2 p Y F Model F1 FR40 Sprinkler Types t. Standard Spray Pendent Model F1 FR42 F1 FR40 F1 FRXLH & F1 FR28 °r 4' ' Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed Types Horizontal Sidewall Pendent Pendent/FP Standard Spray Pendent with less than 0.25% Lead AN Content xr Listing &ApprovalsTF The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design k=" and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and approvals applicable to each sprin- Pendent F1/F2 kler. Product Description 1. Underwriters Laboratories Inc. and Certified for Reliable Model F1 FR series sprinklers Canada(cULus) in accordance with ANSI/UL199, f ,x 2. FM Approvals (FM) are quick-response automatic sprin- � 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. a: 4. VdS Schadenverhutung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- The Model F1FR Series automatic sprinklers utilize a 3.0 CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) mm frangible glass bulb.These sprinklers have demonstrat- (EC) ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers. This quick Sprinklers,Automatic&Open(VNIV) response enables the Model F1 FR Series sprinklers to apply Quick Response Sprinkler water to afire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 T _ At normal temperatures, the glass bulb contains the fluid Model F1FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands, forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 Ib-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response, glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1,Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5, as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1 FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler.Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig.2,provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm) of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1 FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching Application surfaces and to install the sprinkler in the fitting. Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed. When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction.Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place.Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. i Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-111/2 optional Maximum Working Pressure: 175 psi (12 bar)- 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings Model K-factor Diameter Deflector/ Height Installation SIN and Approval Orientation Wrench Approvals Notes US Metric inches mm inches mm Pendent 2.25 57 D or W2 RA14111 cULus 2 F1FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus,ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus,ULH F1 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS,EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS,EC FlFR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425cULus,FM, 1,2,3,4 LPCB,VdS,EC "Conventional 225 57 D or W2 RA1475 LPCB,VdS,EC 4 (Pendent or Upright)" Pendent 2.25 57 D or W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus,ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus,FM 1,2,3,7 FlFR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall FlFR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 D or W2 RA1485 cULus,FM, 1,2,3,9 (Pendent or Upright) LPCB " cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. Uzi cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (11 Available with LPCB and VdS approved Polyester coating. (8)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. 0)Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (7)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100T(38°C)Max.Ambient 150T(65°C)Max.Ambient 225°F(107°C) Max. Model Orientation Temp. Temp. Ambient Temp. 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286T(141°C)Temp. Temp. atin Temp.Rating Temp.Rating Temp.Ratin Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus FIFR42LL Pendent -- cULus,ULH - Recessed Pendent -- cULus,ULH -- Pendent cULus F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus,FM,LPCB,VdS,EC Recessed Pendent cULus,FM,LPCB,VdS,EC F1FR56 Concealed Pendent" cULus cULus,VdS,EC I cULus - Upright cULus,FM,LPCB,VdS,EC "Conventional LPCB,VdS,EC Pendent or Upright)" Pendent -- cULus, ULH -- F1 FR56LL Recessed Pendent - cULus,ULH -- Concealed Pendent` - cULus,ULH -- Horizontal Sidewall cULus,FM F1 FR56 Recessed Horizontal cULus,FM Sidewall F1 FR56 Vertical Sidewall(Pen- cULus,FM,LPCB dent or Upright) * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig.1 &3) (Fig.1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment FIFR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FIFR42LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cULus,LPCB,VdS, cULus,FM,LPCB, cULus,VdS,EC RA1414 EC VdS,EC FlFR56LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1415 F1 FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. i i 2 1/4"HOLE Ok [57.2mm] 1 15116-014 [49.2mm] r rs_=mi=-=i� --- 1"X 1/2"REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ / FACE OF FITTING / TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II 'II II AT MAXIMUM RECESS = 1'T25.4mm] L J AT MINIMUM RECESS = 3/8'[9.5mm] F1 ESCUTCHEON ��/1/ F2 ESCUTCHEON 3/4'T19mm] AT MAXIMUM RECESS = 3/4'T19mm] ADJUSTMENT AT MINIMUM RECESS = 3/8 T9.5mm] F2 ESCUTCHEON 1/2[12.7mm] Fi ESCUTCHEON ADJUSTMENT AT MAXIMUM RECESS = 7/8'T22.2mm] AT MINIMUM RECESS = 1-5/8,(41.3mm] [3.2mmJ F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'T28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] 2 27/32"DIA. [72.2mm] Ig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon r I I 1" X 1/2" REDUCER -----I----- 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 / 2 5/16" DIA. [58.7mm] CUP L J CEILING FACE OF FITTING 039vu TO FACE OF CE/LING DIMENSION - AT MAX/MUM RECESS = 1-1/2'[38mm] AT MINIMUM RECESS = 1[25.4mm] I AT MAXIMUM RECESS = 9/16'T14.3mm] Y2'T 12.7mm] AT MIN/MUM RECESS = 1'[25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Ig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. J FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'[25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F1 ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4'[19mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 1/4" HOLE DIA. 1/8" AT MINIMUM RECESS = 2—V16'T52.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER nI I _1 r—� �r 1111111 � `\�, (1) I 111111 1 4"—12" IIIII 1 1 15/16" DIA. /1'11' [f01.6mm—J04.8mm] [49.2mm] ' 11u1 2 27/32" DIA. CEILING TO uo1 11111 i [72.2mm] DEFLECTOR `_11111 I �J 1 i— L_J -�L__ TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. Fl ESCUTCHEON 3/4'[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2'[[12.7mm] ADJUSTMENT oracnr RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW — — — --------+-------- — — — r 2 5/8" DIA. 2 5116" DIA — r HOLE IN CEILING L_ J CUP ®5 V8 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING /////// I 1/2" MAX. - 15/16" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5/16" DIA. SPRINKLER —/ CONCEALED, 1/2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/1`1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. a 1" x 1/2" REDUCING TEE OR ELBOW ——— --------+------- ---- -------- -- 2 5/8" DIA. 2 5/16" DIA — ' HOLE IN CEILING L_ J CUP i 0 tl� 1 1/2" MAX. FACE OF FITTING I TO FACE OF CEILING T%% DIMENSION �/////// CEILING 5/16" MAX. I 3/4" COVER ADJUSTMENT A j COVER PLATE— ASSEMBLY 3 5/16 DIA. SPRINKLER CONCEALED, 516" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.Omm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1 FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA Frame: DZR Brass,OM Brass,or Low Lead Brass 25. Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming.Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way. washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes (') Standard Finishes Sprinkler Escutcheon Cover late(') Ordering Information Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated 000,> White Painted Special A lication Finishes [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Escutcheon Cover later) 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bright Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(7) PTFE [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brass(3) Bright Brass Black Platin Black Plated Black Plated Black Paint 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/21 Black Paint(2)(6) Black Paint Off white 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F Off White(2)(5) Off White Satin Chrome (68°C)][175°F(79-C)][200-F(93-C)](286-F(141°C)] Chrome Dull Chrome Dull 5. Sprinkler Finish (1)Other finishes and colors are available on special order. Consult the factory for details.Custom color painted sprinklers may not retain their 6. Escutcheon Model: [F1][F2][FP] UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12,7mm) adjustment][low profile CCP 5/16-inch (3) 200°F(93`C)maximum. (4) cULus listed 'corrosion resistance" applies to SIN Numbers RA1435 (8.Omm) adjustment] (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [135'F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][1657 (74°C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (5) FM Approvals finish as"Polyester coated"applies to SIN Number RA1414,RA1435 and RA1425 in standard black or white. 10. Cover plate Finish (6)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the (')cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. r, Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves Air compressors • Mechanical sprinkler alarms Pressure gauges • Electrical sprinkler alarm switches Identification signs • Water flow detectors Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. � Recycled ® (800)431-1588 Sales Offices Paper Rele iab (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/17 P/N 9999970300 Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Harvest Pointe Club House Location: Cutchogue, NY 11935 Drawing Date: 3-26-2018 Remote Area Number: 1 Contractor: Foos Fire Protection Telephone: 631-689-6869 12-4 Technology Dr. East Setauket, NY 11733 Designer: PAS Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete & Wood Occupancy:Club House Reviewing Authorities:Town of Southhold Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY Area of Sprinkler Oper. 1950 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 1 Make: RASCO Area per Sprinkler 140 . 0 sq ftj Model: F3QR Hose Allowance Inside 0 gpm I K-Factor: 5. 62 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 27 Flowing Outlets gpm Required: 597.2 psi Required: 40.6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 2-16-2017 1 Rated Capacity 0 gpm Static Pressure 60.0 psi I Rated Pressure 0 . 0 psi Residual Pres 44 .0 psi I Elevation 0 1 At a Flow of 2397 gpm I Make: Elevation 0" I Model: Location: Depot Lane & School House Lane Source of Information: SCWA SYSTEM VOLUME 278 Gallons Notes: 0 NE �YO ANO �005361b �R�FESSION�\. -/ F Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 497 23.4 psi 1 Pipe 4" 10x21 Allied Imported 5' 100 4 .260 497 0. 4 1 4" Grvd Dry Valve PASCO EX 10 ' 120 4 .026 497 0.7 1 4" Fingd Back Flow Valve Wilkins CHART LOSS 497 8 .0 1 Pipe 6" DIx18 America DI 350 5' 140 6.338 497 0. 0 1 6" Fingd 90 Ell CI 14 ' 120 6.065 497 0 . 1 1 Pipe 6" DIx18 America DI 350 30 ' 140 6.338 497 0.2 Elevation Change 18 ' 0" 7 . 8 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 597 40. 6 psi Water Source 60.0 psi static, 44.0 psi residual @ 2397 gpm 597 gpm 58.8 psi SAFETY PRESSURE 18.2 psi Available Pressure of 58.8 psi Exceeds Required Pressure of 40. 6 psi This is a safety margin of 18.2 psi or 31 % of Supply Maximum Water Velocity is 12 . 8 fps Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1. 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3-2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 18 .00 7.3 1S 17.00 5. 62 7.3 15. 1 14 . 9 0 .28 2 18 . 00 7.0 2S 17 . 00 5. 62 7.0 14. 9 14 . 9 0.32 3 18 . 00 7. 6 3S 17 . 00 5. 62 7 .5 15. 4 14 . 9 0.28 4 18 .00 7.7 4S 17 . 00 5. 62 7. 6 15.5 14 . 9 0.25 5 18 .00 7 .3 5S 17 . 00 5. 62 7 .2 15. 1 14 . 9 0 .33 6 18 .00 8 .1 6S 17.00 5. 62 8 . 0 15. 9 14 . 9 0 .25 7 18 .00 9.5 7S 17 . 00 5. 62 9.3 17 . 1 14 . 9 0 . 12 8 18 . 00 9.5 8S 17 . 00 5. 62 9.3 17 .2 14. 9 0 . 12 9 18 . 00 10.7 9S 17 . 00 5. 62 10. 4 18 . 1 14. 9 0.34 10 18 . 00 12.7 10S 17 . 00 5. 62 12. 4 19. 8 14 . 9 0.33 11 18 . 00 13.2 11S 17 . 00 5. 62 12. 8 20. 1 14 . 9 0.40 12 18 . 00 12. 1 12S 17. 00 5. 62 11.7 19. 3 14 . 9 0.33 13 18 .00 12. 9 13S 17 . 00 5. 62 12 .5 19. 9 14 . 9 0.19 14 18 . 00 12 . 9 14S 17 . 00 5. 62 12 . 5 19.8 14 . 9 0.19 15 18 . 00 11. 6 15S 17 . 00 5. 62 11.3 18 . 9 14 . 9 0.24 16 18 . 00 11.2 16S 17.00 5. 62 10. 9 18 . 6 14 . 9 0. 84 17 18 . 00 11.3 17S 17 . 00 5. 62 11.0 18 . 6 14 .9 0.85 18 18 . 00 11. 9 18S 17 .00 5. 62 11.5 19. 1 14. 9 0 .24 19 18 .00 11. 8 19S 17. 00 5. 62 11.4 19.0 14 . 9 0.36 20 18 . 00 13.3 20S 17.00 5. 62 12. 9 20.2 14 . 9 0. 19 21 18 .00 13.3 21S 17.00 5. 62 12 . 9 20.2 14 . 9 0. 19 22 18 .00 12 . 6 22S 17 . 00 5. 62 12 . 3 19.7 14 . 9 0 .55 23 18 . 00 12 .7 23S 17 . 00 5. 62 12 .4 19. 8 14 . 9 0.37 24 18 .00 12. 9 24S 17. 00 5. 62 12. 6 19. 9 14. 9 0.38 25 18 . 00 12.5 25S 17 . 00 5. 62 12 .1 19.5 14 . 9 0.37 26 18 . 00 13.3 Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 26S 17.00 5. 62 12. 9 20.2 14. 9 0.34 27 18 .00 13.8 27S 17.00 5. 62 13.3 20.5 14 . 9 0. 41 Al 18 . 00 8 .0 A2 18 . 00 8 .0 A3 18 .00 8 .1 A4 18 . 00 8 .2 A5 18 .00 8 .3 A6 18 . 00 8 .7 A7 18 . 00 10. 6 A8 18 . 00 11. 4 A9 18 . 00 14 .2 A10 18 .00 14 .4 All 18 .00 14 .8 B1 18 . 00 10.5 B2 18 . 00 10. 6 Cl 18 . 00 13. 9 C2 18 . 00 14 .0 C3 18 . 00 14 .2 D1 18 . 00 13. 6 D2 18 . 00 13. 6 D3 18 .00 13.8 E1 18 .00 12 .3 E2 18 .00 12 .3 E3 18 . 00 12.4 E4 18 . 00 12 .5 E5 18 . 00 13. 1 F1 18 . 00 13. 4 F2 18 .00 13.5 F3 18 . 00 13.7 F4 18 .00 13. 9 G1 18 . 00 14. 0 G2 18 .00 14 . 1 H1 18 .00 14 . 6 H2 18 .00 14 . 6 W 18 . 00 23. 4 Max velocity of 12.79 occurs in the pipe from A9 TO A8 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 14 . 87 1.049 lE 1. 00 7 . 0 7 .0 K = 5. 60 2S C=100 3.57 -0. 4 0. 0 14 . 87 0. 105 4.57 0. 5 7 . 0 Vel = 5.57 1.049 1T 5. 94 7 . 0 7 . 0 EqK = 5. 60 2 C=100 3.57 0 . 0 0 . 0 14 . 87 0. 105 9.51 1 . 0 7 . 0 Vel = 5.57 15. 15 2. 157 2 . 07 8 . 0 8 . 0 A2 C=100 0. 00 0 . 0 0. 0 See PATH 3 30.02 0. 012 2. 07 0. 0 8 . 0 Vel = 2. 66 15.37 2.157 4. 86 8 . 1 8 . 1 A3 C=100 0. 00 0 . 0 0 . 0 See PATH 4 45.39 0.025 4 . 86 0 . 1 8 . 1 Vel = 4 . 02 15.48 2.157 2.51 8 .2 8 .2 A4 C=100 0. 00 0. 0 0. 0 See PATH 5 60 . 88 0.043 2.51 0 . 1 8 .2 Vel = 5.40 15. 09 2. 157 5.50 8 .3 8 .3 A5 C=100 0. 00 0 . 0 0 . 0 See PATH 2 75. 97 0.064 5.50 0 . 4 8 .3 Vel = 6.74 15. 90 2. 157 1E 8 . 41 8 .7 8 .7 A6 C=100 1T 13. 17 0. 0 0 . 0 See PATH 6 91. 86 0. 091 21. 59 2 . 0 8 .7 Vel = 8 . 14 34.27 2 . 157 4 . 50 10. 6 10 . 6 A7 C=100 0 . 00 0. 0 0 . 0 See PATH 7 126. 13 0. 164 4 . 50 0.7 10. 6 Vel = 11. 18 18 .12 2. 157 1T 4 . 52 11.4 11.4 A8 C=100 8 .78 0. 0 0.0 See PATH 9 144 .26 0 .211 13.30 2.8 11.4 Vel = 12.79 98 .82 4 .260 12 .50 14 .2 14 .2 A9 C=100 0.00 0. 0 0.0 See PATH 18 AND 15 243.08 0. 020 12 .50 0.3 14 .2 Vel = 5. 53 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 134 .53 4 .260 8 .75 14 . 4 14 .4 A10 C=100 0.00 0 . 0 0. 0 See PATH 10 AND 24 377. 61 0. 045 8 .75 0 . 4 14. 4 Vel = 8 . 58 119. 62 4.260 3E 85.36 14 . 8 14 . 8 All C=100 28 .19 0. 0 0. 0 See PATH 16 AND 25 497.23 0. 076 113.55 8 . 6 14 . 8 Vel = 11.30 W 497 .23 23. 4 K = 102.78 PATH 2 FROM HYDRAULIC REFERENCE 5 TO A5 15.09 1.049 1E 1. 00 7 .2 7 .2 K = 5. 60 5S C=100 3.57 -0.4 0. 0 15. 09 0.108 4.57 0.5 7 .2 Vel = 5. 66 1.049 1T 5. 94 7 .3 7 .3 EqK = 5. 60 5 C=100 3.57 0.0 0 . 0 15. 09 0.108 9.51 1. 0 7 .3 Vel = 5. 66 A5 15.09 8 .3 K = 5.24 PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 15. 15 1. 049 1E 1.00 7 .3 7 . 3 K = 5. 60 1S C=100 3.57 -0.4 0 . 0 15. 15 0 . 109 4 .57 0.5 7 .3 Vel = 5. 68 1. 049 1E 1. 49 7.3 7.3 EqK = 5. 60 1 C=100 1T 5. 00 0 . 0 0. 0 15. 15 0.109 6. 49 0 .7 7.3 Vel = 5. 68 2. 157 4 . 43 8 . 0 8 . 0 Al C=100 0.00 0.0 0 . 0 15.15 0 . 003 4 .43 0.0 8 . 0 Vel = 1.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11 :48 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A2 15. 15 8 . 0 K = 5. 34 PATH 4 FROM HYDRAULIC REFERENCE 3 TO A3 15.37 1 . 049 1E 1 . 00 7 .5 7 .5 K = 5. 60 3S C=100 3.57 -0 . 4 0.0 15.37 0 . 112 4 .57 0 . 5 7 .5 Vel = 5.76 1. 049 1T 0 . 99 7 . 6 7 . 6 EqK = 5.59 3 C=100 3.57 0 . 0 0. 0 15.37 0.112 4 . 56 0.5 7 . 6 Vel = 5.76 A3 15.37 8 . 1 K = 5. 41 PATH 5 FROM HYDRAULIC REFERENCE 4 TO A4 15.48 1.049 1E 1. 00 7. 6 7 . 6 K = 5. 60 4S C=100 3.57 -0. 4 0. 0 15. 48 0. 114 4 .57 0 .5 7 . 6 Vel = 5. 80 1.049 1T 0 . 99 7 .7 7 .7 EqK = 5.59 4 C=100 3.57 0 . 0 0. 0 15.48 0. 114 4 .56 0 .5 7 .7 Vel = 5.80 A4 15.48 8 .2 K = 5. 41 PATH 6 FROM HYDRAULIC REFERENCE 6 TO A6 15. 90 1. 049 lE 1.00 8 .0 8 . 0 K = 5. 60 6S C=100 3.57 -0.4 0. 0 15. 90 0. 119 4 .57 0.5 8 . 0 Vel = 5. 96 1.049 1T 0. 99 8 .1 8 . 1 EqK = 5. 58 6 C=100 3.57 0.0 0 . 0 15. 90 0.119 4.56 0.5 8 . 1 Vel = 5. 96 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A6 15. 90 8 .7 K = 5. 40 PATH 7 FROM HYDRAULIC REFERENCE 7 TO A7 17 . 11 1. 049 1E 1. 00 9. 3 9.3 K = 5. 60 7S C=100 3. 57 -0. 4 0. 0 17 . 11 0 . 137 4 .57 0. 6 9.3 Vel = 6. 42 1. 049 1T 4 . 00 9.5 9.5 EqK = 5. 56 7 C=100 3.57 0. 0 0.0 17.11 0. 137 7 .57 1. 0 9.5 Vel = 6.42 2 . 157 13. 00 10.5 10.5 B1 C=100 0. 00 0. 0 0. 0 17 . 11 0. 004 13. 00 0 . 1 10 .5 Vel = 1 .52 17.16 2 . 157 5.17 10. 6 10. 6 B2 C=100 0. 00 0 . 0 0. 0 See PATH 8 34 .27 0 . 015 5. 17 0. 1 10 . 6 Vel = 3. 04 A7 34 .27 10. 6 K = 10 . 51 PATH 8 FROM HYDRAULIC REFERENCE 8 TO B2 17 . 16 1. 049 1E 1.00 9.3 9.3 K = 5. 60 8S C=100 3.57 -0 . 4 0. 0 17.16 0. 137 4.57 0 . 6 9.3 Vel = 6. 43 1. 049 1T 4 . 00 9. 5 9. 5 EqK = 5.56 8 C=100 3.57 0.0 0. 0 17.16 0 . 137 7 . 57 1.0 9. 5 Vel = 6. 43 B2 17 .16 10. 6 K = 5.28 PATH 9 FROM HYDRAULIC REFERENCE 9 TO A8 18 . 12 1.049 lE 1. 00 10.4 10.4 K = 5. 60 9S C=100 3. 57 -0. 4 0. 0 18 . 12 0. 152 4 . 57 0.7 10. 4 Vel = 6.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 9 TO A8 CONTINUED 1. 049 1T 1.08 10.7 10 .7 EqK = 5.55 9 C=100 3.57 0. 0 0. 0 18 . 12 0. 152 4 . 65 0.7 10.7 Vel = 6.79 A8 18 . 12 11. 4 K = 5.38 PATH 10 FROM HYDRAULIC REFERENCE 16 TO A10 18 .56 1. 049 1E 1.00 10. 9 10. 9 K = 5. 60 16S C=100 3.57 -0 . 4 0. 0 18 .56 0.159 4.57 0. 7 10. 9 Vel = 6. 96 1. 049 1T 3.38 11.2 11.2 EqK = 5.55 16 C=100 3.57 0. 0 0. 0 18 .56 0.159 6. 95 1. 1 11.2 Vel = 6. 96 18 . 89 2.157 5.38 12 . 3 12.3 E2 C=100 0. 00 0. 0 0. 0 See PATH 12 37. 44 0.017 5.38 0.1 12.3 Vel = 3.32 18 . 62 2.157 3. 96 12 .4 12. 4 E3 C=100 0. 00 0.0 0 . 0 See PATH 11 56. 07 0. 037 3. 96 0.1 12 . 4 Vel = 4 . 97 19.08 2 .157 9.75 12.5 12 .5 E4 C=100 0 . 00 0. 0 0. 0 See PATH 14 75. 15 0. 063 9.75 0. 6 12 .5 Vel = 6. 66 19.01 2 .157 1T 4 .52 13. 1 13.1 E5 C=100 8 .78 0 . 0 0. 0 See PATH 13 94 . 16 0. 096 13.30 1.3 13. 1 Vel = 8 .35 A10 94.16 14.4 K = 24.79 PATH 11 FROM HYDRAULIC REFERENCE 17 TO E3 18 . 62 1.049 1E 1. 00 11. 0 11 . 0 K = 5. 60 17S C=100 3.57 -0. 4 0.0 18 . 62 0. 160 4 .57 0.7 11.0 Vel = 6. 98 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 17 TO E3 CONTINUED 1.049 1T 3.38 11.3 11.3 EqK = 5.55 17 C=100 3. 57 0. 0 0 . 0 18 . 62 0. 160 6. 95 1. 1 11.3 Vel = 6. 98 E3 18 . 62 12 . 4 K = 5.29 PATH 12 FROM HYDRAULIC REFERENCE 15 TO E2 18 .89 1.049 lE 1. 00 11.3 11 .3 K = 5. 60 15S C=100 3.57 -0. 4 0 . 0 18 .89 0 . 164 4 . 57 0 .7 11 .3 Vel = 7 . 08 1. 049 1T 0 . 50 11 . 6 11. 6 EqK = 5. 54 15 C=100 3. 57 0 . 0 0. 0 18 . 89 0. 164 4 . 07 0 .7 11. 6 Vel = 7 . 08 2.157 3. 49 12 . 3 12 .3 El C=100 0.00 0. 0 0.0 18 . 89 0.005 3.49 0.0 12.3 Vel = 1 . 67 E2 18 . 89 12.3 K = 5.39 PATH 13 FROM HYDRAULIC REFERENCE 19 TO E5 19. 01 1. 049 1E 1. 00 11.4 11 . 4 K = 5. 60 19S C=100 3.57 -0. 4 0 . 0 19.01 0. 166 4 .57 0. 8 11. 4 Vel = 7 . 13 1. 049 1T 4 .75 11. 8 11. 8 EqK = 5.54 19 C=100 3.57 0.0 0. 0 19.01 0 . 166 8 .32 1.4 11 . 8 Vel = 7 . 13 E5 19. 01 13. 1 K = 5.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r ' Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE 18 TO E4 19.08 1. 049 1E 1. 00 11.5 11.5 K = 5. 60 18S C=100 3.57 -0. 4 0.0 19.08 0. 167 4 .57 0. 8 11.5 Vel = 7 . 15 1. 049 1T 0.50 11. 9 11. 9 EqK = 5. 54 18 C=100 3.57 0. 0 0. 0 19. 08 0 . 167 4 . 07 0.7 11. 9 Vel = 7 . 15 E4 19.08 12.5 K = 5.39 PATH 15 FROM HYDRAULIC REFERENCE 12 TO A9 19.26 1. 049 1E 1. 00 11.7 11.7 K = 5. 60 12S C=100 3.57 -0.4 0. 0 19.26 0 . 170 4 .57 0.8 11. 7 Vel = 7.22 1 . 049 1T 6.25 12 . 1 12 . 1 EqK = 5.54 12 C=100 3.57 0.0 0. 0 19.26 0. 170 9.82 1.7 12 . 1 Vel = 7 .22 39. 73 2 . 157 1T 1.48 13. 8 13. 8 D3 C=100 8 .78 0. 0 0.0 See PATH 20 58 . 99 0. 040 10.26 0. 4 13.8 Vel = 5.23 A9 58 . 99 14 .2 K = 15. 67 PATH 16 FROM HYDRAULIC REFERENCE 25 TO All 19.55 1. 049 1E 1. 00 12 . 1 12 . 1 K = 5. 60 25S C=100 3.57 -0 . 4 0 . 0 19.55 0 . 175 4 .57 0. 8 12 . 1 Vel = 7 . 33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) f Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11 :48 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 25 TO All CONTINUED 1. 049 1T 4 . 67 12 .5 12 . 5 EqK = 5.54 25 C=100 3.57 0.0 0 . 0 19.55 0. 175 8 .24 1. 4 12 . 5 Vel = 7 .33 59.35 2 . 157 1T 4 .52 13. 9 13. 9 F4 C=100 8 .78 0 . 0 0 . 0 See PATH 17 78 . 90 0.069 13.30 0 . 9 13. 9 Vel = 6. 99 All 78 . 90 14 . 8 K = 20.49 PATH 17 FROM HYDRAULIC REFERENCE 22 TO F4 19. 68 1. 049 1E 1 . 00 12.3 12 .3 K = 5. 60 22S C=100 3.57 -0. 4 0. 0 19. 68 0 . 177 4 .57 0.8 12 . 3 Vel = 7 .38 1 . 049 1T 0. 89 12 . 6 12 . 6 EqK = 5.54 22 C=100 3.57 0.0 0 . 0 19. 68 0. 177 4 . 46 0.8 12 . 6 Vel = 7 .38 2.157 8 .59 13.4 13. 4 F1 C=100 0 . 00 0.0 0 . 0 19. 68 0. 005 8 .59 0.0 13. 4 Vel = 1.74 19.76 2. 157 11. 00 13.5 13.5 F2 C=100 0. 00 0.0 0. 0 See PATH 19 39. 44 0 . 019 11. 00 0.2 13. 5 Vel = 3.50 19. 91 2 . 157 5.50 13.7 13.7 F3 C=100 0. 00 0.0 0 . 0 See PATH 22 59. 35 0. 041 5.50 0.2 13.7 Vel = 5.26 F4 59.35 13. 9 K = 15. 92 PATH 18 FROM HYDRAULIC REFERENCE 10 TO A9 19.75 1 . 049 lE 1.00 12 .4 12 . 4 K = 5. 60 10S C=100 3.57 -0.4 0 . 0 19.75 0. 178 4 .57 0. 8 12 . 4 Vel = 7 .41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 14 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE 10 TO A9 CONTINUED 1. 049 1T 3.33 12.7 12 .7 EqK = 5.54 10 C=100 3.57 0. 0 0.0 19. 75 0 . 178 6. 90 1.2 12 .7 Vel = 7.41 20. 07 2. 157 1T 1.48 14 .0 14 . 0 C2 C=100 8 . 78 0. 0 0. 0 See PATH 23 39.83 0 . 019 10.26 0.2 14. 0 Vel = 3.53 4 .260 8 .75 14 .2 14 .2 C3 C=100 0 . 00 0 . 0 0.0 39.83 0 . 001 8 .75 0. 0 14 .2 Vel = 0. 91 A9 39.83 14 .2 K = 10 .58 PATH 19 FROM HYDRAULIC REFERENCE 23 TO F2 19. 76 1. 049 lE 1 . 00 12. 4 12 .4 K = 5. 60 23S C=100 3. 57 -0. 4 0.0 19. 76 0. 178 4 .57 0. 8 12 .4 Vel = 7.41 1. 049 1T 0.50 12.7 12 . 7 EqK = 5. 54 23 C=100 3.57 0. 0 0. 0 19.76 0. 178 4. 07 0.7 12 . 7 Vel = 7 . 41 F2 19.76 13.5 K = 5.38 PATH 20 FROM HYDRAULIC REFERENCE 14 TO D3 19.85 1 . 049 1E 1 . 00 12 .5 12.5 K = 5. 60 14S C=100 3.57 -0 . 4 0. 0 19. 85 0. 180 4 .57 0 . 8 12.5 Vel = 7.44 1. 049 1T 0.50 12 . 9 12 . 9 EqK = 5.53 14 C=100 3.57 0. 0 0.0 19.85 0. 180 4. 07 0.7 12 . 9 Vel = 7 . 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 15 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 20 FROM HYDRAULIC REFERENCE 14 TO D3 CONTINUED 2 . 157 7. 67 13. 6 13. 6 D1 C=100 0. 00 0. 0 0. 0 19. 85 0 . 005 7. 67 0. 0 13. 6 Vel = 1.76 19.88 2 . 157 6.33 13. 6 13. 6 D2 C=100 0 . 00 0 . 0 0. 0 See PATH 21 39.73 0.019 6.33 0. 1 13. 6 Vel = 3. 52 D3 39.73 13. 8 K = 10. 71 PATH 21 FROM HYDRAULIC REFERENCE 13 TO D2 19.88 1.049 1E 1.00 12 .5 12 .5 K = 5. 60 13S C=100 3.57 -0.4 0 . 0 19.88 0. 180 4 .57 0.8 12 . 5 Vel = 7 . 45 1 . 049 1T 0.50 12. 9 12 . 9 EqK = 5.53 13 C=100 3.57 0. 0 0. 0 19. 88 0. 180 4. 07 0 .7 12 . 9 Vel = 7 .45 D2 19. 88 13. 6 K = 5.38 PATH 22 FROM HYDRAULIC REFERENCE 24 TO F3 19.91 1 . 049 lE 1.00 12. 6 12 . 6 K = 5. 60 24S C=100 3.57 -0. 4 0. 0 19. 91 0. 181 4 .57 0. 8 12 . 6 Vel = 7 . 46 1 . 049 1T 0.50 12 . 9 12. 9 EqK = 5.53 24 C=100 3.57 0. 0 0. 0 19. 91 0. 181 4 . 07 0. 7 12 . 9 Vel = 7.46 F3 19.91 13.7 K = 5.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 16 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 23 FROM HYDRAULIC REFERENCE 11 TO C2 20. 07 1. 049 1E 1. 00 12 . 8 12. 8 K = 5. 60 11S C=100 3.57 -0 . 4 0.0 20 . 07 0. 184 4 . 57 0 . 8 12. 8 Vel = 7 .52 1. 049 1T 0. 51 13.2 13.2 EqK = 5. 53 11 C=100 3.57 0 . 0 0. 0 20.07 0.184 4 .08 0.7 13.2 Vel = 7 .52 2 .157 10.17 13. 9 13. 9 C1 C=100 0.00 0.0 0 . 0 20.07 0.005 10.17 0.1 13. 9 Vel = 1.78 C2 20.07 14 . 0 K = 5. 37 PATH 24 FROM HYDRAULIC REFERENCE 21 TO A10 20 . 17 1. 049 lE 1 . 00 12 . 9 12. 9 K = 5. 60 21S C=100 3. 57 -0 . 4 0.0 20 . 17 0. 185 4 . 57 0 . 8 12. 9 Vel = 7.56 1. 049 1T 0.50 13. 3 13.3 EqK = 5. 53 21 C=100 3.57 0.0 0 . 0 20.17 0. 185 4 .07 0.8 13.3 Vel = 7 .56 2. 157 7 . 67 14. 0 14 . 0 G1 C=100 0 . 00 0. 0 0.0 20.17 0.006 7 . 67 0. 0 14 .0 Vel = 1.79 20.20 2. 157 1T 7 .81 14 . 1 14. 1 G2 C=100 8 .78 0.0 0 . 0 See PATH 26 40.37 0 . 020 16. 60 0. 3 14 . 1 Vel = 3.58 A10 40.37 14. 4 K = 10 . 63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 17 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 25 FROM HYDRAULIC REFERENCE 26 TO All 20.20 1.049 lE 1 . 00 12 . 9 12. 9 K = 5. 60 26S C=100 3. 57 -0 . 4 0. 0 20.20 0.186 4 .57 0 . 8 12. 9 Vel = 7 . 57 1.049 1T 3.33 13.3 13.3 EqK = 5. 53 26 C=100 3. 57 0. 0 0 . 0 20.20 0 . 186 6. 90 1.3 13.3 Vel = 7 .57 20 .52 2 . 157 1T 1.48 14 . 6 14 . 6 H2 C=100 8 .78 0.0 0 . 0 See PATH 27 40.72 0.020 10.26 0.2 14 . 6 Vel = 3. 61 All 40.72 14.8 K = 10. 58 PATH 26 FROM HYDRAULIC REFERENCE 20 TO G2 20.20 1.049 lE 1. 00 12. 9 12 . 9 K = 5. 60 20S C=100 3.57 -0 . 4 0.0 20.20 0.186 4 . 57 0 . 8 12. 9 Vel = 7 . 57 1. 049 1T 0 . 50 13. 3 13.3 EqK = 5.53 20 C=100 3. 57 0.0 0. 0 20 .20 0.186 4 .07 0.8 13.3 Vel = 7.57 G2 20.20 14 . 1 K = 5.38 PATH 27 FROM HYDRAULIC REFERENCE 27 TO H2 20 .52 1.049 lE 1.00 13.3 13.3 K = 5. 60 27S C=100 3.57 -0.4 0 . 0 20. 52 0. 191 4 .57 0. 9 13.3 Vel = 7 . 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 27 FROM HYDRAULIC REFERENCE 27 TO H2 CONTINUED 1. 049 1T 0.50 13.8 13. 8 EqK = 5.53 27 C=100 3.57 0. 0 0.0 20.52 0 . 191 4. 07 0.8 13.8 Vel = 7 . 69 2 .157 10 . 17 14 . 6 14 . 6 H1 C=100 0 . 00 0. 0 0. 0 20.52 0.006 10 . 17 0 . 1 14. 6 Vel = 1. 82 H2 20 .52 14 . 6 K = 5. 37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance f, Harvest Pointe Club House Static Pres: 60.0 psi Pressure: 40.6 psi In: 0 gpm Cutchogue, NY 11935 Resid. Pres: 44.0 psi Sys Flow: 497 gpm Out: 100 gpm Flow: 2397 gpm Sys+Hose: 597 gpm Remote Area: 1 Date: 2-16-2017 Safety Pres: 18.2 psi Loc: Depot Lane&School House Hd Elv Pres: 7.4 psi 70 6041 SuppyI 50 P 40 100 gpm hose S 30 1100, 20 10 7.4 psi 150 225 300 375 450 525 600 675 750 Flow (gpm) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Harvest Pointe Club House Location: Cutchogue, NY 11935 Drawing Date: 3-26-2018 Remote Area Number: 1 Contractor: Foos Fire Protection Telephone: 631-689-6869 12-4 Technology Dr. East Setauket, NY 11733 Designer: PAS Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete & Wood Occupancy:Club House Reviewing Authorities:Town of Southhold Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY Area of Sprinkler Oper. 1950 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: RASCO Area per Sprinkler 140. 0 sq ftj Model: F3QR Hose Allowance Inside 0 gpm I K-Factor: 5. 62 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 27 Flowing Outlets gpm Required: 597.2 psi Required: 40. 6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 2-16-2017 1 Rated Capacity 0 gpm Static Pressure 60 . 0 psi I Rated Pressure 0 . 0 psi Residual Pres 44. 0 psi I Elevation 0 1 At a Flow of 2397 gpm I Make: Elevation 0" I Model: Location: Depot Lane & School House Lane Source of Information: SCWA SYSTEM VOLUME 278 Gallons Notes: OF NE�y Y � a M CO-) � shop 0 5 3 61 b R�FESSIONP�,� Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 497 23.4 psi 1 Pipe 4" 10x21 Allied Imported 5' 100 4 .260 497 0. 4 1 4" Grvd Dry Valve RASCO EX 10' 120 4 . 026 497 0. 7 1 4" Fingd Back Flow Valve Wilkins CHART LOSS 497 8 . 0 1 Pipe 6" DIx18 America DI 350 5' 140 6.338 497 0. 0 1 6" Fingd 90 Ell CI 14 ' 120 6. 065 497 0. 1 1 Pipe 6" DIx18 America DI 350 30 ' 140 6.338 497 0 .2 Elevation Change 18 ' 0" 7. 8 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 597 40. 6 psi Water Source 60. 0 psi static, 44 .0 psi residual @ 2397 gpm 597 gpm 58.8 psi SAFETY PRESSURE 18.2 psi Available Pressure of 58.8 psi Exceeds Required Pressure of 40. 6 psi This is a safety margin of 18.2 psi or 31 % of Supply Maximum Water Velocity is 12 . 8 fps • Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;-2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 18 . 00 7 .3 1S 17. 00 5. 62 7 .3 15. 1 14 . 9 0.28 2 18 .00 7. 0 2'S 17 . 00 5. 62 7. 0 14 . 9 14. 9 0 .32 3 18 . 00 7. 6 3S 17 . 00 5. 62 7 .5 15. 4 14. 9 0.28 4 18 .00 7 .7 4S 17 . 00 5. 62 7 . 6 15. 5 14 . 9 0.25 5 18 .00 7 . 3 5S 17.00 5. 62 7 .2 15. 1 14 . 9 0 .33 6 18 .00 8 . 1 6S 17.00 5. 62 8 . 0 15. 9 14 . 9 0.25 7 18 . 00 9. 5 7S 17. 00 5. 62 9.3 17. 1 14. 9 0. 12 8 18 . 00 9.5 8S 17 . 00 5. 62 9.3 17 .2 14 . 9 0. 12 9 18 . 00 10.7 9S 17. 00 5. 62 10.4 18 .1 14. 9 0. 34 10 18 . 00 12 .7 10S 17 .00 5. 62 12 .4 19. 8 14 . 9 0. 33 11 18 . 00 13.2 11S 17. 00 5. 62 12 . 8 20 . 1 14 . 9 0. 40 12 18 . 00 12 . 1 12S 17 . 00 5. 62 11. 7 19.3 14. 9 0.33 13 18 . 00 12 . 9 13S 17 . 00 5. 62 12 .5 19. 9 14 . 9 0. 19 14 18 . 00 12 . 9 14S 17. 00 5. 62 12 .5 19. 8 14 . 9 0.19 15 18 . 00 11 . 6 15S 17 . 00 5. 62 11 .3 18 . 9 14 . 9 0.24 16 18 .00 11 .2 16S 17 . 00 5. 62 10. 9 18 . 6 14 . 9 0.84 17 18 . 00 11 .3 17S 17.00 5. 62 11. 0 18 . 6 14 . 9 0 . 85 18 18 .00 11. 9 18S 17 .00 5. 62 11.5 19.1 14 . 9 0 .24 19 18 .00 11. 8 19S 17 .00 5. 62 11. 4 19.0 14 . 9 0 .36 20 18 . 00 13.3 20S 17 . 00 5. 62 12 . 9 20.2 14. 9 0.19 21 18 . 00 13.3 21S 17 . 00 5. 62 12 . 9 20.2 14 . 9 0.19 22 18 . 00 12 . 6 22S 17.00 5. 62 12 .3 19. 7 14 . 9 0. 55 23 18 .00 12 .7 23S 17 . 00 5. 62 12 .4 19. 8 14 . 9 0 .37 24 18 .00 12 . 9 24S 17. 00 5. 62 12 . 6 19. 9 14 . 9 0.38 25 18 .00 12 . 5 25S 17 .00 5. 62 12.1 19. 5 14 . 9 0.37 26 18 . 00 13.3 Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 26S 17 . 00 5. 62 12. 9 20 .2 14 . 9 0.34 27 18 . 00 13.8 27S 17. 00 5. 62 13.3 20.5 14 . 9 0 . 41 Al 18 . 00 8 .0 A2 18 . 00 8 . 0 A3 18 . 00 8 . 1 A4 18 . 00 8 .2 A5 18 .00 8 .3 A6 18 . 00 8 .7 A7 18 . 00 10. 6 A8 18 . 00 11.4 A9 18 . 00 14.2 A10 18 . 00 14.4 All 18 . 00 14 .8 B1 18 . 00 10.5 B2 18 . 00 10. 6 C1 18 . 00 13. 9 C2 18 . 00 14 . 0 C3 18 . 00 14 .2 Dl 18 . 00 13. 6 D2 18 . 00 13. 6 D3 18 . 00 13. 8 E1 18 . 00 12.3 E2 18 . 00 12.3 E3 18 . 00 12.4 E4 18 . 00 12.5 E5 18 .00 13.1 F1 18 .00 13.4 F2 18 . 00 13.5 F3 18 . 00 13.7 F4 18 . 00 13. 9 GI 18 . 00 14 . 0 G2 18 . 00 14 .1 H1 18 . 00 14 . 6 H2 18 . 00 14 . 6 W 18 . 00 23. 4 Max velocity of 12.79 occurs in the pipe from A9 TO A8 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 14 .87 1.049 lE 1. 00 7 . 0 7 . 0 K = 5. 60 2S C=100 3.57 -0 . 4 0 . 0 14 . 87 0. 105 4 .57 0. 5 7 . 0 Vel = 5.57 1. 049 1T 5. 94 7 .0 7 . 0 EqK = 5. 60 2 C=100 3.57 0.0 0.0 14. 87 0.105 9. 51 1.0 7 .0 Vel = 5.57 15. 15 2 . 157 2.07 8 . 0 8 . 0 A2 C=100 0. 00 0. 0 0. 0 See PATH 3 30.02 0. 012 2. 07 0 . 0 8 . 0 Vel = 2. 66 15.37 2. 157 4. 86 8 . 1 8 . 1 A3 C=100 0 . 00 0 . 0 0 . 0 See PATH 4 45.39 0 . 025 4 . 86 0 . 1 8 . 1 Vel = 4 .02 15.48 2 . 157 2 . 51 8 .2 8 .2 A4 C=100 0 . 00 0.0 0 .0 See PATH 5 60.88 0. 043 2 . 51 0.1 8 .2 Vel = 5. 40 15. 09 2 . 157 5.50 8 .3 8 .3 A5 C=100 0.00 0. 0 0. 0 See PATH 2 75. 97 0 . 064 5.50 0. 4 8 .3 Vel = 6.74 15. 90 2 . 157 1E 8 . 41 8 .7 8 .7 A6 C=100 1T 13. 17 0. 0 0 . 0 See PATH 6 91.86 0.091 21. 59 2 .0 8 . 7 Vel = 8 .14 34.27 2 . 157 4 .50 10. 6 10. 6 A7 C=100 0. 00 0. 0 0. 0 See PATH 7 126.13 0 . 164 4.50 0 .7 10. 6 Vel = 11.18 18 .12 2 . 157 1T 4.52 11 . 4 11 . 4 A8 C=100 8 .78 0.0 0. 0 See PATH 9 144 .26 0.211 13.30 2 .8 11. 4 Vel = 12 .79 98 . 82 4.260 12 .50 14 .2 14 .2 A9 C=100 0. 00 0. 0 0. 0 See PATH 18 AND 15 243.08 0. 020 12.50 0.3 14.2 Vel = 5.53 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 134 .53 4 .260 8 .75 14.4 14 .4 A10 C=100 0. 00 0. 0 0. 0 See PATH 10 AND 24 377 . 61 0. 045 8 .75 0. 4 14 . 4 Vel = 8 .58 119. 62 4 .260 3E 85.36 14. 8 14 . 8 All C=100 28 . 19 0 . 0 0.0 See PATH 16 AND 25 497 .23 0.076 113. 55 8 . 6 14 .8 Vel = 11 .30 W 497 .23 23. 4 K = 102 .78 PATH 2 FROM HYDRAULIC REFERENCE 5 TO A5 15. 09 1. 049 1E 1.00 7 .2 7.2 K = 5. 60 5S C=100 3. 57 -0.4 0. 0 15. 09 0. 108 4 .57 0.5 7.2 Vel = 5. 66 1. 049 1T 5. 94 7 .3 7 .3 EqK = 5. 60 5 C=100 3.57 0. 0 0 . 0 15. 09 0. 108 9.51 1. 0 7 .3 Vel = 5. 66 A5 15.09 8 . 3 K = 5.24 PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 15. 15 1. 049 lE 1. 00 7 .3 7 . 3 K = 5. 60 1S C=100 3.57 -0 . 4 0. 0 15. 15 0 . 109 4.57 0 .5 7 .3 Vel = 5. 68 1. 049 1E 1 . 49 7 .3 7.3 EqK = 5. 60 1 C=100 1T 5. 00 0.0 0. 0 15. 15 0. 109 6. 49 0.7 7 .3 Vel = 5. 68 2 . 157 4 .43 8 . 0 8 . 0 Al C=100 0.00 0. 0 0. 0 15. 15 0.003 4. 43 0. 0 8 .0 Vel = 1.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A2 15.15 8 . 0 K = 5.34 PATH 4 FROM HYDRAULIC REFERENCE 3 TO A3 15.37 1. 049 1E 1.00 7.5 7 .5 K = 5. 60 3S C=100 3.57 -0. 4 0.0 15.37 0. 112 4 . 57 0.5 7 .5 Vel = 5.76 1. 049 1T 0. 99 7. 6 7 . 6 EqK = 5. 59 3 C=100 3.57 0 . 0 0.0 15.37 0.112 4 .56 0 .5 7 . 6 Vel = 5.76 A3 15.37 8 . 1 K = 5.41 PATH 5 FROM HYDRAULIC REFERENCE 4 TO A4 15. 48 1. 049 1E 1. 00 7 . 6 7. 6 K = 5. 60 4S C=100 3.57 -0 . 4 0.0 15. 48 0. 114 4.57 0.5 7. 6 Vel = 5. 80 1 . 049 1T 0. 99 7 . 7 7.7 EqK = 5.59 4 C=100 3.57 0.0 0 . 0 15. 48 0.114 4 .56 0.5 7 .7 Vel = 5. 80 A4 15. 48 8 .2 K = 5. 41 PATH 6 FROM HYDRAULIC REFERENCE 6 TO A6 15. 90 1. 049 1E 1.00 8 . 0 8 . 0 K = 5. 60 6S C=100 3.57 -0.4 0 . 0 15. 90 0. 119 4.57 0.5 8 . 0 Vel = 5. 96 1. 049 1T 0. 99 8 .1 8 . 1 EqK = 5.58 6 C=100 3.57 0. 0 0.0 15. 90 0.119 4.56 0.5 8 . 1 Vel = 5. 96 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A6 15. 90 8 .7 K = 5.40 PATH 7 FROM HYDRAULIC REFERENCE 7 TO A7 17 . 11 1. 049 1E 1.00 9.3 9. 3 K = 5. 60 7S C=100 3.57 -0. 4 0. 0 17. 11 0 . 137 4 .57 0 . 6 9.3 Vel = 6. 42 1. 049 1T 4 . 00 9.5 9.5 EqK = 5. 56 7 C=100 3. 57 0. 0 0. 0 17.11 0.137 7 . 57 1.0 9.5 Vel = 6. 42 2 . 157 13.00 10.5 10 . 5 B1 C=100 0.00 0. 0 0 .0 17.11 0. 004 13. 00 0. 1 10. 5 Vel = 1. 52 17. 16 2. 157 5. 17 10. 6 10. 6 B2 C=100 0 . 00 0. 0 0.0 See PATH 8 34.27 0 . 015 5. 17 0 . 1 10. 6 Vel = 3.04 A7 34 .27 10. 6 K = 10.51 PATH 8 FROM HYDRAULIC REFERENCE 8 TO B2 17. 16 1.049 lE 1.00 9.3 9.3 K = 5. 60 8S C=100 3.57 -0. 4 0.0 17 . 16 0 . 137 4 .57 0. 6 9.3 Vel = 6. 43 1 . 049 1T 4 . 00 9. 5 9.5 EqK = 5.56 8 C=100 3. 57 0.0 0 . 0 17.16 0. 137 7 . 57 1.0 9. 5 Vel = 6.43 B2 17 . 16 10 . 6 K = 5.28 PATH 9 FROM HYDRAULIC REFERENCE 9 TO A8 18 .12 1.049 1E 1 . 00 10. 4 10 . 4 K = 5. 60 9S C=100 3.57 -0. 4 0 . 0 18 . 12 0.152 4 .57 0.7 10.4 Vel = 6.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 9 TO A8 CONTINUED 1. 049 1T 1 . 08 10.7 10. 7 EqK = 5.55 9 C=100 3.57 0. 0 0.0 18 . 12 0.152 4 . 65 0 .7 10.7 Vel = 6.79 A8 18 .12 11 . 4 K = 5.38 PATH 10 FROM HYDRAULIC REFERENCE 16 TO A10 18 .56 1. 049 1E 1.00 10. 9 10. 9 K = 5. 60 16S C=100 3.57 -0.4 0 . 0 18 .56 0 . 159 4 .57 0. 7 10. 9 Vel = 6. 96 1.049 1T 3.38 11.2 11 .2 EqK = 5. 55 16 C=100 3.57 0.0 0 . 0 18 .56 0 . 159 6. 95 1. 1 11 .2 Vel = 6. 96 18 .89 2 .157 5.38 12.3 12 . 3 E2 C=100 0 . 00 0 . 0 0. 0 See PATH 12 37 .44 0.017 5.38 0 . 1 12 .3 Vel = 3.32 18 . 62 2 . 157 3. 96 12 . 4 12.4 E3 C=100 0. 00 0. 0 0.0 See PATH 11 56.07 0. 037 3. 96 0.1 12. 4 Vel = 4. 97 19.08 2 . 157 9.75 12 .5 12 .5 E4 C=100 0. 00 0.0 0 . 0 See PATH 14 75. 15 0. 063 9.75 0. 6 12 . 5 Vel = 6. 66 19.01 2 . 157 1T 4 .52 13. 1 13.1 E5 C=100 8 .78 0 . 0 0.0 See PATH 13 94.16 0. 096 13.30 1 .3 13. 1 Vel = 8 .35 A10 94 .16 14 .4 K = 24.79 PATH 11 FROM HYDRAULIC REFERENCE 17 TO E3 18 . 62 1 . 049 lE 1 . 00 11. 0 11.0 K = 5. 60 17S C=100 3.57 -0 . 4 0.0 18. 62 0. 160 4 . 57 0 .7 11. 0 Vel = 6. 98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 17 TO E3 CONTINUED 1. 049 1T 3.38 11.3 11 .3 EqK = 5.55 17 C=100 3.57 0.0 0 . 0 18 . 62 0. 160 6. 95 1.1 11 .3 Vel = 6. 98 E3 18 . 62 12.4 K = 5.29 PATH 12 FROM HYDRAULIC REFERENCE 15 TO E2 18 . 89 1. 049 1E 1. 00 11.3 11.3 K = 5. 60 15S C=100 3.57 -0. 4 0. 0 18 .89 0.164 4 .57 0 .7 11.3 Vel = 7 . 08 1.049 1T 0. 50 11. 6 11. 6 EqK = 5.54 15 C=100 3. 57 0 . 0 0.0 18 .89 0. 164 4 . 07 0 .7 11. 6 Vel = 7 . 08 2. 157 3. 49 12 .3 12 .3 E1 C=100 0.00 0. 0 0. 0 18 . 89 0 . 005 3.49 0.0 12.3 Vel = 1 . 67 E2 18 .89 12.3 K = 5.39 PATH 13 FROM HYDRAULIC REFERENCE 19 TO E5 19.01 1.049 lE 1. 00 11. 4 11.4 K = 5. 60 19S C=100 3.57 -0 . 4 0. 0 19. 01 0.166 4 .57 0. 8 11.4 Vel = 7. 13 1 . 049 1T 4 .75 11.8 11 . 8 EqK = 5. 54 19 C=100 3.57 0.0 0 . 0 19. 01 0. 166 8 .32 1.4 11. 8 Vel = 7 .13 E5 19.01 13. 1 K = 5.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE 18 TO E4 19. 08 1.049 lE 1.00 11.5 11. 5 K = 5. 60 18S C=100 3.57 -0.4 0. 0 19. 08 0.167 4 .57 0.8 11.5 Vel = 7 . 15 1. 049 1T 0.50 11. 9 11. 9 EqK = 5. 54 18 C=100 3.57 0. 0 0.0 19. 08 0. 167 4. 07 0.7 11. 9 Vel = 7 . 15 E4 19. 08 12 . 5 K = 5.39 PATH 15 FROM HYDRAULIC REFERENCE 12 TO A9 19.26 1. 049 lE 1.00 11.7 11.7 K = 5. 60 12S C=100 3.57 -0.4 0 . 0 19.26 0. 170 4.57 0.8 11. 7 Vel = 7.22 1 . 049 1T 6.25 12. 1 12 .1 EqK = 5. 54 12 C=100 3.57 0. 0 0.0 19.26 0. 170 9. 82 1 .7 12. 1 Vel = 7 .22 39.73 2 . 157 1T 1.48 13.8 13. 8 D3 C=100 8 .78 0.0 0 . 0 See PATH 20 58 . 99 0.040 10.26 0.4 13. 8 Vel = 5.23 A9 58 . 99 14.2 K = 15. 67 PATH 16 FROM HYDRAULIC REFERENCE 25 TO All 19.55 1.049 lE 1.00 12 . 1 12 . 1 K = 5. 60 25S C=100 3.57 -0. 4 0. 0 19.55 0 . 175 4 .57 0. 8 12. 1 Vel = 7 .33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 25 TO All CONTINUED 1.049 1T 4. 67 12.5 12 . 5 EqK = 5.54 25 C=100 3.57 0.0 0 . 0 19. 55 0.175 8 .24 1.4 12 . 5 Vel = 7.33 59.35 2.157 1T 4.52 13. 9 13. 9 F4 C=100 8 .78 0.0 0. 0 See PATH 17 78 . 90 0 . 069 13.30 0. 9 13. 9 Vel = 6. 99 All 78 . 90 14. 8 K = 20. 49 PATH 17 FROM HYDRAULIC REFERENCE 22 TO F4 19. 68 1. 049 1E 1 . 00 12.3 12 . 3 K = 5. 60 22S C=100 3. 57 -0. 4 0. 0 19. 68 0. 177 4 .57 0. 8 12 . 3 Vel = 7 . 38 1.049 1T 0 . 89 12 . 6 12 . 6 EqK = 5.54 22 C=100 3.57 0 . 0 0.0 19. 68 0. 177 4 . 46 0 . 8 12 . 6 Vel = 7 .38 2.157 8 .59 13.4 13 .4 F1 C=100 0.00 0.0 0. 0 19. 68 0. 005 8 .59 0.0 13.4 Vel = 1.74 19.76 2 . 157 11.00 13.5 13.5 F2 C=100 0.00 0.0 0 . 0 See PATH 19 39. 44 0. 019 11.00 0.2 13.5 Vel = 3. 50 19. 91 2. 157 5.50 13.7 13.7 F3 C=100 0. 00 0. 0 0.0 See PATH 22 59.35 0 . 041 5.50 0.2 13. 7 Vel = 5.26 F4 59.35 13. 9 K = 15. 92 PATH 18 FROM HYDRAULIC REFERENCE 10 TO A9 19.75 1 . 049 lE 1.00 12.4 12 . 4 K = 5. 60 10S C=100 3.57 -0.4 0 . 0 19. 75 0. 178 4.57 0.8 12 . 4 Vel = 7 . 41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE 10 TO A9 CONTINUED 1. 049 1T 3.33 12 . 7 12.7 EqK = 5. 54 10 C=100 3.57 0. 0 0. 0 19.75 0. 178 6. 90 1.2 12.7 Vel = 7 . 41 20.07 2 . 157 1T 1. 48 14.0 14 . 0 C2 C=100 8 .78 0. 0 0 . 0 See PATH 23 39. 83 0. 019 10.26 0.2 14. 0 Vel = 3.53 4 .260 8 .75 14.2 14 .2 C3 C=100 0 . 00 0.0 0 . 0 39. 83 0. 001 8 .75 0. 0 14 .2 Vel = 0. 91 A9 39. 83 14 .2 K = 10. 58 PATH 19 FROM HYDRAULIC REFERENCE 23 TO F2 19.76 1. 049 lE 1.00 12 . 4 12.4 K = 5. 60 23S C=100 3.57 -0 . 4 0.0 19.76 0 . 178 4 .57 0. 8 12.4 Vel = 7 . 41 1 . 049 1T 0.50 12 .7 12 .7 EqK = 5.54 23 C=100 3.57 0.0 0 . 0 19.76 0. 178 4 . 07 0.7 12 .7 Vel = 7. 41 F2 19.76 13.5 K = 5.38 PATH 20 FROM HYDRAULIC REFERENCE 14 TO D3 19.85 1. 049 1E 1.00 12.5 12 . 5 K = 5. 60 14S C=100 3.57 -0. 4 0. 0 19. 85 0. 180 4.57 0. 8 12 .5 Vel = 7. 44 1. 049 1T 0 .50 12. 9 12 . 9 EqK = 5. 53 14 C=100 3.57 0. 0 0.0 19.85 0.180 4 . 07 0 .7 12. 9 Vel = 7 . 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 20 FROM HYDRAULIC REFERENCE 14 TO D3 CONTINUED 2 . 157 7. 67 13. 6 13. 6 D1 C=100 0 . 00 0.0 0.0 19.85 0. 005 7 . 67 0. 0 13. 6 Vel = 1.76 19. 88 2. 157 6.33 13. 6 13. 6 D2 C=100 0. 00 0 . 0 0. 0 See PATH 21 39.73 0 . 019 6.33 0 . 1 13 . 6 Vel = 3.52 D3 39.73 13.8 K = 10 .71 PATH 21 FROM HYDRAULIC REFERENCE 13 TO D2 19. 88 1 . 049 lE 1. 00 12.5 12 .5 K = 5. 60 13S C=100 3. 57 -0 . 4 0. 0 19.88 0. 180 4 . 57 0 . 8 12.5 Vel = 7. 45 1 . 049 1T 0.50 12 . 9 12. 9 EqK = 5. 53 13 C=100 3.57 0. 0 0. 0 19. 88 0 . 180 4 . 07 0.7 12 . 9 Vel = 7 .45 D2 19. 88 13. 6 K = 5.38 PATH 22 FROM HYDRAULIC REFERENCE 24 TO F3 19. 91 1. 049 lE 1 . 00 12. 6 12 . 6 K = 5. 60 24S C=100 3.57 -0. 4 0.0 19. 91 0. 181 4 . 57 0 . 8 12 . 6 Vel = 7 . 46 1.049 1T 0.50 12 . 9 12. 9 EqK = 5.53 24 C=100 3.57 0.0 0 . 0 19. 91 0. 181 4.07 0.7 12 . 9 Vel = 7 . 46 F3 19.91 13.7 K = 5. 38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 23 FROM HYDRAULIC REFERENCE 11 TO C2 20. 07 1. 049 lE 1. 00 12.8 12. 8 K = 5. 60 11S C=100 3.57 -0.4 0 . 0 20 . 07 0 . 184 4 . 57 0.8 12. 8 Vel = 7 .52 1. 049 1T 0 .51 13.2 13.2 EqK = 5.53 11 C=100 3.57 0 . 0 0. 0 20. 07 0.184 4 . 08 0 .7 13.2 Vel = 7 . 52 2. 157 10 . 17 13. 9 13. 9 C1 C=100 0 . 00 0 . 0 0. 0 20.07 0. 005 10. 17 0. 1 13. 9 Vel = 1.78 C2 20.07 14 . 0 K = 5.37 PATH 24 FROM HYDRAULIC REFERENCE 21 TO A10 20. 17 1. 049 1E 1. 00 12. 9 12. 9 K = 5. 60 21S C=100 3.57 -0.4 0 . 0 20. 17 0.185 4.57 0. 8 12 . 9 Vel = 7 .56 1.049 1T 0 . 50 13.3 13.3 EqK = 5.53 21 C=100 3. 57 0. 0 0.0 20.17 0. 185 4 .07 0. 8 13.3 Vel = 7 . 56 2 . 157 7 . 67 14.0 14. 0 G1 C=100 0. 00 0.0 0. 0 20. 17 0. 006 7. 67 0. 0 14 . 0 Vel = 1.79 20.20 2 . 157 1T 7. 81 14. 1 14 . 1 G2 C=100 8 .78 0 . 0 0 . 0 See PATH 26 40 .37 0. 020 16. 60 0 .3 14 . 1 Vel = 3.58 A10 40.37 14 . 4 K = 10 . 63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 25 FROM HYDRAULIC REFERENCE 26 TO All 20.20 1.049 lE 1 . 00 12. 9 12 . 9 K = 5. 60 26S C=100 3.57 -0.4 0 . 0 20.20 0. 186 4.57 0.8 12 . 9 Vel = 7.57 1.049 1T 3.33 13.3 13.3 EqK = 5.53 26 C=100 3.57 0. 0 0. 0 20.20 0.186 6. 90 1.3 13.3 Vel = 7 . 57 20.52 2. 157 1T 1 . 48 14. 6 14 . 6 H2 C=100 8 .78 0. 0 0. 0 See PATH 27 40.72 0.020 10.26 0.2 14 . 6 Vel = 3. 61 All 40.72 14. 8 K = 10.58 PATH 26 FROM HYDRAULIC REFERENCE 20 TO G2 20.20 1. 049 1E 1. 00 12 . 9 12 . 9 K = 5. 60 20S C=100 3.57 -0 . 4 0.0 20.20 0 . 186 4 .57 0. 8 12. 9 Vel = 7 . 57 1. 049 1T 0.50 13. 3 13.3 EqK = 5.53 20 C=100 3.57 0.0 0 . 0 20.20 0 .186 4. 07 0.8 13.3 Vel = 7.57 G2 20.20 14. 1 K = 5.38 PATH 27 FROM HYDRAULIC REFERENCE 27 TO H2 20.52 1.049 1E 1. 00 13.3 13.3 K = 5. 60 27S C=100 3.57 -0 . 4 0.0 20. 52 0.191 4 . 57 0. 9 13.3 Vel = 7 . 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Harvest Pointe Club House Drawing Date:3-26-2018 3/26/18 11:48 Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 27 FROM HYDRAULIC REFERENCE 27 TO H2 CONTINUED 1. 049 1T 0.50 13. 8 13.8 EqK = 5.53 27 C=100 3.57 0. 0 0.0 20. 52 0. 191 4 . 07 0. 8 13.8 Vel = 7. 69 2 . 157 10 . 17 14. 6 14 . 6 H1 C=100 0. 00 0. 0 0. 0 20.52 0.006 10. 17 0. 1 14 . 6 Vel = 1. 82 H2 20 .52 14 . 6 K = 5.37 A UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance - Harvest Pointe Club House Static Pres: 60.0 psi Pressure: 40.6 psi In: 0 gpm Cutchogue, NY 11935 Resid. Pres: 44.0 psi Sys Flow: 497 gpm Out: 100 gpm Flow: 2397 gpm Sys+Hose: 597 gpm Remote Area: 1 Date: 2-16-2017 Safety Pres: 18.2 psi Loc: Depot Lane&School House Hd Elv Pres: 7.4 psi 70 604 Supply 50 P 40 100 gpm hose S I 30 20 10 7.4 psi 150 225 300 375 450 525 600 675 750 Flow (gpm) 13.7' � 10.7' 13.7 I I 31 30 P29 26' 26 25 24 B B1 B 61 B1 z w z w w EN EN EN EN 1 , .9 .at,Y_ h'......,✓ &- �. ,k,,A a..,. ,fr... +-1n�` .:. ga"k ..,,reR» +u,..._.r.A ...,y,,.. Y., -v .._'...,»w. ... �., ;.;»•._.�. .:.: t �1 '-Yom+.... -...,_. _.... `? _ ,� s/ .. ,.. .. x' :5 �-a_.a_..,..... .._..ate. .( -. t•-, '.:�.x_.( �£x,. _,... .�.nv .,.:.. �. � r._. "4�.� ':>,r. � � s�" � s,..? ,K:•:7 -^- '�,:-�c 7+s....r.-a�- .-.�,,,..� ... _.,:,. k x_.eea, '`w s. �.�� _ �n P", ...',�-�4 _ :�,,.,:,=....t.. ;�� t. >+..xe. �, X:.,s,.0 ..,rw-'.:,,.�...-._2_tc_.� .,_»_��'�• ._....... :"x.s.a.-<:.__.,_ ..,;_ ..,-c.x.:� 4a,.z .,..:.:. _.:it ....s o- .- .._.... ..,. . .-,> .-,-, .�....::.e .. .,_. > .. .: T_..,.. ,. ,..x .. ,, �_ .. .� y �--: .,...._ _. >s. ..,r. _ ,.„c.. a;� _�-� �:#-•-ter-^ 1,F7 � '-5,. S'...,, r....., >-•:.. ... ,.:..,..,.c.,..+,: _ ,�-�1r0. x.'C'� � .. ...�- .. .� "iw,.._rhe � �... � e"&d' 'Y.< K».;a ti'S-e: �e s x..- t' , _ ..�.x .. ..> _.:. _^`a5 �,' .,^-v.: T✓.,w i "z-�. ,:,J.. }' ..;:to y. .rte 3 k. L R1 1 R7—XL R7—XL R7—XR i L PROPOSED BUMP f .,. TYPE �B—D LA Tt� A OUT FOR .PARKING TIDE B—D ` $ RAMP (TYP .v RAMP N3 (TYP.) o L F � a s LA 14 iloa > � GOLF CART IN N k 4x ,. . G � ZL a y x F f Rl 1 �. TYP OF 2 r� :n z n � 1; j i v y ry BICYCLE kk RACK 5 d y x DROP—OFF x OVERHANG: FLUSH ' x RB L O� A PROPOSED 10' X 10' ' LOADING,r" CLUBHOUSE DUMPSTER ENCLOSURE 61190 GFA 1 STORY uj Z- S Ln i i- -��O POOL LA ,ry �1} PROPOSED NATURE TRAIL ri � ? (PERVIOUS PA`ERS) t• LA ')POSED EKED PROPOSED x"'.20' 15' x 20' 10`.(TYP.) BREEZEWAY s w (TYP.) �— w ,9.22' 39.22' 29.6' 20' 91 94 93 7 j A I PROPOSED TWIN r TYPE B—D AREA LIGHT TYP. RAMP -XR R7—XL '' ,.._ ;:?rte"' •'-' - j^ } t _ =^'x- '"� ' �;. h,a ..:," � i 4;,.�. ` c.,: t NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED. RECORDED EASEMENTS V' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED DI AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. VERIFICATION IS MANDATORY WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR ® DI PRIVATE UTILITY COMPANIES PRIOR TO CONSTRUCTION AND/OR EXCAVATION. ® W GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE Q MAP IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL U) AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE O LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL SMH m 0 INSTITUTIONS OR SUBSEQUENT OWNERS. O M PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE U (n CONDITONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Be m OTHER THAN VISIBLE PERMANENT STRUCTURES. CLi4 COPYRfGHTONELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS PAVER WALK B RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED BOCCE COURT O LU CONC.PAD W/ COMMON AREA IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (5)AC UNITS SGe PERMISSION OF THE SURVEYOR. 00 A'9L ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT PAVER WALKWALL U o CONCRETE WALK ��NT sHowN 6.3' X OW 21.2 16 ^ 8.0, B.B.CURB a> ,o c MAIL ROOM PAVER WALK I a Iw- W 26.5' 8.7'cn w z p U W Z www 2`01 SUB PAVEMENT v J to Z> cli 6.3' 5.0' -- ¢ 9 -�� w 2.0' {j_ C(V j L m B.B.CURB z 8.6'b Q O 0 Z �►_ I aj ii ri o- a I U LT.POLE LT.POLE ❑ ❑ Q�a. j (L 2.0' �/ U_ X8.5"- i� r ———— m B.B.CURB 429.8' °c 1 0 L� 6 J O 1 F— 15.7'ao cJ C D1 BB a v N N O DNH SUB PAVEMENT G O w v 7.0' PAVER WALK ¢ 6.1' 7.5' _C) ®DI a 3.5 i '3.7' 26.4' � B.B.CURB ui 9 PAVER WALK x w CONCRETE WALK a — — — — — — .PAVERS I 'm®po° o ST.BASE I v Lu w jv~i 8"PAVER z I 50' �aF BORDER z z0 COMMON AREA ° of IN-GROUND I U P. M POOL Q DI w z zl I U I ( DI I I ® m ►�7 1 CONSTRUCTION FENCE U :; m C' k) - L I J 1 01-11-19 FINAL SURVEY NP NO. DATE: REVISIONS: BY: FINAL SURVEY FOR CLUBHOUSE PROJECT NO.: 00026 pF NEIN HARVEST POINTE AT CUTCHOGUE CONDO I DRAWN BY: EG Opvlt SITUATED AT CHECKED BY: PE oCUTCHOGUE DATE: NOVEMBER 2017 • "` y z TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCALE: 1"=30' S.C.T.M.:DISTRICT: 1000,SECT. 102, BLK.0100, P/O LOT 33.003 3 {\ FILE NO.. 4/0.0502^' sv NELSON & POPE CADD: 00028.15 LANG ENGINEERS & I'SURVEYORS ` 572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747 { PHONE(631)427-5665 ; FAX (631)427-5620 ` WWW.NELSONPOPE.COM SHEET NO.: 7 OF 7 i 1 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 143, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH i ALTERATION,AND A SPECIFIC DESCRIPTIONOF THE ALTERATION. L1i COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O Ln NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED. RECORDED EASEMENTS Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED co AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. VERIFICATION IS MANDATORY WITH MUNICIPAL AGENCIES ANDIOR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO CONSTRUCTION ANDIOR EXCAVATION. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION,GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ROPOS£O CURB PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, COMMON AREA SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTONELSON&POPE,ENGINEERS AND SURVEYOR$. ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, r� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. ROP SE C ADDITIONAL IMPROVEMENTS ANO/OR POSSESSION,IF ANY,NOT LOCATED,NOT :n cv SHOWN 8. 2.Q' 8.3' z s.oa wz`II' •O U "z.0' 0 ri e'a L 202 LL., a.x' om E 0 .7 zo LL N I„u b 1 O to �n T3• u' `d PROPOSED CURB CT CD J O 0 O) COMMON AREA Lu z C> (21 O n, �- -,, c -�- o N �> c^. co l 57) NO. DATE: REVISIONS: 6Y: FOUNDATION AS CONSTRUCTED SURVEY PROJECT NO.: 04426 OF NF FOR CLUBHOUSE DRAWN BY: Eta iDAwo o HARVEST POINTE AT CUTCHOGUE CONDO I CHECKED BY: PE 00 �� SITUATED AT CUTCHOGUE DATE: NOVEMBER 2017 _r c� a TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCALE: 1'•=30' S.C.T.M.:DISTRICT: 1000,SECT. 102, BILK.0100,P/O LOT 33.003 an \D FILE NO,: 2s °050213 J� c € CARD. 00026-IS POPE Sv . F ' ' ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD, MELVILLE,N.Y. 11747 PHONE(63W 1)427-5665 NELSONPOPE�COMa27-5620 SHEET NO.-, WW. � OF 1 i l NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. g 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY G PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION Of A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY. IF _ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE --� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ` COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED a SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED. RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ® I I ILII PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. DI �rYl ; CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR O ANY DIGGING OR L0 FURTHER DESIGN. W I I U I M GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE LP 10'0 X 12' ja� o MAP IS PREPARED,AND ON HIS BEHALFTO THE TITLE COMPANY,GOVERNMENTAL DEEP L.P. m > w OD AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE W I I U I (h LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL U) INSTITUTIONS OR SUBSEQUENT OWNERS. O INV. U w ;Q INV. 28 22.95 m c4 w I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE INV. 6"DR-18 6e m ; S.T. 23.7 INV.23.55 L'(i,Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS INV. ST.f 0. I OTHER THAN VISIBLE PERMANENT STRUCTURES. 22.87 ° ° G.T. _ 4"SDR-35 a INV' �r 6"DR-18 6"WATER HYD COIVMON AREA RESERVED. NO PART &POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS @ 2.0% 23'9 @ 2.1% SERVICE I RECORDING OR BY ANY OTHER OF THIS DMEANS ORS STORED,PROCESSED OR TRAWING MAY BE REPRODUCED BY NSMITTED '� d' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN INV. 22 N I rya CONTROL 8"WATER SERVICE PERMISSION OF THE SURVEYOR. / MODULE w ww w w w w w w w (2WALL 6.3' --W w w W W N1 1N W W W w W W w w ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IFANY,NOT LOCATED,N07 i2" WATER 2"WATER SERVICE SHOWN INV. Ld r- 6.0' SERVICE B.B.cuR6 (I 23 29 _ ALL SANITARY PIPING 4'SDR-35,TYPICAL. 23.29 &4) IP DIP Nuj du 3 INV. INV. A 23.38 24.50 8,T a w 26.5' rn 2.0' w �)C4 N ll.l Q 6.3, pD 5.0' c W fY N ao II 3 Z Q co °08.6' Q Z 2.0' u_ c w r!" v M 3 J O X2.0' !r IZ . 8.5' m 429.8' O O 0 C6 m W 04 0 cxuU) 00 3.5' 3.r26.4' B.B.CURB +I J 0 6 19,2' L6 WO GAS SERVICE p -pEGE OE pE pE pE GE p E -E --,-E -E -E __E _E E 6 -E -E ELEC. SERVICE cau � m (I SUFFOLK COUNTY DEEPARTNIENT OF HEALTH SERVICES COMMON AREA mu I APPROVAL OF CONSTRUCTED U ORKS m I� DeteJAN 16 21111 H.S.Rof.No. ��O"O `0013 m X.W I Z z Tho sv,Rrnge divan^ 4!and wcfer mipp!y U Sa �;- -� ct thio location have I�cC 1 i t uCCtC^:e o odor U111 wcortMod by this DGPt tm °•�"or ctly;r agcnciC3 DI 0 v I W a��found t t;C��.ie,`�ctcry ® U'IIW Cra'�" "6c--per, P.F., Chief 1{! �yy�- , 41iLav VI If� JY\i��6A6 Iii �+ VI . Li 5 01-09-2019 REVISED HEALTH DEPARTMENT REFRENCE NUMBER'S AND AREAS PE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 4 12-19.2018 REVISED TIE DISTANCES AND LEACHING POOL EFFECTIVE DEPTH NP UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 3 12-06-2018 LOCATE ELECTRIC 8x GAS SERVICE NP CLUB HOUSE C-10-06-0013 6190 S.F. - 6,190 S.F. 2 12-03-2018 SANITARY SYSTEM&WATER SERVICE REV. NP 1 08-16-2018 SANITARY AS-BUILT NP NO. DATE: REVISIONS: BY: SANITARY SYSTEM AS-BUILT TABLE -y ; SANITARY AS-CONSTRUCTED SURVEY FOR PROJECT NO.: 00026 STRUCTURE NAME TIE A TIE B .; �' CLUBHOUSE DRAWN BY: EG CLUBHOUSE �,,•�'' ._.. . 1 _ HARVEST POINTE AT CUTCHOGUE CONDO I CHECKED BY: PE ST-1 49.5' 33.9' , ''(�Q`- �`rc'-/ /� f ' a SITUATED AT DATE: NOVEMBER 2017 U - CUTCHOGUE ST-2 54.8' 39.0' co �� aJ,a� 0.) % un .; � , " r oar �'4 , I w C TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCALE: 1 =30' 66.5 51.0 2�' � '" �' I S.C.T.M.: DISTRICT: 1000,SECT. 102, BLK.0100,P/O LOT 33.003 LP , 1- C7 I'{ r",t a� t 9 �"� FILE NO GT-1 54.5" 20.1 � 'ti r C , CADD: 000264S / iVELSON POPE GT-2 58.2' 23.2' '5021 ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747 PHONE(631)427-5665 FAX(631 427-5620 A OF 1NWiN.NELSONPOPE.CM SHEET NO.: 1 1 I r CC# : C17-39732 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 09/21/2017 under Liber D00012930 and Page 554 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seat of said County and Court this 09121/2017 SUFFOLK COUNT/Y� CLERK JUDITH A_PASCALE SEAL !111!111 IIII Illi!IIIA VIII VIII Illll 1111111111 llll ILII 111111 lull 11111 IIII Illi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 09/21/2017 Number of Pages: 21 At: 10:48 :09 AM Receipt Number : 17-0164980 LIBER: D00012930 PAGE: 554 District: Section: Block: Lot: 1000 102 .00 01 .00 033.003 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $105.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $13. 65 NO RPT $200.00 NO Fees Paid $358.65 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County I 1 F RECORDED Number of pages 2017 Sep 21 10:43:09 AN JUDITH R. PASCALE CLERK OF This document will be public SUFFOLK COUHT'Y record.Please remove all L DOOO129 0 Social Security Numbers P 554 I prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee �/9:J..CSL/ Mortgage Amt. L Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal Notation Spec./Assit. or EA-52 17(County) SubTotal Z, —:6V Spec./Add. EA-5217(State) TOT.MTG.TAX a .T¢� � � Dual Town Dual County R.P.T.S.A. l/� �b Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 7� r7 family dwelling only. Sub Total�cd YES orNO Other Grand Total aV. If NO, see appropriate tax clause on y11 ![• paged of this ins rumen. 1s 4 DK 3480240 1000 10200 0100 033003 '3.003 5 Community Preservation Fund RealPrc F T S Consideration Amount$ TaxSen R LEP A CPF Tax Due $ Agern 21StEP-17 Verifies • // pp Improved 6 Satisfactions/Discharge CORD&RList Pro Om Owners Mailing Address Vacant Land CERTILMAN BALIN ADLER&HYMAN,LLP ATTN:JOHN M.WAGNER, ESQ. TO 100 MOTOR PARKWAY,SUITE 156 TD HAUPPAUGE,NEW YORK 11788 TO Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 co.Name Chicago Title Insurance Company www.suffolkcountyny.gov/clerk Title#C17-7474-17461-BUFF 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants and Restrictions(Town) made by: (SPECIFY TYPE OF INSTRUMENT) RIMOR DEVELOPMENT LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD In the VILLAGE or HAMLET of CUTCHOGUE BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over 1 I DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 117A day of September, 2017, by RIMOR DEVELOPMENT LLC, a New York limited liability company with a place of business located at 1721 D North Ocean Avenue, Medford, New York 11763, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the DECLARANT is the owner of certain real property situate at the northwest comer of Schoolhouse Road and Griffing Street, at Cutchogue, in the Town of Southold, County of Suffolk, and State of New York (Suffolk County Tax Map parcel number 1000-102-1-33.3), more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the "Property"); and WHEREAS, the DECLARANT has made an application to the Planning Board of the Town of Southold (hereinafter referred to as the "Planning Board") for a residential site plan to include 124 condominium units and associated accessory structures, hereinafter referred to as the "Project," as shown on the approved site plan entitled "Harvest Pointe" (aka "Heritage at Cutchogue"), prepared by VHB Engineering, Surveying & Landscape Architecture, P.C., last dated August 30, 2017, and including 43 pages, and hereinafter referred to as the "Site Plan"; and WHEREAS, a digital copy of the Site Plan is available for reference from the Town of Southold (hereinafter referred to as the "Town"); and WHEREAS, as a condition of granting approval of the Site Plan, the Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the development of the Property, and to further the goals of the Town's Comprehensive Plan; and S` WHEREAS, as a condition of approval of the Site Plan and to further the Town's goals of land preservation, the Planning Board has found that 50% of the land area of the Property shall be preserved as open space, and has required that these covenants include specific restrictions over the open space portion of the Property, as shown on the aforementioned Site Plan, on Page OS-1; and WHEREAS, pursuant to § 280-97 of the Code of the Town (hereinafter referred to as the"Town Code"), entitled Right to farm, the Town has determined that farming is an essential activity within the Town, and that farmers shall have the right to farm in the Town without undue interference from adjacent landowners or users; and, for the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT, for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property shall hereafter be subject to the covenants and restrictions as herein cited, to wit: 1. There shall be no subdivision of the Property resulting in additional building lots (this prohibition of subdivision shall not apply to condominium unit designation maps). No lot lines shall be changed unless authorized by the Planning Board by a majority-plus-one vote after a public hearing. 2. Until such time as the DECLARANT has paid in full the $2,000,000 fee specified in Paragraph 25 of the "Stipulation of Settlement" in NOCRO, Ltd., et al. v. Scott A. Russell, et al., Suffolk County Supreme Court Index No. 2 ,s• 1910112009, which was "so-ordered" by Justice Jerry Garguilo on September 25, 2014, the DECLARANT shall provide the Town Cleric with written notice of any sale or transfer of any portion of the Property, and any such sale or transfer must be expressly made subject to the terms and provisions of the "so-ordered" "Stipulation of Settlement," as same may be amended. 3. The Project shall be constructed in four phases, according to the Construction Phasing Plan approved for the Project by the Planning Board, unless otherwise approved by the Planning Board. Prior to commencement of Phases 2, 3, or 4 of the Project, certificates of occupancy shall have been issued for at least 75% of the units included in the prior phase. 4. All aspects of the Project shall be constructed and maintained substantially in accordance with the Site Plan, including the architectural drawings, except where the Site Plan is amended by a majority-plus-one vote of the Planning Board after a public hearing. 5. The occupancy of all the residential units on the Property is limited to persons of the age of 55 years or older; a spouse of any age, provided the spouse of such person resides in the unit and is the age of 55 years or older; children or grandchildren residing with a permissible occupant, provided such children or grandchildren are 19 years of age or older; and individuals, regardless of age, residing with and providing physical support to a permissible occupant. 6. The clubhouse and grounds are for the personal enjoyment of the occupants of units in Harvest Pointe and their family members, and shall not be rented or leased for use by non-occupants for special events, including, but not limited to, weddings, fund-raisers and parties. 7. There shall be no more than 124 dwelling units. Accessory apartments are not permitted. 3 r 8. Basements in the residential units on the Property: a. shall not be used for habitable space; and b. shall not have a ceiling height in excess of eight (8)feet; and c. shall not have windows in excess of the minimum area required for uninhabitable basements by applicable laws, regulations, and building and fire codes. 9. Low-flow plumbing fixtures shall be used within the residential units and the community building.on the Property. 10.The maximum total livable floor area for all residential units on the Property shall not exceed 234,576 square feet (i.e., 219,076 square feet of livable floor area plus a maximum increase of 125 square feet in each unit, with no expansion of the footprint of such unit), except that the Planning Board may approve additional square footage in "B" units, with no expansion of the footprints of such units, provided that the total livable floor area of all residential units on the Property shall not exceed 245,000 square feet. Any expansion must meet all other building codes and wastewater regulations of the Suffolk County Department of Health Services ("SCDHS"). "Livable floor area,"for the purposes of this Declaration, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. 11.The maximum livable floor area in any one unit must not exceed 1,999 square feet, except for minor increases in livable floor areas within existing structures of not more than 125 square feet for any unit, so long as the total livable floor area on the Property does not exceed the amounts set forth in Paragraph 10, above. 4 *r 12.There shall be no conversions of garages or screen porches on the Property to livable floor area. 13.There shall be no additions to the residential units on the Property, except as set forth in Paragraphs 10 and 11, above. 14.Construction of all buildings on the Property shall comply with the New York State Energy Conservation Construction Code. 15.Prior to issuance of certificates of occupancy for any residential units on the Property: a. the clubhouse, pool, and associated site work on the Property shall be completed, and a certificate of occupancy for those amenities shall be issued; and b. all site work and infrastructure servicing the residential units must be completed in accordance with the Site Plan, and to the satisfaction of the Planning Board. 16.Owners of residential units on the Property shall be given notice as to proper methods for disposal for pharmaceuticals and shall be instructed not to dispose of such materials in the wastewater disposal system on the Property. 17.A total of$2,000,000.00 shall be payable by the DECLARANT for all park, recreation area, affordable housing, professional, and other fees associated with the Project, other than post-site plan building permit and inspection fees, and 1/124 of the aforesaid $2,000,000.00 total fees shall be paid to the Town upon issuance of each certificate of occupancy for the 124 residential units included in the Project. Notwithstanding the foregoing, any balance of the aforesaid $2,000,000.00 in fees that is not paid as of September 25, 2023 shall be paid in full on or before such date. 5 Yf`' G 18.With respect to wastewater disposal from the Project: a. the Project shall use innovative/alternative wastewater treatment systems that have been approved under Suffolk County's innovative and Alternative On-Site Wastewater Treatment Systems (IIA OWTS) Program (a/k/a Article 19 of the Suffolk County Sanitary Code); b. the Project developer shall be responsible for continued successful operation of the I/A OWTS systems on the Property until such time as a condominium owners association takes over the management of the Property; and C. an annual monitoring report shall be provided to the Planning Board to check whether the level of nitrogen in the effluent remains at or below 19 mg/L, and the duration and methodology of such annual reporting shall be determined in conjunction with the Suffolk County Department of Health Services ("SCDHS"). 19.All exterior lighting on the Property, including lighting on the residential units, shall comply with (a) the provisions of Chapter 172 of the Town Code, and (b) the Lighting Plan pages of the Site Plan. Any future exterior light fixtures not shown on the Site Plan must be reviewed for compliance and approved by the Planning Board prior to installation. There shall be no lights on the tennis court on the Property. 20.An entrance gate is not permitted, and the entrance booth shall not be staffed, except with prior approval of the Planning Board after a public hearing. The entrance booth may be staffed during construction of the Project. 21.A nature trail, constructed of pervious material, shall be installed and maintained on the Property, as shown on the Site Plan. 6 22.Bike racks shall be provided at the community center and the tennis court on the Property. 23.The emergency access for the Property at Bridle Lane shall be used for emergency access only, and shall not be used for any other traffic, including construction traffic. 24.Parking shall be restricted to one side of each of the access roadways on the Property, and there shall be no overnight parking on such roadways. 25.The DECLARANT acknowledges that the Site Plan is within 500 feet of land in agricultural use.All owners and future owners of the condominiums are hereby provided notice of protected farm practices pursuant to the Town Code Farmland Bill of Rights. Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing; grading; plowing; aerial and ground spraying; the use of legal agricultural chemicals (including herbicides, pesticides and fertilizers); raising horses, poultry, small livestock and cattle; processing and marketing produce; installing water and soil conservation facilities; utilizing farm crop protection devices; designing and constructing and using farm structures, including barns, stables, paddocks, fences, greenhouses and pump houses; using water; pumping; spraying; pruning and harvesting; disposing of organic wastes on the farm; extensive use of farm laborers; training of laborers and others in the use and care of farm equipment and animals; traveling local roads in properly-marked vehicles; and providing local farm produce markets near farming areas. These activities can and do generate dust, smoke, noise, vibration and odor. These activities may occur on holidays, Sundays and weekends, at night and in the day. Such activities are presumed to be reasonable. Such activities do 7 f` i not constitute a nuisance unless the activity has a substantial adverse effect on the public health, safety and welfare. 26.All stormwater management and drainage controls shall be maintained in perpetuity as required and shown on the Site Plan. 27.All stormwater run-off resulting from the development of the Site Plan shall be retained on site and shall be the responsibility of the Property owner to manage. 28.Utilities on the Property, including but not limited to electric, gas, telephone and cable, shall be underground. 29.Landscaping Maintenance: All plantings, landscaping, and landscape maintenance must follow the Site Plan specifications on Pages L-1 through L- 6. In particular, there is a detailed Landscape Management Plan on Page L-1 of the Site Plan. 30.All trees shall be maintained as shown on the Site Plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size shown on the Site Plan, Pages L-1, L-2, or L-3. Any change in species must be approved in writing by the Planning Board. 31.A natural, vegetated buffer, hereinafter referred to as the "Natural Buffer", shall be maintained on the Property's perimeter, at the dimensions shown on the Site Plan, for the purpose of providing substantial visual screening and providing natural wildlife habitat. The Natural Buffer shall be maintained to provide a dense double row of evergreens with supplemental plantings'of native evergreens to be added where substantial visual screening does not exist naturally, or where existing trees have died. The Natural Buffer is part of the Open Space and specific restrictions are included below. 8 1. :rrF•. 32.The areas on Site Plan Pages L-2 and L-3 labeled as "Seed Mix C' shall be managed for native vegetation and wildlife habitat. 33.All planted/transplanted vegetation on the Property shall survive at least three (3) years from the time each phase of the Project is completed, or shall be replaced at the expense of the Project developer. After such three (3)years, the condominium association shall be responsible for maintaining the vegetation approved in the Site Plan. 34.With respect to irrigation on the Property: a. overall water usage for irrigation shall not exceed an average of 25,000 gallons per day during the peak summer season -- May through October; b. drip irrigation systems shall be used for irrigation of plantings other than lawn areas; c. soil moisture sensors shall be used to ensure irrigation is suspended during times when enough rain has fallen that irrigation is not necessary; d, irrigation shall be conducted so that it occurs in phases on alternating days, and the entire irrigated area is not irrigated at the same time; e. water used for irrigation shall be drawn from separate wells, a sufficient number of such wells shall be provided to avoid a cone of depression that lowers the water table or upconing that results in salt water intrusion that could affect the wells of neighbors, such wells shall be situated where they will not affect the quality or quantity of water available from the private wells of nearby residents or the Suffolk County Water Authority; and the pumps for such wells shall not create noise that measures more than 50dB at the nearest residential structure; and f. all irrigation wells shall include a meter to monitor the use of water for irrigation, and a report of the number of gallons of water used each month for irrigation shall be sent annually to the Planning Board. 9 35.Synthetic herbicides and pesticides shall not be applied on the Property except in cases where organic methods are shown to be ineffective, and a written statement is provided by an entomologist, plant pathologist, weed scientist, and/or qualified landscape professional stating that chemical treatment(s) are the only effective measure(s) for control or eradication for a particular incident of plants or pests. This written statement, together with a map showing the proposed location(s) of the problem area(s), must be submitted to the Planning Board prior to the application of the herbicide(s) or pesticide(s).All applications of herbicides or pesticides shall be made by a New York State Department of Environmental Conservation Certified Pesticide Applicator. 36.With respect to the use of fertilizer on the Property: a. fertilizer shall be applied only after it has been determined to be necessary by soil test, and only in the smallest amount necessary; b. only organic-based nitrogen fertilizer with a low-Nitrogen nutrient ratio and a minimum 50% of Water-Insoluble Nitrogen (WIN) shall be used; and c. fertilizer shall be applied, in any application, at a maximum rate of one (1) pound of nitrogen per 1,000 square feet of land area, and no more than two (2) pounds of nitrogen per 1,000 square feet of land area shall be applied in any calendar year. 37.Open Space Prohibited and Permitted Uses The Open Space area is required to be at least 50% of the land area of the Property, and consists of a total of 23 acres, as shown on Page OS-1 of the Site Plana The restrictions on the future uses of the Open Space, including the Natural Buffer, are as follows. Prohibited a. Vegetation Removal or Disturbance 10 The mowing, cutting, clearing, removal or disturbance of vegetation, including trees, shrubs, and groundcover, is prohibited, except as permitted below. b. Structures No buildings or other structures or improvements may be erected or constructed, except as permitted below. c. Excavation, grading, removal of materials and mining are prohibited, except where necessary for permitted activities. Mineral exploitation, and extraction by any method, surface or subsurface, is prohibited. The removal from the site of topsoil, sand, or other materials shall not take place. The topography shall not be changed except as approved by the Planning Board on the Site Plan, and there is no grading or excavation permitted in the Natural Buffer, except the minimum amount of digging necessary to create planting holes for evergreens as required to maintain a densely-vegetated screen. d. Motorized vehicles The use of motorized vehicles within the Open Space area is prohibited, including, but not limited to, recreational vehicles, dirt bikes, and all-terrain vehicles (ATV's), except for lawn mowers and similar maintenance equipment. e. Soil and Water Any use or activity that causes or is likely to cause soil degradation, compaction or erosion or pollution of any surface or subsurface waters is prohibited. f. Dumping ] l The dumping or accumulation of unsightly or offensive materials, including, but not limited to, trash, garbage, sawdust, ashes or chemical waste, is prohibited. g. Utilities The creation or placement of overhead utility transmission lines and utility poles is prohibited. Underground utilities are permitted, except in the Natural Buffer. h. Other Uses The use of the Open Space for any commercial or industrial purpose is prohibited. Other uses not permitted include paintbail, shooting ranges, swimming pools, wireless facilities or cell towers, and all uses that are not consistent with the purposes of these covenants. i. Development Rights The use of the acreage of this Open Space for purposes of calculating lot yield on any other property is prohibited. All existing development rights, and any further development rights that may be created through a rezoning of the Open Space, except those required to carry out the permitted uses of and activities on the Open Space, are terminated and extinguished and may not be used or transferred to any other parcels. Permitted a. Landscape Maintenance (1) Areas labeled 'Natural Buffer' (a) Clearing for the installation and maintenance of the Nature Trail as shown on the Site Plan. The exact location of the trail shall be adjusted during installation to avoid the removal of trees. 12 (b) The only vegetation allowed to be disturbed or removed are noxious or invasive plants and vines, but they must be hand- pulled, hand-cut, or cut with machinery selective enough to keep nearby native plants intact to the greatest extent practicable, Prior written approval from the Planning Board is required for large-scale removal of noxious or invasive species, except that routine hand-pulling of invasive species that does not disturb existing native plantings is permitted without prior Planning Board approval. (c) The Natural Buffer may be supplemented or re-planted with native vegetation plantings according to the approved landscape plans in the Site Plan, or according to a re- vegetation plan with prior written consent of the Planning Board. (d) Dead or diseased trees that are a potential hazard to residences or people may be removed with prior approval from the Planning Board, and with a report from a certified arborist that the tree is dead or diseased. (e) Notwithstanding the foregoing, a dead or diseased tree that, in the opinion of a certified arborist, represents an imminent threat to structures or people may be removed without prior Planning Board approval, and the arborist shall submit a report of any such removal to the Planning Board within one business day after such removal. (f) Any tree removed, as set forth above, shall be replaced with a tree of a size and species listed on the Planning Board's list of approved trees. (2) Areas labeled `Seed Mix C' on Site Plan Pages L-2 & L-3 (a) Maintenance of these areas as natural native meadow habitat. 13 (b) Mowing is permitted as follows: L there shall be no mowing from May through October 15 to avoid turtles and other wildlife; ii. mowing shall not be performed more than once a year after October 15; iii. mowing with flail mower heads with guide bars that ride along the ground shall be avoided; iv. no less than seven (7) inches of stubble height shall be retained to retain important cover for animals, and to reduce mortality of turtles; v. mowing shall be in a pattern from the center outward, to avoid congregating fleeing animals into the center; and vi. removal of noxious or invasive plants and vines is permitted, but they shall be hand-pulled, hand-cut, cut with machinery selective enough to keep nearby plants intact to the greatest extent practicable, or treated with organic herbicides only, except as set forth in Paragraph 35, above. (c) Substitutions of species are permitted, with prior written approval from the Planning Board after a finding that the species are native and drought-tolerant. (d) Prior written approval from the Planning Board is required for large-scale removal of noxious or invasive species, except that routine hand-pulling of invasive species, and selective application of organic herbicide or pesticide that does not disturb existing native plantings is permitted without prior Planning Board approval. (3) Other areas of Open Space (not including the Natural Buffer and. areas labeled Seed Mix C): (a) All typical landscape maintenance activities are permitted. - 14 P (b) Vegetation may be removed and replanted according to the Site Plan with no prior approval from the Planning Board. (c) Substitutions of species are permitted, so long as at least 50% of the plants in the non-turf areas are native species with moderate to high drought tolerance.All trees must be maintained as shown on the Site Plan. b. A fence along the Property boundary, with prior Planning Board approval required prior to installation, except for repair or replacement in kind, which shall not require prior Planning Board approval. Clearing for a fence line must avoid and preserve any trees of six (6) inches diameter at breast height(dbh) or larger, and must avoid removal of the evergreens in the Natural Buffer. c. "Passive outdoor recreation," defined as dispersed, noncommercial, and non-motorized recreational activities that do not rely on buildings and have minimal impact on natural resources, is permitted. Such uses include hiking, a nature trail as shown on the Site Plan, nature observation, picnicking, cross-country skiing, snowshoeing, bird watching, and enjoyment of open space. d. Structures: a gazebo as shown on the Site Plan; solar panels as permitted by the Town Code, and only with prior Planning Board approval after a public hearing; and park benches and picnic tables, without prior approval of the Planning Board; except no structures are permitted in the areas labeled Seed Mix C or the Natural Buffer other than portions of the pedestrian path as shown on the Site Plan. e. Water supply and sewage disposal systems, and stormwater detention areas as shown on the Site Plan, are permitted; however, they shall not be located in the Natural Buffer. Stormwater detention areas must 15 3 be designed, landscaped, and available for use as an integral part of the Open Space area. The within Covenants and Restrictions shall run with the land in perpetuity and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the Property unless and until approved by a majority-plus-one vote of the Planning Board or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, or invalid or be held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the DECLARANT shall pay, either directly or by reimbursement to the Town, all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to 16 impose any liability whatsoever upon the Town or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT RIMOR DEVELOPMENT LLC: By: RIMLANDS INC., Manager By: Jeffry Ri and, Pr sident and J MF 2 LLC, Manager - orrow, Manager STATE OF NEW YORK ) ) ss.: COUNTY OF SUFFOLK) On this I day of September, in the year 2017, before me personally appeared Jeffrey Rimland, khown to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. -?? "/&"o' Notary Public MICNotary HELEPubli ROED, stateoNG NOYLE ew York 4846852 Qualifiedno.inn SUFFOLK County Commission Expires JANUARY 31,20LO 17 IP, STATE OF NEW YORK ) ) ss.: COUNTY OF NEW YORK) On this_ftky of September, in the year 2017, before me personally appeared Robert Morrow, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. No �Gbljc JOSEPH EDWARD CZERNIAWSICI Notary Public, State of New York No.02.0Z6233816 Qualified in New York county Commission Expires 01/0312018 18 Chicago Title Insurance Company TITLE NO. C17-7474-17461-SUFF SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Cutchogue, Town of Southold,County of Suffolk and State ofNew York being more particularly bounded and described as follows: BEGINNING at a point on the northwesterly line of Schoolhouse Lane at the southeast comer of the premises herein described,adjoining land now formerly of the Town of Southold on the southeast; THENCE South 52 degrees 55 minutes 20 seconds west, partially along the northwest of Schoolhouse Lane and partially along land now or formerly ctf Anjo Ltd.,216.51 feet to land now or formerly of Roman Catholic Church of the Sacred Heart; RUNNING THENCE along said last mentioned land the following two courses and distances: 1) North 37 degrees 13 minutes 30 seconds West 400.00 feet; 2) South 53 degrees 05 minutes 40 seconds West 407.11 feet to land-now or formerly on map entitled, "Map of Highland Estates",filed April 26, 1977,Map#6537; RUNNING THENCE along said last mentioned land north 36 degrees 54 minutes 20 seconds west 2009.22 feet to land now or formerly of Castello Di Borghese LLC; RUNNING THENCE along said last mentioned land,north 50 degrees,18 minutes 10 seconds east 251.03 feet to land now or formerly on map entitled, "The Woods at Cutchogue" filed 3/23/1989. map#8717; RUNNING THENCE along said last mentioned land the following three courses and distances: 1) North 56 degrees 00 minutes 50 seconds east 145.28 feet; 2) South 37 degrees 04 minutes 30 seconds east 221.47 feet; 3) North 39 degrees 26 minutes 10 seconds east 562.84 feet to land now or formerly of Rose Vineyard LLC; RUNNING THENCE along said last mentioned land south 38 degrees 24 minutes 20 seconds east X. 1904.80 feet to land now or formerly of Zahra; Page 1 of 2 24 Commerce Drive Riverhead,New York 11901 (631)284-2400 Fax: (631)574-2355 Chicago Title Insurance Company TITLE N0. C17-7474-17461-SUFF SCHEDULE A continued RUNNING THENCE along said last mentioned land the following two courses and distances: 1) South 37 degrees 38 minutes 50 seconds west 208.04 feet; 2) South 37 degrees 04 minutes 40 seconds east 269.77 feet to land now or formerly ofthe Town of Southold; RUNNING THENCE along said last mentioned land the following two courses and distances: 1) South 52 degrees 55 minutes 20 seconds west 167.99 feet; 2) South 37 degrees 04 minutes 40 seconds east 95.00 feet to the northwesterly side of Schoolhouse Lane the point or place of BEGINNING. Page 2 of 2 24 Commerce Drive•-Riverhead,New fork 11901 • (631)284-2400 •Fax: (631)574-2355 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O.Box 1179 LD J.WILCENSKI �0�� lQ Southold,NY 11971 Chair OFFICE LOCATION: LLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G� ® 54375 State Route 25 JAMES H.RICH III '� w�� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR IyCOU �`C.V Southold, NY Telephone: 631765-1938 www.southoldtowimy.gov kY � yyJ PLANNING BOARD OFFICE TOWN OF SOUTHOLD � September 20, 2017 c{..' n OCT - 42017 John M. Wagner, Esq. 100 Motor Parkway, Suite 156 BU"INGDEFT- Hauppauge, NY 11788 TOWN OF SOUTHOLD Re: Site Plan Approval (Final): The Heritage at Cutchogue Residential Site Plan 75 Schoolhouse Rd., n/w corner of Griffing St. & Schoolhouse Rd., Cutchogue SCTM#1000-102-1 Zoning District: Hamlet Density- HD Dear Mr. Wagner: The following resolution was adopted at a meeting of the Southold Town Planning Board on August 14, 2017: WHEREAS, this proposed Residential Site Plan is for the development of 124 detached and attached dwellings, with three base designs: 48 "Type A" units (1,999 +/- sq. ft. livable area), 72 "Type B" units (1,599 +/- sq. ft. livable area) and 4 "Type "C" units (1,999 +/- sq. ft. livable area). In addition, there are proposed the following: a 6,188 +/- sq. ft. clubhouse with an outdoor swimming pool, one tennis court, 289 parking spaces, of which 248 are associated with the individual dwelling units and 41 are associated - with the clubhouse, and various other associated site improvements, on a vacant 45.99- acre parcel in the Hamlet Density (HD) Zoning District located at 75 Schoolhouse Road, at the northwest corner of the intersection of Griffing Street and Schoolhouse Road in Cutchogue; and WHEREAS, on November 7, 2016;the Planning Board granted Conditional Approval to this Site Plan application; and WHEREAS, on January 6, 2017, the applicant submitted revised plans; and WHEREAS, on February 27, 2017, the revised plans were referred to the Office of the Town Engineer for review and comment; and WHEREAS, at their Work Session on February 27, 2017, the Planning Board reviewed the revised plans and compared them with their conditional approval from November, 2016; and The Heritage at Cutchogue 2 September 20, 2017 WHEREAS, in a letter to the applicant's agent dated March 6, 2017, the Planning Board required more information to be submitted to satisfy the conditional approval, and agreed to modify several conditions; and WHEREAS, on March 6, 2017, the applicant submitted updated architectural drawings, and on March 7 those drawings were referred to the Town Architectural Review Committee; and WHEREAS, on March 10,2017, the applicant submitted a letter requesting permission to begin Phase 1 tree clearing prior to Final Site Plan approval due to the condition that no tree clearing be permitted between June 1 and July 31; and WHEREAS, on March 13, 2017, the Planning Board received comments from the Office of the Town Engineer on the revised plans; and WHEREAS, in their letter dated March 15, 2017, the Planning Board required that certain revised plans be submitted prior to their considering the request for tree clearing prior to final site plan approval; and WHEREAS, on March 17, 2017 the revised plans were referred to the Cutchogue Fire District for review and comments about emergency access and fire hydrant locations; and WHEREAS, on March 21, 2017 the applicant submitted a letter of water availability from the Suffolk County Water Authority; and WHEREAS, on March 27, 2017 the Planning Board received comments from the Architectural Review Committee; and WHEREAS, on March 28, 2017 the applicant submitted the revised plans required by the Planning Board to be submitted prior to their considering the request for tree clearing prior to Final Site Plan approval; and WHEREAS, on April 5, 2017 the Planning Board received a Bond Estimate (aka Performance Guaranty) from the Office of the Town Engineer; and WHEREAS, on April 10, 2017, the applicant submitted a "Performance Bond and Security Agreement" (the "Bond") and, as security therefor, a Savings Passbook in the principal amount of$150,014.00; and WHEREAS, at their meeting on April 10, 2017, the Planning Board approved the Bond Estimate (aka Performance Guaranty), and the Bond in the amount of$150,014.00, as well as the clearing of trees for Phase 1 before Final Site Plan approval; and WHEREAS, on April 11, 2017, the Town Board approved the Bond referenced above in their Resolution No. 2017-340; and The Heritage at Cutchogue 3 September 20, 2017 WHEREAS, on April 13, 2017 the Planning Board received comments from the Cutchogue Fire District that the revised plans were in accordance with their requests; and WHEREAS, the Planning Board completed their review of the site plans submitted on January 6, 2017 and required corrections and revisions as outlined in their letter to the applicant dated June 2, 2017; and WHEREAS, on June 23, 2017, the applicant submitted revised plans in digital format; and WHEREAS, the Planning Board reviewed the revised plans and required corrections and revisions as outlined in their letter to the applicant dated June 28, 2017; and WHEREAS, at their Work Session on June 19, 2017, the Planning Board received a request from the applicant for the Planning Board to authorize the Heritage and its contractors to commence steps 7, 8 and 9 of Phase I prior to Final Site Plan approval; and WHEREAS, at their meeting on July 10, 2017, the Planning Board authorized the Heritage to commence steps 7, 8 and 9 of Phase I prior to final site plan approval; and WHEREAS, on August 3, 2017, the applicant submitted revised plans in digital format; and WHEREAS, the Southold Town Planning Board has reviewed the revised plans and determined that they meet the Board's conditions, and that all applicable requirements of the site plan regulations in Southold Town Code, Article XXIV, §280 Site Plan Approval, have been met under the conditions listed below; therefore be it RESOLVED, that the Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015, and last revised July 28, 2017, and authorizes the Chairman to endorse the site plan after Condition ``1" below is met. See attached list of plans included in the site plan: Conditions: 1. Prior to the Chairman endorsing the site plans, the following must be completed: a. Lighting Plan shall be submitted, reviewed and approved, including sign lighting: i. All exterior lights and their light measurements are to be shown on a single page photometric plan; The Heritage at Cutchogue 4 September 20, 2017 b. Reduce the number of street lights by 11, leaving street lights at intersections, road ends, median islands and parking lots; c. Four paper copies of the final site plan and all related plans (see attached list) shall be submitted; d. Covenants & restrictions (C&R's) shall be finalized; e. A copy of the C&R's and proof they were filed with the County Clerk shall be submitted; f. Submittal of the site plan with the approval stamp of the Suffolk County Department of Health Services. 2. All aspects of the Project shall be constructed and maintained substantially in accordance with the Site Plan including the architectural drawings, except where the Site Plan is amended by a majority plus one vote of the Planning Board after a Public Hearing. 3. The site will be constructed in four phases according to the Construction Phasing Plan, page PH-1. ,4; The clubhouse p and associated site work must be completed and a certificate of occupancy for those amenities issued prior to certificates of occupancy being issued for any residential units. 5 There shall be no more than 124 residential units. Accessory apartments are not permitted. 6. Occupancy of all the residential units shall be limited to persons of the age of 55 years or older; a spouse of any age, provided the spouse of such person resides in the unit and is the age of 55 years or older; children or grandchildren residing with a permissible occupant, provided such children or grandchildren are 19 years of age or older; and individuals, regardless of age, residing with and providing physical support to a permissible occupant. 7. All buildings must be constructed and finished according to the architectural designs and floor plans approved by the Planning Board. 8. No buildings shall be within 100 feet of the westerly property line of the subject property and no buildings shall be within 75 feet of the eastern property line. 9 Basements'in the residential units on the Pro ert berusedyMMM==Aara� �� v�(8)_fe ra� The Heritage at Cutchogue 5 September 20, 2017 c. shall not have windows in excess of the minimum area required for uninhabitable basements by applicable laws, regulations, and building and fire codes. 10.The maximum total livable floor area for all residential units on the Property shall not exceed 234,576 square feet. The Site Plan was approved with 219,076 square feet of livable floor area, with an allowance of 125 square feet potential increase in each unit with no expansion of the footprint. This condition does not preclude the applicant from applying for an amendment to the site plan to add livable floor area in the form of second floors on the one-story units, with no expansion of the footprints as shown in the approved site plan, up to the amount in the Stipulation of Settlement (245,000 square feet). Any expansion must meet all other building codes and wastewater regulations of the Suffolk County Department of Health Services. "Livable floor area," for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. 11.The maximum livable floor area in any one unit must not exceed 1,999 square feet, except for minor increases in livable floor areas within existing structures of not more than 125 square feet for any unit, so long as the total livable floor area on the Property does not exceed 234,576 square feet. This condition does not preclude the applicant from applying for an amendment to the site plan to add livable floor area in the form of second floors on the one-story units, with no expansion of the footprints as shown in the approved site plan, up to the amount in the Stipulation of Settlement (245,000 square feet). Any expansion must meet all other building codes and wastewater regulations of the Suffolk County Department of Health Services. "Livable floor area, for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. 12.There shall be no conversions of garages or screen porches on the Property to livable floor area. 13.There shall be no additions to the residential units on the Property, except as set forth in Paragraphs 10 and 11 above. 14.There shall be at least six different colors used for the exteriors of the residential units in the development to provide variety in appearance. 15.The use of low-flow plumbing fixtures within the residential units and the community building is required. 16.Prior to the certificates of occupancy being issued for residential units, all site work and infrastructure servicing those units must be completed in accordance with the The Heritage at Cutchogue 6 September 20, 2017 approved site plan, and to the satisfaction of the Planning Board. Upon finding that the work has been completed to their satisfaction, the Planning Board will submit a memorandum to the Building Department with this information. 17.According to the Stipulation of Settlement, a total of$2,000,000.00 shall be payable by the Declarant for all park, recreation area, affordable housing, professional, and other fees associated with the Project, other than post-site plan building permit and inspection fees, and 1/124 of the aforesaid $2,000,000.00 total fees shall be paid to the Town of Southold upon issuance of each certificate of occupancy for the 124 residential units included in the Project. Notwithstanding the foregoing, any balance of the aforesaid $2,000,000.00 in fees that is not paid as of September 25, 2023 shall be paid in full on or before such date. These payments will be apportioned as Park and Playground fees and payments in lieu of building Moderate Income Family Dwelling units. 18.Prior to beginning Phases 2, 3 or 4, certificates of occupancy shall have been issued for at least 75% of the units included in the prior phase. 19.Limits of clearing will be established for each phase of development according to the approved Construction Phasing Plan, and clearing shall occur only in the areas identified within the limits of each phase. At the beginning of each phase of development, the land area to be cleared will be marked prior to clearing, including identifying the edge of the Natural Buffer as shown on the approved site plan, and shall be inspected by the Planning Board or their designee, and the Office of the Town Engineer prior to any land clearing. Preparations for all clearing must comply with the requirements of the Storm Water Pollution Prevention Plan. 20.To minimize loss of Northern long-eared bat (Myotis septentrionalis), the following actions shall be taken: a. Trees capable of providing roosts outside the buffer shall be preserved to the greatest extent practicable. b. A wildlife biologist experienced with finding bats will be deployed on site prior to any tree-clearing to search for any signs of bat roosting. c. Tree removal will be avoided during the pup season from June 1 through July 31. 21.April 15 through October 15: Prior to beginning clearing of each phase, measures to protect the Eastern Box Turtle must be taken. As a New York State-listed species of Special Concern, the Eastern Box Turtle requires some measure of protection to ensure that the species does not become threatened. Species of special concern are protected wildlife pursuant to Environmental Conservation Law section 11- 0103(5)(c). To minimize the loss of Eastern Box Turtles, any clearing at the site The Heritage at Cutchogue 7 September 20, 2017 scheduled from April 15 through October 15 will be preceded by wildlife surveys following the protocol below: a. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles, and their qualifications provided to the Planning Board for approval prior to the surveys being conducted. b. The survey effort required must equal the following: area of impact x 4 person-hours/acre = total person-hours of survey effort c. Timing of survey: i. The survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. ii. Surveys must be conducted at the time of day and during weather conducive to peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist. d. Prior to clearing, temporary barriers of wire-backed silt fencing shall be installed around the limits of work and"turtle surveys must be conducted. e. Installation of the temporary barriers must minimize vegetation disturbance. No clearing may occur outside the Limits of Work. f. The bottom of the silt fencing must be buried in a 4-inch deep trench. The trench must be backfilled and compacted. If it is not possible to dig a trench, then the bottom of the barrier must be affixed to the surface. g. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. h. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to be opened for equipment to go in and out during working hours (and closed again at the end of the work day). i. The barrier should be installed immediately prior to the required survey. j. A person familiar with barrier maintenance shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. k. Silt fence barriers may not be removed from the site until that phase of the project is complete and is stabilized by vegetation. The Heritage at Cutchogue 8 September 20, 2017 I. Routine silt fence barrier maintenance is required during the Turtle Active Season (April 1st through October 31st) — Once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. m. Outside the Turtle Active Season (November 1st through March 31st) -- If the barrier has been left in place over the winter months and construction is on- going, a person familiar with barrier maintenance shall conduct an early season inspection in late March or early April to facilitate any repairs or alteration necessary for the barrier to function for turtle protection. n. Any box turtles found during the search will be captured and relocated to an undisturbed area on the property as far from the proposed clearing as possible. o. Documentation of the dates, times, area covered, names and qualifications of personnel involved, and results of the survey must be provided to the Planning Department as soon as possible after completion. 22.To facilitate access for Eastern Box Turtles to the habitat reserved for them in the two areas labeled Seed Mix C that are surrounded by curbing and sidewalk, add at least two sections of flush curbing, each at two feet in length, to each circle, the location and design of which will be reviewed and approved by the Planning Board. These are in addition to the handicap ramps where turtles could also conceivably gain access. 23.All clearing, grading and construction shall comply with Town Code Chapter 236 Stormwater Pollution Prevention regulations that requires all development to contain storm water runoff on site. All drainage structures must be installed as approved and any changes must be reviewed and approved by the Southold Town Office of the Engineer. 24.Natural Buffer: a. A minimum 50-foot buffer shall be maintained around the perimeter of the property, as shown on the approved site plan. The main purpose of this buffer is for substantial visual screening along the property lines to mitigate the impacts to neighbors from this development including aesthetics and quality of life. Other purposes of the buffer include a wind-break to help reduce soil erosion, retain natural land and native vegetation for wildlife habitat, and to help prevent stormwater runoff from leaving the site. This buffer is identified on the site plan as "Natural Buffer." The Heritage at Cutchogue 9 September 20, 2017 b. Where the Natural Buffer does not provide substantial visual screening, supplemental plantings must be made to the buffer by planting enough evergreens and other trees and shrubs to accomplish a dense double row of evergreen vegetation. The supplemental plantings must be of native evergreens transplanted from the interior of the property, as well as native evergreens brought in from a nursery if needed to complete the visual screening to the satisfaction of the Planning Board. c. Between October 1, 2017, and June 1, 2018, supplemental plantings to the buffer of native evergreens in Phase 1 must be done to accomplish the goals stated above in a. and b. wherever the Natural Buffer is accessible. Supplemental plantings to the buffer of native evergreens in Phases 2-4 shall be done during appropriate planting seasons during these later phases. d. No clearing, grading or mowing may occur within the Natural Buffer area. e. Removal of noxious, invasive plants and vines is permitted, but they must be hand-pulled, hand-cut, or cut with machinery selective enough to keep nearby native plants intact to the greatest extent practicable. 25.Existing native evergreens will be preserved and transplanted into and adjacent to the buffers, and used in plantings throughout the site where possible. 26.Existing trees outside of the Natural Buffer with high wildlife value, such as oak species with greater than seven inches diameter at breast height (dbh), will be preserved to the extent practicable and where they will not interfere with necessary grading and drainage. Trees and/or shrubs outside the Natural Buffer area that are selected to be left in place shall be flagged and protected during construction. 27.Nature trail: A nature trail, constructed of pervious material, must be installed and maintained as shown on the approved plan. 28.Landscaping must be planted and maintained as detailed and shown on pages L-1 through L-6 of the approved site plan. 29.The emergency access to Bridle Lane shall not be used as a construction entrance or for any other purpose other than emergency access in the case of an emergency, and, once constructed, shall be closed with a gate at all times. 30.A gate at the entrance to the development is not permitted without prior approval by the Planning Board after a Public Hearing.- 31.The booth at the entrance shall not be staffed unless approved by the Planning Board after a Public Hearing, except during construction. The Heritage at Cutchogue 10 September 20, 2017 32.Bike racks shall be provided at the community center and the tennis court. 33.Lighting: a. All exterior lighting, including lighting on the residential units, shall comply with the provisions set forth in Chapter 172 of the Town Code, and the approved Lighting Plan for this site. b. Any future exterior light fixtures not shown on the approved Lighting Plan must be reviewed for compliance and approved by the Planning Board prior to installation. c. No lights are permitted on the tennis court. 34.The Heritage at Cutchogue shall comply with Chapter 180 of the Town Code, entitled Prevention of Noise, with the following additional requirements during construction: a. Construction activities shall only occur from 7:00 a.m. to 6:00 p.m. on weekdays and Saturdays. b. No outdoor construction is permitted on Saturdays (only indoor construction) from Memorial Day to Labor Day. c. No construction activities are permitted on Sundays, year-round, and the following holidays: i. New Year's Day ii. Memorial Day iii. Independence Day (Fourth of July) iv. Labor Day v. Thanksgiving Day vi. Christmas Day 35.The Heritage at Cutchogue, aka Harvest Pointe, must complete the off-site improvements as detailed on page C-10 Off-site Improvement Plan. 36.The following signage must be installed at the expense of the Heritage at Cutchogue prior to receiving building permits, except for item c. below, which is only required if (1) such No Left Turn sign is approved by Town Board resolution and also by the New York State Department of Transportation (NYSDOT) without requirement of submission of a traffic study or intersection re-design plan, and (2) the requirement of such sign will not delay implementation of the subject project: The Heritage at Cutchogue 11 September 20, 2017 a. 'Create a three-way stop intersection where the project driveway meets Schoolhouse Road and Griffing Street. Stop signs will be installed so that all traffic must stop at this intersection (as detailed on page C-10 of the site plan). Approved by Town Board resolution #2017-533. b. Replace the Yield sign at the end of Schoolhouse Road where it meets. Depot Lane with a Stop sign.Approved by Town Board resolution #2017-533. c. Install a No Left Turn sign at the end of Griffing Street where it meets State Route 25. A Town Board hearing will be requested by the Planning Board after approval of this resolution. 37.All construction activity must follow the guidelines of the approved Soil Management Plan and Community Air Monitoring Plan. 38.A Construction Traffic Management and Logistics Plan must be submitted twice a year to the Planning Board (in December and May), to address and adapt to changing conditions in the area over time (seasonal populations, increased traffic, safety incidents (if any) and operation schedules of area schools) and address community concerns (if any). The plan must include, at a minimum, the following: a. A notice provided to all contractors and subcontractors accessing the site about the following: b. Area speed limits; c. Public and private school safety zones; d_ Residential neighborhoods; e. No access to or from site over Spur Road or Bridle Lane; f. Days/hours of proposed construction activity; g. Parking areas for workers and heavy vehicles; h. Construction staging areas; i. Measures to ensure protection of land and integrity of local roadways; j. Construction Vehicle Route Designation; k. Heritage at Cutchogue will propose a Construction Traffic Route to be reviewed and approved .by the Planning Board, with recommendations from the Southold Town Transportation Commission.. 39.All utilities must be underground. The Heritage at Cutchogue 12 September 20, 2017 40.No overnight parking in the streets due to their narrow width. 41.With respect to wastewater disposal from the Project: a. the Project shall use innovative/alternative wastewater treatment systems that have been approved under Suffolk County's Innovative and Alternative On- Site Wastewater Treatment Systems (I/A OWTS) Program (a/k/a Article 19 of the Suffolk County Sanitary Code); b. the Project developer shall be responsible for continued successful operation of the I/A OWTS systems on the Subject Property until such time as a condominium owners association takes over the management of the Property; and c. an annual monitoring report shall be provided to the Planning Board to check whether the level of nitrogen in the effluent remains at or below 19 mg/L, and the duration and methodology of such annual reporting shall be determined in conjunction with the Suffolk County Department of Health Services ("SCDHS"). 42.Irrigation: a. Overall water usage for irrigation shall not exceed an average of 25,000 gallons per day during the peak summer season -- May through October; b. Drip irrigation systems shall be used for irrigation of plantings other than lawn areas; c. Soil moisture sensors shall be used to ensure irrigation is suspended during times when enough rain has fallen that irrigation is not necessary; d. Irrigation shall be conducted so that it occurs in phases on alternating days, and the entire irrigated area is not irrigated at the same time; and e. Water used for irrigation shall be drawn from separate wells, a sufficient number of such wells shall be provided to avoid a cone of depression that lowers the water table or upconing that results in salt water intrusion that could affect the wells of neighbors, such wells shall be situated where they will not affect the quality or quantity of water available from the private wells of nearby residents or the Suffolk County Water Authority; and the pumps for such wells shall not create noise that measures more than 50dB at the nearest residential structure; and The Heritage at Cutchogue 13 September 20, 2017 f. All irrigation wells shall include a meter to monitor the use of water for irrigation, a report of the number of gallons of water used each month for irrigation shall be sent annually to the Planning Board. 43.The Open Space area is required to be at least 50% of the land area of this site, and consists of a total of 23 acres, as shown on page OS-1 of the Site Plan. The permitted and prohibited uses in the open space are detailed in the covenants and restrictions and in part on page L-1 of the site plan. 44.Any changes in the extent, height or materials to the existing fence along a portion of the perimeter of the property require prior review and approval from the Planning Board. 45.Solar panels are required to be provided on the clubhouse. 46.Afirst aid station is required to be provided in the clubhouse. 47.The final design of the Harvest Pointe sign at the entrance for the development will require prior review and approval by the Planning Board for location and lighting, and the Building Department for code compliance. 48.The fence around the tennis court will require review by the Building Department for code compliance. 49.This site plan approval shall be valid for three (3) years from the.date of this approval, unless the Planning Board grants an extension. 50.Any changes from the approved site plan shall require Planning Board approval. 51.Prior to the issuance of the first residential unit's certificate of occupancy for each phase of the project, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found to not be in conformance with the Approved Site Plan, no certificate of occupancy may be issued unless the Planning Board approves the change. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman The Heritage at Cutchogue 14 September 20, 2017 CC' Michael Verity, Chief Building Inspector, with map James Richter, Engineering Inspector, with map Encl. Site Plan list for Heritage at Cutchogue (aka Harvest Pointe) By signing this letter, the applicant acknowledges that there are conditions, listed above, some of which must be satisfied prior to the Planning Board Chairman endorsing the site plans, some of which must be satisfied prior to issuance of a building permit, and some of which must be satisfied after building permits are issued. Print name: �d 'I A �� Awv7' Applicant Signature: Date: The Heritage at Cutchogue 15 September 20, 2017 k t_ Site Plan list for Heritage at Cutcho ue (aka Harvest Pointe Page # Title Last Revised Date Sheet Index 8/30/17 C-1 Legend and General Notes 8/30/17 C-2.0 Overall Layout and Materials Plan 8/30/17 C-2.1 Layout and Materials Plan 8/30/17 C-2.2 Layout and Materials Plan 8/30/17 C-3.0 Overall Grading and Drainage Plan 8/30/17 C-3.1 Grading and Drainage Plan 8/30/17 C-3.2 Grading and Drainage Plan 8/30/17 C-3.3 Drainage Calculations 8/30/17 C-4.0 Overall Utility Plan 8/30/17 C-4.1 Utility Plan 8/30/17 C-4.2 Utility Plan 8/30/17 C-4.3 Sanitary Plan 8/30/17 C-4.4 Sanitary Plan 8/30/17 C-4.5 Sanitary Calculations, Water Service Crossing Chart 8/30/17 C-4.6 Drainage Structure Table 8/30/17 C-5.0 Erosion & Sediment Control Plan 8/30/17 C-6.0 Site Details 1 8/30/17 C-6.1 Site Details II 8/30/17 C-7.0 Drainage Details 8/30/17 C-8.0 Water Details 8/30/17 C-9.0 Sanitary Details 8/30/17 C-10 Off Site Improvement Plan 8/30/17 L-1 Overall Planting Plan 8/30/17 L-2 Tree Planting and Seeding Plan 8/30/17 L-3 Tree Planting and Seeding Plan 8/30/17 L-4 Shrub Planting Plan Typical Units 8/30/17 L-5 Shrub Planting Plan Clubhouse and Entrance 8/30/17 L-6 Planting Details 8/30/17 SB-1 Soil Borings 8/30/17 SMP-1 Soil Management Plan- Soil Stripping Plan 8/30/17 OS-1 Open Space Plan 8/30/17 L1.1 Lighting Plan 8/30/17 L1.2 Lighting Plan 8/30/17 L1.3 Lighting Details 8/30/17 R-1 500' Radius Map 12/29/15 -Existing Conditions Survey 2/4/15 TR-1.0 Fire Truck Circulation Plan 1/3/17 TR-2.0 Single Unit Truck Circulation Plan 1/3/17 PH-1 Construction Phasing Plan 8/30/17 TS-1 Tree Survey Overlay Plan 1/3/17 TS-2 Tree Survey Overlay Plan 1/3/17 TS-3 Tree Relocation Plan 3/27/17 The Heritage at Cutchogue 16 September 20, 2017 Narrative Plans (Booklet Format) Title Date Construction Health and Safety Plan October 12, 2016 Soil Management Plan October 12, 2016 Construction Traffic Management and Logistic Plan June 14, 2017 Community Air Monitoring Plan October 12, 2016 Architectural Drawings Title Page # Last Revised Date Recreation Building Elevations R1 5/30/17 Elevations R2 5/30/17 Foundation Plan R3 5/30/17 Floor Plan R4 5/30/17 Roof Plan R5 5/30/17 Model A-Basic Elevations Al 7/18/17 Foundation Plan A2 7/18/17 First Floor Plan A3 7/18/17 Second Floor Plan A4 7/18/17 Roof Plan A5 7/18/17 Model A-1 Elevations Al-1 7/18/17 Foundation Plan Al-2 7/18/17 First Floor Plan Al-3 7/18/17 Second Floor Plan Al-4 7/18/17 Roof Plan A1-5 7/18/17 Model B Elevations B1 7/18/17 Foundation Plan B2 7/18/17 First Floor Plan B3 7/18/17 Roof Plan B4 7/18/17 Model B-1 Elevations 131-1 7/18/17 Foundation Plan 131-2 7/18/17 Floor Plan 131-3 7/18/17 Roof Plan 131-4 7/18/17 The Heritage at Cutchogue 17 September 20, 2017 1 Model B-2 Elevations 132-1 6/16/17 Foundation Plan 132-2 6/16/17 First Floor Plan 132-3 6/16/17 Roof Plan 132-4 6/16/17 Model C Elevations C1 6/16/17 First Floor Plan C2 6/16/17 Second Floor Plan C3 6/16/17 SUFFOLK COUNTY DEPT OF LABOR, I LICENSING&CONSUMER AFFAIRS R-€STR!CTED t PLUMBER NMC IC N f PATRICK SCALA r This certifies that the BUS"ESS NAME FOOS FIRE,INC. I bearer is duly I licensed by the Liwnse Numbor Date issues County of Suffolk 56511-RP 02/24/2o�s een,M-Io r EZPRAnON DATE 02/01/2020 V This license is[he property of the Suffolk County Department of Labor,Licensing &Consumer Affairs Possession ofthis license does not guarantee its validity. ,Additional Business Names t .. License Category Fire Sprinkler Systems _ II | � . \\,hb\pro/\Long|u|ond\28305i00 Heritage Cutch*Juo\cod`Yd\p|nnnot\5_29305.00_UTdwg �� ' l ' > S38 ---- --`~ � (DEED) (31 ' - - 30 0.5X 32 y Engineering, Surveying & 33 Landscape Architecture, PC PACE 100 Motor Parkway 12 BOARD OF Suite 135 -y-�N IN 273.68' (DEED) REVIEw DET ERTAII NATION DAT Hauppauge, NY 11788 37*04'40' E 269.77' (ACTU 631.787.3400 0) "1 cf) B8 Inspeeted By The ED OMSION WELL. PRIVATE WELL R-21 0 21 LF 15 tv 64 IF r ' \ 27.W 'C"91.01; Submit RE. 0,R.A. Cerfificatial to YA DITEND DOSTNG WATER MAIN ON 79r 2 11 If Ir SCHOOL-HOUSE LANE AND CONNECT i And Constructio.,1 _U4 4U L TO STE(COORDINATE NTH SCWA) For Insta!!atior 100' PRIVATE WELL SETBACK -,ACP 0 1.( Use Form VMM-073. For Final Appribval. LF 33 CPR P 3, Suffolk County Department of Health Services .50 L �Rl 2- Approval for Construction-Other Than Single Family CD 0 PRIVATE WELL IN 19k C N4 37 �71 Ln — These plans have been reviewed for general conformance with Suffolk Z::3r-7 7 -n County Department of Health Services standards, relating to water —>' supply and sewage disposal. Regardless of any omissions, 6 M inconsistencies or lack of detail, construction is required to be in C/U accordance with the attached permit conditions and applicable rr, I -- - standards,unless specifically waived by the Department.This approval 32 33 N37'13t3O"W 400.00t S-- expires 3 years from the approval date,unless extended or renewed. 05 17 LY SCD11S Notes Approval Date Reviewer ZS5 DO 1. LOT SIZE IS APPROXINIATELY 46.00 ACRES. 34 Y 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. 3. THE UNITS ARE TO BF OWNER OCCUPIED. DEVELOPMENT TO BE MANAGED BY HOA. `' ^� THE SITE IS Luca/Eu ON /HE mux/n*Eu| CORNER OF ucHuoL HOUSE LAN[ AND ` GR|RqNG STREET. Water -- 0r— --- Sy- --- —0—s 5. APPROXIMATE LOCATION OF PRIVATE WELLS WITHIN 150 FEET OF THE SUBJECT PROPERTY HAVE BEEN SHOWN ON THE PLANS. 8. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE 80R|NC LOGS. FOR 1. MATERIALS THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. '� 3^5 ` ' ~ STANDARDS, MATERIALS SELECTION: CAST �RON DUCTILE |�0N AND ARM 7 ELEVATIONS ARE BASED ON NAYD 1yDO ' ' ' ' PVC PIPE, AND ALL FITTINGS, VALVES AND FIRE HYDRANTS SHALL i7 Is ROP 0 1 E RIP O. HYDRO-ACTION SYSTEMS HAVE BEEN APPROVED BYSCDHS FOR USE UP TO 550 GPD ' ' NSF APPROVAL. CONFORM TO THE LATEST STANDARDS OF THE AMERICAN WATER INSTALL THRUST —34 VVORKS ASS��|AllON /A��A� PVC P|PE AND P E AND PB SE�V|CE S. THE CONDOMINIUM ASSOCIATION IS RESPONSIBLE FOR OWNING THE A/1 UNITS AND BLOCKS ON ALL 33 BEND GREATER ELECTRIC SERVICES. LINES SHALL BEAR THE APPR0VAL OF THE NATIONAL SANITATION �� 1�. THE ELECTRIC SERVICE FOR THE �A UNITS SHALL NOT BE TAKEN FROM THE ELECTRIC FOUNDATION FOR POTABLE WATER, AND MEET ASTM STANDARDS. (T* PANEL SERVICING THE RESIDENTIAL UNITS. CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT-LINED IN ACCORDANCE WITH AVVVYA SPECIFICATIONS C-104-74 OR THE LATEST ` Ld REVISION. Cf) =�� . ��11t�' Notes * USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED �� PREVIOUSLY FOR CONVEYING POTABLE BE REUSED PROVIDED THEY Jun -: 30 .75 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK MEET THE ABOVE STANDARDS AND HAVE BEEN RESTORED ^ 00 PRACTICALLY T0 THBR ORIGINAL CONDITION.COUNTYDEPARTWENT OF HEALTH SERVICES AND WATER AUTHORITY AND �� cl SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. / M ° JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF 2. ALL DRAINAGE P|�F AS FOLLOWS UNLESS OTHERWISE NOTED: p|pE SHALL MEET THE STANDARDS OF THE A��A AND THE REVIEWING AUTHORITY. PIPE HAVING MECHANICAL JOINTS OR SUP-ON ROOF DRAINS HE^'/ERS SHALL BE 8^ CPP WITH A SLOPE OF 0.5% JOINTS WITH RUBBER GASKETS IS PREFERRED. - ° ROOF LEADERS TO BE G^ CPP N35'54'2O�VY � i �~�� `� -~�' '� � ,�� ~~� | ,' / �' ' c w DRyWELL C0NNEC' ;qG p\pE SHALL BE 15^ CPP WITH A SLOPE OF Oy� 2' INSTALLATION OF MAINS � STANDARDS: 0 DaS71NC WATER MAIN SPECIFICATIONS� SH ALL INCORPORATE THE PROVISIONS PRIVATE WELL3. ALS |TAFyySENOTED� BRIDLE AND OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. SANITARY HOUSE CONNECTIONS TO BE 4^ DR-18 WITH MINIMUM SLOPE OF 2%. ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED SANITARY PIPING TO BE MINIMUM 8^ DR-18 PVC OR CAST URON WITH A w \ MINIMUM SLOPE OF 1%. |N THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE �\'- , \ _-� _ / '� �_� ./ / | � | TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT` \ / . / ~�~ / ' � � -� ---� PRIVATE ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE.4` nm/cn nnm� u�*�� u� uyuu u�u� uxu |� u� lu �ML��U�� PIPING,ELL _- OR ArPnuvou EQUAL. nm/Ex M/*m TO BE |u WITH o HTUMAM | OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. uummu.numS. WATER SERVICE uummE:nmvu TO BE ltOVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH .~--- 100pR|yATE ^E �� / OF,,54,INCHES WITH EARTH OR OTHER INSULATION TO PREVENT �i SEPARATION SETBACK1�11 FREEZING. �� mo`c an^�� oc ^ m.m/�u� ur m r��/ u� u��pm* om ��/��m WATER_ LINES AND SEWER/DRAINAGE. ~,ES C,BL-OCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE ' TIE DISTANCE TO HIGHLAND ROAD FRUM O. -___ --~~ THERE - A' — -- MINIMUM'-'— SEPARATION - -- FEET FROM ~^'`' ' u"/uou WITH REACTION �u�cn�� RODS OR uu|m |S uEu|umEU ' ��NCYA�BS �� |S -- --A--N- P---- TO ALL— -R'A - AND -RY'----' rnEvov / MuvcMov /. APPROXIMATELY 38DFT /. /HERE uHxu- BE MINIMUM SEr*R*/mm OF |o FEET BETWEEN '^` G 80 { 80 160 SANITARY LINES AND WATER/DRAINAGE LINES. � 1 PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING:UU �� 8' ELECTRIC AND GAS SERVICES TO BE INSTALLED BY PSE&C AND \ U SCALE �� FEET NATIONAL GRID, AND WAY VARY DUE TO FIELD CONDITIONS. ELECT ° PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE LINES SERVICING THE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HORIZONTAL SEPARATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD CSOD. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN . A. ALL SAN|TARY/W4TER/DRA|NAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST ELECTRIC OUT TO Al UNIT /TYP\ PROPOSED SEWER SERVICE /TYp\ MINIMUM VERllCAL SEPARATION OF 18^ MINIMUM BETWEEN PIPING. (SEE REVISION,` / CROSSING ' TABLE'S,). CONTRACTOR SHALL ENSURE ALL CROSSING ° BACTERIOLOGICAL TESTING: BA CTER|OLOQ|CAL ANALYSES OF VA TE R SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT Al ", . . ,"L , ,EL/ SEPARATION ARE ET DURING CONSTRUCTION. P OPOSED VENT LINE AND LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF BLOWER ( )ELECTR|C OUT TO Al UNIT 10. WATER SERVICE UNES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS SEPARATION. REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR A , PORTION THEREOF ~ ' , . �/ 11. ALL UllUllE8 TO BE INSTALLED UNDERGROUND. PROPOSED VENT LINE AND00 00�~ '.. ' / � // ' ^� BLOWER UNE FOR Al UNIT Al CONTROL PANEL/BLOWER ' ' SITE Ld LU 5' ' Unit Harvest Pointe at SERVICEPROPOSED SEWER ' / �� Q ��`��W~�� UL � -RD-- � N U�� U) / � Cutcho^ ue' New Y ork Town of Southold > � � mu n�mo=" Date` � � '�- -Ru \--PROPOSED ROOF DRAIN ` ' ,� m DHS COMMENTS 8/23/17 mu n REQUIRED GFI zu roww/uCD*snEvomxo 7/28/17 AVL / PROPOSED BUILDING PROPOSED BUI�DING ' zu TOWN REVISIONS 6/14/17 r VL o scn�xcmoow� 4/22/17 AVL (D �+` /. / �� / ' ,/ _ m xcmsoDp*As�spu�mnTOWN *xVz AVL w . . ' '^ . / � ,i132 y TOWN REVISIONS 3/27/17 AVL . . , ` / ` � ' ~~- / Designed by Checked by �--�� ' � ' ' ' '' ' `' 'r ' ,~'� / ' PROPOSED ELECTRIC METER � /'' .-� /�'/ ''� ' \' �-� �� '� � ' Issued for Date - 408 ` ° '� / ' . ` ' ` ' ' /'/ ��Y« 1� 2015 / , � ' ` ' � ` /` ' �' � ` ` ~� \ ^� -, �� /TYP\ `� ' � �� , _��~ ` ` / � ` , � ' � | � � � '' -� - ' � 6,188 N/A 6,188 � - � � � � ' ' ' � 4/ -� ' \ �~' m/* Q) , '',� � ' ' ' ' � ~'- PROPOSED GAS SERVICE ~ ' / ' ' .' �'`' � � � |L- l'��| � ��!�' -�'~~ Smuildin *��~~��° � ��-� ��°�-�� -�� °�� 1 1117 `~ Key Map n _ " -RD PROPOSED ELECTRIC SERVICE (TYP) SCDHS Approval � ~aUe. � � � � � > Ey _JIPROPO3ED ELECTRIC SERVICE_� ' MIN.D --RD PROPOSED WATER SERVICE /TY�\ c` PROPOSED WATER SERVICE ` ' � A � Drawing Number � | � ' � mUt � tyService Notes Lm4*O V) TYPICAL TYPE � UNIT BUILDING PLAN TYPICAL TYPE B/rNNTT BOT�D7JG PLAN 01 �D1. VENT PIPES SHALL BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND ' TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE. UJLU Sheet of2. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM ANYvNND0� O� �� DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. � �� 11 711 — m J. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF INCHES. — -- f, 4. ALL GAS AND AND ELECTRIC SERVICE LINES SHALL MAINTAIN 5FEET HORIZONTAL AND ` m 10 INCHES VERTICAL SEPARATION FROM ALL SANITARY AND WATER LINES AND STRUCTURES. 5. VENT AND BLOWER LINES ARE SHOWN ON PLANS FOR GRAPHICAL PURPOSES ONLY. Project Number n LINES TO FOLLOW TRENCH AS ELECTRICAL CABLE. 'm 29305,00 SC D H S Reference eference # C10-06-0013 | \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Plonset\6_29305.00_UT-SCDHS.dwg O _ V i s d- i U U SAN LP D-3 7 VF \ 100 AND 150' PRIVATE WELL 1 27.00 1 N , �, _ �-� S P - o vF _ - R=31.50 B 71 10,0 SETBACKS (TYP) 127.00 IN = SAN .25P fO m - _., -3 = SAN LP B 8 10VF r'� _ o R 31.00 1o'm SYSTEM D 3 SYST D 4 I 27.10 IN " DEED H.A. B-10 j I=27.00 IN I=27.50 IN _ SAN L y' S38'30 50 E ( - H.A. D _. .. BTM.RINGS= 17.00 TM.RING R-32.00 ; _ R=32.0- R=33.00 I 26.96 (IN • �. . ,,:_ /� , S38'24'20"E (ACTUAL) '' U ; ,,. I 26.90 0 �,. �> I 27.25 IN ' _ SYSTEM D 4 127.n o t I 27.2 SYSTEM B-9 H.A. B-9 �`H.A. D-4 SYSTEM S SAN LP B-9 10VF R=33.50 ; R=33.00 ; ...,. = H.A. B-7 B 7 R=32.25 10'm _ �, I=27.80 IN ,; _ ng, Surveying & I 27.00 IN % R=33.80 R=31.25 I=26.50 IN I-26'92 0 I=27.72 I ' R-33.00 Engineering, I=29.40 I=27.89 (I-N SAN. MH _ r,firli; JJ!!/°'FrsFrrfir" ` I=27.45 IN Landscape Architecture, PC I=27.79 0 R=31.50 JlF,'AiJ 3 rw rJ r r rF, ,rsr . r I=27.37 r iJFF` J / rlrrrrJ I=28.00 !! !J i lJr. -r Fr J/df� °, FJf•J.jf l.•F s'P fJ,`.^. 'Jr` .. y` �� r <,. MP rrJliJf J fr. F!! rffrr f /r ifrrf J /; f ,; 100 Motor Parkway \ ,.F/r*iJ r"FrrfJ !Jr/JJJJFtJfr i rrfr JJJf; 30 - ( ) i""` - �frlfJ rf,`rr rJli/r` 31 's r.:`r,r .F'/J'fl Jf JJrlJ`FJJF/JJJJ' rJf`'Ja tJ fr �� ' JffJ JlrrfJ° `� SAN. MH H.A. B-8 / 31 ( ® i� Suite 135 SYSTEM B-10 R=33.00 ® SAN. MH ,.f ( 1 28.00 I=27.50 IN SAN. MH �� ' 32� SAN. 0 R=32.50 SAN LP 8-101oVF ® I=28.50 I R=32.50 fJ x` -� I=27.42 0 , R=32.00 31 I=28.50 Hauppauge, NY 11788 -, R=32.00 1o'm • ® 3 SAN. MH �� I=2a.5o _ I ' I=27.50 IN J _ 3 _ �F ® \ - - 2 R=33.00 � . S I=27.50 � - S_D � - -- -S - �- - _.S 104 � / MFf I - S�8�/ \S ` ` 30 2 103 LF 34 S� I I I1 631.787.3400 I I 32 yL \ S" -- 35 LF S' 3 LR tp SAN. MH I I / R=32.50 31 _ I - I ' I o T CO c0 /r I SAN. MH ]=23.00 - S f Q --{ _ SAN. INV NV R=33.50 �' 100 LF co" I SAN. INV•® .._... T V I SAN. INV vi I=28.63 IN I J c+ SAN. INV 0 SAN. INV ® SA . INV I=28.53 (OUT i i t w �� c SAN. INV 0 SAN. INV 0 SAN. INV ® BLDG. = 31.14 BLDG. = 31.90 BLDG. = 31.90 I BLDG. = 1.20 �. ', ! AO co I SAN. INV 0 BLDG. = 30.95 BLDG. = 30.60 BLDG. = 30.60 I BLDG. = 31.14 y O !, � g2 / 9 - - SAN. IN t BLDG. = 32.70 BLDG. = 30.95 I 23 22 21 `L G. P SAN. INV ® SAN. INV 0 ` SAN. INV 0 "� BLDG. = 32.70 I BLDG: = 32.40 27 26 25 . -'" I 24 w � co� 9�0 '/ w BLDG. = 31.60 E1 B1 BLDG. = 31.60 I BLDG. = 32.40 ``. I 30 29 I B1 e I B1 I B1 B Z h0 3� I 36 35 SAN. INV ® INv ® I 32 31 B B1 I BLDG. = 31.20 SAN. _ - 0 2 e BLDG. = 31.20 B1 B I z e\ I w I l EN 34 33 I ``� I _ ( EN_ I EN I EN 2 � I EN ! / F z E 7 EN I w EN c c 3 I rri c c J \ SYSTEM c _ ` '' SAN LP B-111 �� y � _ �" :_. .._- .., � . ®� 1 E� -• s 3 �' W I _ \ ` �OG Y 'y,� G 33 O"W O"W G 'W • •wv \ � � 2 ® Water/Drainage Crossing Table H_A. B-11 f. ® �y0 / ® �u� a" : T 3 s �! m wv G Z tr / kv NN g / r R-34.00 I=27.84 I o J ^�R' s! _� 3 W ✓ I=27.76 0 T /i 7 / �� 1 0 ! * T Bottom T Bottom - Crossing Drainage Water Separation \ I � F ,. �,• � ... . ... ......... " � , r ""_ ' "' ,. , 1 29.64 31 23.57 22.82 74 I \ f ® .� 34 w J i� `S `' `�� i �2' �� `j» � •J_ 1A 26.75 25.25 28.45 28.25 1.50 f•- I i 1"W n, R=32.00 � � 2 29.11 27.61 25.87 25.12 1.74 33 N� 3 V I=28.20 IN q tD �' 2A 29.75 29.35 27.85 27.10 1.50 . > ._� c,., �� 1 O � I-28.12 0 .. � �' 1 \ f RA3.00H + =G c K, ^p �, m z II sA34:5o H MIN. V/B p 2B 30.20 29.80 28.30 27.55 1.50 I=30.50 out �P') 0 3 29.35 27.85 26.11 25.36 1.74 N W c 29` r v 4 27.79 26.29 24.55 23.80 1.74 SY TE D-9 �, 1 T` 8 z 0 5 26.82 25.32 23.58 22.83 1.74 N3 1'II, SAN LP D-9 7 II W "W ] R 32.50 tom G rr` 6 25.41 23.91 22.17 21.42 1.74 m ., m m Z II SYS T D 8 I=28.00 IN W ✓ \ / zo 1"W z SAN LP D-8 7 VF BTM. ING = 21.00 G \ ; ro E �} p ' R=33.90 1 0 w 7 27.92 26 42 24.68 23.93 1.74 ,_ - - <m � _ I=23.75 IN ,.... SAN. MH U ...._ _ i 18 26.54 25.04 23.30 22.55 1.74 E \ \ c G£ BTM.RING = 2.75 ., R=32.25 N +�� f I °�' „_.._. . �' DRA L - =2a.so N i 19 26.93 25.43 23.69 22.94 1.74 ' ±89,900 CF ., ++ a 5 `° r 20 26.97 25.47 23.73 22.98 1.74 \ N , ++ " \ \ _ / `•'. I Z II m CAPACITY 1' R=30 D 8 j S Z: w O BOT. EL. 29.00 _ 21 27.12 25.62 23.88 23.13 1.74 \ 1"W H WL EL. 31.00 ® I=30.12 O IN 22 28.07 26.57 24.83 24.08 1.74 CP SAN. MH ,. - W ' F �� him ®M� SAN. MH ® 24 28.79 27.29 25.55 24.80 1.74 =32.90 `. R=33.00 °`� `�� 25 28.17 26.67 24.93 24.18 1.74 nO I=28.30 " -2a.2o o SAN. MH 3 I=23.00 is d, y 1 G N3 ; ,�,, � � `'. �� i o � � �� 1� 26 29.31 27.81 26.07 25.32 1.74 SY EM D- 32 `a c 2� 3 �° 27 28.27 26.77 25.03 24.28 1.74 _ 1 / / ✓ J 1 ®'`' a m o H.A. D-7 �� L / �\ 27A 28.23 26.98 25.48 25.39 1.50 / SAN. MH r �� 211 ® c yh �Y v R=34.50 R=32.90 in / I=28.90 ^y Qo 5' �� o FN m @^0 I=30'70 IN `�' r' / 27B 27.49 26.24 24.74 24.66 1.50 .,... �. , ^J O I=30.62 0 \ S 27C 28.03 26.78 25.28 25.17 1.50 / H.A. B-12 rn �� 3�, / F.6 \.,..... 20 R=33.20 �w �\\ 1 SAN. MH \ v - � e� , SYSTEM B-12 =27.52 o ZIii---28.30 SAN LP B-121ovF 0 s.. y \ -I -c / \ R=33.20 10'm / Z o G I=27.10 IN "�N Nm .. �� Y EN a \ \ �® f Gy / 100' AND 150' B TM-.RINGS= 17.10 / r ,, g� ® SAN LP D-7 _ ® �2 90 < Sgti . ... H.A. B-15 PRIVATE WELL r.'; f L '\� R=33.50 0'm R-33.00 �p �F �� e7 �� M\N• i W s 34 ® 00 _ I=27.70 IN O / SETBACKS (TYP) - ( ' )b r' ... J yy. I- - o I=27.62 \. h \S til 30.50 IN j o / '� • ��, LUBHOUSE � / " % G.T. CC SYSTEM B-15 U'A\ s 1A3 zo 10 W,. W z 6 G 5P�0 R=33.00 SAN LP B-1510VF 9d m �! 3 3 3,, h� ►� LP CC 13VF ( \) I=29.65 IN 30 \ r, : 3 �' I=29.15 0 T R=31.4 17i 2 O R=31.75 �i ? ; I=27.42 IN t,l z n d 3 .T �� ® J®5P ` RA34ao H I=28.80 IN BTM.RINGS= 17.42 SAN. INV 0 \ I=30.50 B M.RI GS= 15.80 G• - 30.45 z 1 BLD - w 3 1 `1 u'm r Z POG• ) SYSTEM C EN EN 3 S n� II.A. B-12A I E c {, R=33.00 f N� / R=32.00 I=27.45 IN / m � O F I , rJ I 52 F H.A. B-14 I=23.00 IN N3 O R=33.00 ## i :�, SAN. MH 31 I=27.37 0 f 0 M '� - r. 11 1"W m M I=28.60 IN T .1 y1.: + �.. 4I I rS• I=28.92 0 'I T M �, / v / Z EN E z Z Z 1 \\�v ®2�5 < I=28.52 0 Y r �1 L' L. T.Hr �` `.. R=32.95 SYSTEM B 12A , 1 I w 51 gpN 3 d t.T > r I=28.95 S 'W'S Approval ;; 2 o G I BOG. �`r ,� O SAN LP B-12A'. 1 t Q I 49 B �? I 47 _ - 0 SAN LP B-14 vF N ��`: -- � -�__ �'• ;..� R=33.10 10'0-10VF ✓ ` m N48 _I 50 \N o r .27.20 IN f 4 // B B 1 PN• v 32' l/ i R=32.00 10'm ® M <7 r T .3 T 1.: .# y, ' R=32.00 1 BTM.RINGS= '17.20 f �3� AN. I ® SAN. INV ® SLOG• - I �4 31 -' SAN. INV 0 SAN. I 0 r S37'13'30"E (DEED) 33 1 = 31.18 BLDG. = 31.18 = 31.02 BLDG. = 31.02 1 L 6, \F SAN. MH „ „ I I=28.30 0 l V I , � R=33.10 _ .>,. �' 1 �� %t S I=28.80 N ® :},tl !f'� '°U%' /%,. SA I=28.70 �. � ) R=: \ S3T04'30"E (ACTUAL) 221.47' ``% I I { co SAN. MH I l 1 SAN. MH / �7 / , I 32 I _I R=32.50 L __I , 1 R=33.00 ti. _ h / i� 31 33 I=28.50 I=29.50 g' �� SAN. MH -L - - - - - - 1•%I ^��. • �> >: ,: I SUFFOLK COUNTY DEPARTMENT / SYSTEM A-5 / ' "' R=32.50 ___ \ YSTEM - �_� 1 0 LF �<. `„ ® H.A. A-3 OF HEALTH SERVICES 15 LF 32 SYSTEM B-13 H.A. 1-13 =5 F YS EM - A ' >� ` , . R=26.65 IN s APPROVED \ a = R=32.85 - I 29.00 H.A. A-5.1 SAN LP A-520 VF � fir.. 32 SAN LP D-5 1ovF SAN LP B-13tovF \ " S 30.75 A-3AtovF / R=32.15 R=32.00 10'0 4,r H.A. D-5 R=32.00 10'm I=27.20 IN ��,,-� �.� � R-30.75 10'm TB A- I=26.42 0 T y� ' I=28.20 IN / I=27.95 IN > R=32.00 I=28.25 IN R=32.00 10'm 3� �'j�}.%P�'�w � S.P Q� 1 I=27.00 IN \v�-27.12 0 �P ,#' '-� �:''�� -' - �I=26.20 IN , SAN A-3 10 r MP REFERENCE NUMBER: C(o -- p�' -- \ I=28.60 IN >" ' R=30.75 \ � I=28.52 ® - ,a 3 I=26.20 - IN �' SAN. MH SEER I=28.12 o BTM.RINGS= 18.25 ( I 1 i 7 �2. 3 .yy SYSTEM C-3 " .�. ., ® R=30.90 DRAWING# OF FOR SPECIAL CONDITIONS ® o ri �' '` '" ` • SAN L A37 P C-310.; '-777777: � ' ' YSTEM A-4 32 30 I=26.90 \ \ 3 3\ - SAN LP A-420 ), / H.A. A-3A REVIEWER'S INITIALS; =29.90 H.A. A-4.2 r R=30.75 'p Z A-5.2 a' 32 R=35.00 i R=33.90 2o'm PROPOSED A I METER PANEL I-28.50 IN LOCATION TYP I=26.50 IN r ® ' W =30.64 IN �� )\ £ ( ) }_ I=26.42 0 T i 3 SAN. MH in R=34.00 H.A. C-3 SAN. MH =30.5a 0 \ = ( R=32.80 I=29.75 IN R=34.50 R=35.00 33 S \ \ ,.,'-.. • SAN. MH �' I=28.80 LO LF - I=29.67 (0 T SAN. MH I=30.14 IN i� j� =31.00 i I\ R=30.90 37 LF �, 4 F _ R=34.00 I=30.08 o T 37 LF 41 LF 30 E\ LE SAN. MH �- -S \ - K co S -S 2 LF I=30.00 SAN. MH 28 LF �� - - - - S" �� i=2630 T 40 LF �- R=33.50 ,n oo - I \0 H.A. A-4.1 V I=23.30 ` N I CO 35 I 4 �� R=34.50 ` R=33.20 ^�� 31 1 o SAN. INV �� I 35 I=30.50 3� I I=28.80 IN 34 (oT I 0 BLDG. /SAN. 1NV 0 CO SAN. INV ® I=28.72 (0 tj 0 z \ I 102 = 30.94 BLDG. = 30.94 - co BLDG. = 33.53 SAN. _ 5 - T SAN. IN 0 - A SAN. INv ® SAN. INV 0 96 BLDG 33 3 SAN INV ® I ® >^ SAN INV 0 BLDG 29.35 , - "" SAN. INV 101 BLDG. = 33.20 SAN. 1NV ® I SAN. INV`® BLDG. = 33.20 I ', S ® BLDG. = 32.39 I BLDG.;- 29.35 BLDG' 29.75 SAN. INV r ' A ( A BLDG. = 32.39 I I 91 A 100 BLDG. = 33.20 I BLDG. = 33.20 97 ) 1 92 90 BLDG. 29.75 - e I 99 I 9s I I _ I (!A 'I 93 I ® ® r A I e I 89 e e #� _ I I A I I I W I 1 c �o \�s Q) / I 33 "� 32 I 3 3 G I ; Harvest Pointe at I 31 Cutchogue � 3 W � 3 T 4 �`- - � - ® 3 �\ ® _ � $ � •t., ' S 34 � -- � ® � T _. L -3 ® 33 o S m W. ................ `.._� � _ .'. # •. Cutchogue New York fN 3 G �. ® 3\ Lu ... o o . . �� . Town of Southold C) z �_ " O"W �S z wv 10 W2 T 1 "W a > 3� 1 1O"W 1O W G 3 W No. Revision Date APPvd. INSTALL THRUST �' 3 I �.. • ; 8/23/17 AVL ` 34 "--35 34 m HYD 31 33 3 �- - " - f 34 �," 33 � BLOCKS ON ALL `,, � � 14 DHS COMMENTS ° BENDS GREATER 3 3 13 TOWN/SCDHS REVISIONS 7/28/17 AVL THAN 22' IN v >r34 1--34 1 12 TOWN REVISIONS 6/14/17 AVL WATER MAIN Ln (TYP) / ♦ G E % `` ! I -- - ° �'# 11 SCDH REVISIONS 4/22/17 AVL 104 � I � 105 I � ' ..._.. "'"" I 110 ( 111 `' � r ' 116 -" 4/6/17 AVL 10 REVISED PHASING PLAN PER TOWN 0 �. I 103 A` ` ' � A 106 ;' 107 109 e � 112 1 j'_ ,. 115 A SAN. INV ® I SAN. INV ® % r e \ I 9 TOWN REVISIONS 3/27/17 AVL m 32 I e I SAN. INV ® ` I, � SAN. INV,®; 'f I.. 1A ( I I r, 113 114 �o BLDG. = 31.98 I,..; BLDG. 33.85J I BLDG. = 32.88 - A A SAN. INV ® SAN. INV Designed by Checked la SAN. INV ® � SAN. INV 0 r I SAN. INV ® BLDG. - 30.75 '' SAN. INV ® BLDG. = 30 Y I> BLDG. = 33.85 SAN. INV ® SAN. INV 0 I. B = 32,88 \ I BLDG. = 75 SAN.,%INV ® I BLDG. = 30.30 t>; 3 \ J = 31.98 d ,- ♦ B - 2.85 l / JO C 0 BLDG. = 32.85 c o SAN. INV `.,' BLDG. 28.90 z' \ C �" 0 _ C BLDG. = 28.90 C Issued for Date z ® - � � 0 I r 2 ¢ 61 33 ® '� -S- - 35 �f_ c V 34 ° ♦ I I JUS 10, 2015 6 N O I - - 47 LF SAN. MH _ R=32.00 y SAN. MH _ 35 LF ---' 31 v, � ; 34 -, 34 v � R=34.00 3)_ R=35.00 .S r' i I=28.00 31 oo ® 30 LF SAN. MH A. C-5 - H.A. C-6 �- - SAN. MH O j7 / R=32.50 =31.00 - H.A. A-6.1 I=30.00 ,- -- w o o R=34.15 33 47 LF i R=34.00 I=2765 30 / 37 LF R=23.00 % 40 LFA m \ I=28.50 =30.65 IN r SAN. MH /� I=29.50 IN / \ • AN LP ,0 , I=27.57 (D T ® ti SCTM 1000-102-01-33 3 j 30.57 0 R=33.50 H.A. A-6.2 y Y I=29.42 0 ® �( '�/ \ \ • � 2 j ( I ® •,�� `'., � ® ® ,. I=30.00 R=33.75 / -30.50 10m ® �,�N' �' � ' 3p �� > SYSTEM -5 1 ! I=23.50 IN SYSTEM A-6 = ® ( 1 ® ® ,. 2 1 i 33 I=29.42 O T 27.00 IN 6 r'T SAN LP C-510 VF SAN LP A-6206-34 { 28 2g R=33.5010'm EXPANSION POOL '' R=33.50 I=30.00 IN (TYPICAL) I=29.00 3 31Q MP M.RINGS= 20.00 _ 32 33 - Mp MP SAN LP C-oto VF - SAN 1 10'm ` H.A. C- LP I=25.25 IN / SAN. MH U r'` 11 R=27.90 1 Nm 1. 3 t R=30.90 \ I=26.45 BTM.RINGS=17.90 PROPOSED BTM.RINGS= 15.25 I=23.37 ,I=26.90 WV METER BOX AND RPZ j R=32.19 4 H.A. C-7 �. -2330 / 100' PRIVATE WELL SETBACK ., I=28.15 IN =25.55 IN r r I=28,07 0 I=25.47 0 N Drawing Number r N36'54'20"W 0 NEwY , "V L =4* 3 0 , EXTEND EXISTING WATER MAIN ON w Q BRIDLE AND CONNECT TO SITELU m (COORDINATE WITH SCWA) 40 0 40 80 ZN - Sheet of 12 28 SCALE IN FEET A�oF�ss�oNP G �� Project Number In 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\1_ongIsIand\29305.00 Heritage Cutchogue\ccd\ld\Planset\6-29305.00-UT-SCDHS.dwg E 0 SYSTEM A-8 SAN LP A-8 iOVF H.A. A- R=31.00 10,0 R=31.50 -25.50 IN -IN I:JIMAINb�$= 10.Z)U D-6 901.44' (DEED > I=26.30 H.A. I=26.22 0 -8.2 R=32.75 Z '.A I=26.00 A904.80' (ACTUAL) R=R5A0 SAN. MHI=26.30 I=25.92 R=31.50 I=26.22 (00 1=27.00 SYSTEM E SYSTEM D-6 -7, SAN LP 0-6 7yoF SAN. MH 10 SAN LP B-610 v SAN. MH R=29.00 SYSTEM B-4 R=32.00 10'0R 1 IR 31.75 -4 H.A. B II=27.00 I I=25.75 LP B-4 low -IN 1 27.75 I=27.20 R=31.60 R=30.25 10,0 CP. 'J I MAINUZ)==1 MH I=26.30 IN (IN, -H.A. B-6 --VA3N1150 I=26.22 ku I=26.00 U, R=32.50 I=27.50 BTM.RINGS= 16.00 0. I=27.40 IN) 7,� 30 SAN. MH 29 J R=31.25 27.25 r Engineering, Surveying & 32 33 LF -S Landscape Architecture, PC -52 114 /'H.A. B-3 0 '0 t 3 SAN MH 04 LF 41� t i R=31.50 j100 Motor Parkway 7/- co co -26.74 (IN) I=25.82 (OT� ( r IC 31 1 26.B4 Suite 135 kc)a - t co SAN. 11111 SA @ SAN. IN SYSTEM B-3 SAN. INV 0 BLDG. 30-00 BLDG. 30.80 BLDG. 30.80 BLDG.� BLDG. SAN LP B-310 VF SAN. INV 19 1 31.10 10 C)� NV 15 14 .00 10,0 Hauppauge, NY 11788 90 BLDG. 1.20 BLDG.- W16 .50 co 631.787.3400 1@9 V SAN. IMV @ C, 112 81 -1 Vo SA/VCNV RINGS= 15. C 2*0 , I- @,-- t,l C .. T 0.40 3010 U. SLOG = 301 rn B1 18 D""'t it 1 0 130. '31 SAN. MH M C EN IN tN, G H.A. D2 R=33.00 N rn I=27.75 =2 (A 273.68' (DEEP) it 0 �A S37'04'40"El, 269.77' )ACT 00 (n .................... ........ 'jo Ln C) �7 01 7__ wil, Cb > 31 SYSTEM D-2A DRA E` YD to E! M SAN LP D-2A 7 (NATURAL DEPRESSION), 7, > R=31.70 10,0 ±86,525 CIF H.A. D-2 2 CAPACITY BOT. EL. 23.00 27- SYSTEM U-11%*�� 8 IM RINGS- 1Y b(0) C14 28.70 C-4 HW EL. 29.90 D 11 (ON CIV @ C�, q 1N � SAN. MH cl� > ------- % ,<41 H.A. D L0 -31.20 SAN LP D- 7VF DRA S I=27.00 (0I=27.08 IN R=32.50 10,0 SAN. MH ±111,600 CF CAPACITY J BOT. EL. 27.00 HWL EL. 30.00 D i.00 ...... -B.75 IN EXTEND EXISTING WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT TO SITE (COORDINATE WITH SCWA) 32 .0e 1!�, SAN. MH S37-04'40-E .00, R=33.00 r 95,00' 27 PROPOSE ME YS 13�0"XD RPZ ------- ----------- 00.- INSTAL il}RUST SGRIFFI-ATG 30 H.A. C-1 lb R=33.50 G +' <�ti \ BLOCKS ON ALL BENDS �6 _�- _... -7 -31 TM. IN W I�2 .60 IN __ 32 I z:28.5�2 0 �ZbN C71 H.A. D R=31.1. 3AN LID C-1 K_V 33 I=26. R=32.5) 0 W SAN. MH Cn R=, 1\2 2 10"W (.n cin_ Ln FOR WORK WITHIN THE RIGHTS OF WAY P's `4 0 \� ° ce t�2 \J• :� SEE OFF SITE IMPROVEMENT PLAN FOR SYSTEM C-2 / I t�� ®��0 O 3Q -28 DETAILS (SEE SHEET C-10). SAN LP C-210 VI29 R=34.50 11'0 30 9 S9 I=28.75 -3 @ 7 "kir I�N) 7 30 SPG -2 H.A. C 19 N-7 R=35.50 A" I=29.20 IN 6 65 30 I=29.12 5 wv 112 66 loo 6" I SAN. MH _...001 �n Ga0k, Z 68 R=33.00 N. //V SA SAN. MH I=29.00 N. 67 -18 R=.00 R=33.00 1.90 H.A. B 26.00 G. 31.90 q)2 SPIN R=31.00 MM 31-U0 1=2 90 H.A. A- 1 X71 LFA i' R=33.00 -2890 9. jf 1=24. OT AN. I N (OM B- 1D SYSTEM -1 1=28.82 R3�.00 MH 4 LP A-1 20VF 31 50 I=27.42 3 R=33.00 3200 10,0 SAN. MH , 1=27.90 1 " , I- _: . , SYSTEM B-16 0 STEM B-17 BTM N, 7 SYST 8 Y 1 29.00 SAN LP B- 31 SAN LP 3-1TI51ow R=31.50 SAN LP B-181ow C\ SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES H.A. A I=27.30 R=30.00 in -1.2 7.00 17.30 1-2462 0"; 400.00' n M.RZ5= R=32.50 N37*13'30"W RINGS= 17.bd bTM.RINGS 14.1b'YZ I=28.08 (I APPROWD z 34 H.A. B I=28.00 (OU REFERENCE NUMBER: Cto - D 6 - oD 13 R=31.30 17 MP 7"_ '2 �I=27.60 IN SYSTEM A 2 SAN LP A-2 20VF 1 27.52 (0 E DRAWING# OF FOR SPECIAL CONDITIONS R--34.00 10,0 REVIEWERS INITIALS: I=28.50 (IN SA Water/Drainage Crossing Table R=3'.90 1=26.9° H.A. A-2.2 SAN. MH Crossing Drainage Water Separation R=33.50 - H.A. A-2.1 R=32.20 I=28.90 1 28.50 Top Bottom Top Bottom I=28.82 (OM R=35.00 SAN. MH 3S I=30.45 IN R=35.00 SAN. MH I=30.37 0 I=31.00 8 29.49 27.99 26.25 25.50 1.74 SAN LP 10 VF 9 29.10 27.60 25.86 25.11 1.74 R=33.50 50 LF S STEM C-10 1=29.00 07 60 LF_ 0.j_F a qp R=32.00 0.01 /I S I=28.20 IN 10 29.59 28.09 26.35 25.60 1.74 34 3TM.RINGS= 18.20 11 29.09 27.59 25.85 25.10 1.74 C BLDG. 33.80 33 12 28.06 26.56 24.82 24.07 1.74 SAN. INV @ BLDG. 33.80 0 13 27.17 25.67 23.93 23.18 1.74 86 It r SAN. INV 0 BLCG. = 32.30 H.A. C-10 A 815 R=33.00 14 27.07 25.57 23.83 23.08 1.74 1 .75 BLDG. 13z.ju e A 15 26.87 25.37 23.63 22.88 1.74 88 16 26.25 24.75 23.01 22.26 1.74 17 26.05 24.55 22.81 22.06 1.74 E 7 28 25.95 24.45 22.71 21.96 1.74 28A 25.75 24.25 22.51 21.76 1 1.74 -55 29 18.22 16.72 14.98 14.23 1 174 34 loor 3 Harvest Pointe at I SAN. MH Q) Cutchogue 7 R=33.00 1 29.00 Cutchogue, New York -C U 32 34 Town of Southold Appvd. No. Revision YD Date cr) 14 DHS COMMENTS 8/23/17 AVL SAN. M r) H 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 116 118 R--33.00 o A I=29.00 A I 117 (Z 1_/1 DRA D 12 TOWN REVISIONS 6/14/17 AVL eA C� A 11 134,000 CIF 119 SAN. INV SAN. INV @ CAPACITY P 11 SCDH REVISIONS 4/22/17 AVL SAN. INV @ BLDG. 00 A, V) BLDG 30 z BOT. EL. 29.00 L0 r` IHWL EL. 31.00 BLDG. 33.00 SAN. INV -9 V) YTS 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL H.A. C r R--32.90 0 100 SAN. INV.® BLDG. .60 1-t. SCD Approvo I . I 1--11 __7 CD SYSTEM 34 B 33.60 1=28.60 (0 11� I=28.52 9 TOWN REVISIONS 3/27/17 AVL M c-8 SAN LP 1c, VF '0 SYSTE C-9 -,R=31.00 10,0 Designed by Checked by IN SAN. V) I=26.25 35 50M H SAN LP C-910 E) nV.RMGS= 2'5' SAN. H -40 L S� 42 LF R--34.50 R=33.90 10,0 40 Lr- R=310 H.A. A-7.2 4 I=30.00 I=27.95 IN H.A. A-7.1 Issued for Date < 1=29.0 R=33.20 R=35.00 X 17.95 I=28.40 N 28.50 0 IM July 10, 2015 1 28.42 _0 L 11 28.32 O�A XPANSION PO j (00 V) CAL) '13 33 SUM 1000-102-01-33.3 7D MP H.A. _ E MIP .7- R=36.90 o SYSTEM A-7 I=26.37 SAN LP A-720 VF 1 26.45 o R=33.90 10*0 27.95 IN < 150' PRIVA:T� WELL SETBACK b I M.KINUZ)= 100' PRIVATE WELL-SETBACK SETBACK P1 2009.51' (DEED) Ln Drawing Number of NEIV 0 P4 -----------0 CO 0 PRIVATE WELL I_Z1 T 4*4 I . =. LIJ Sheet of 40 0 40 80 0861A?j 14j MEMBEI % 13 28 ESS10A SYSTEM E 3-s 7, Q SCALE IN FEET r--------j 150' PRIVATE WELL SETBACK 01 Pr ect Number > 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg O House Connection Chart House Connection Chart House Connection Chart anitary Calculation Summary "• Ss House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main � Population Density Equivalent Estimate HC 1 33.45 35.45 33.39 24.00 16.96% 29.32 HC 21 31.90 33.90 31.84 22.00 12.91% 29.00 HC 62 31.25 33.25 31.19 26.00 7.27% 29.30 PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 HC 22 31.90 33.90 31.84 18.50 15.35% 29.00 HC 63 31.90 33.90 31.84 23.00 1 10.35% 29.46 o HC 23 31.14 33.14 31.08 21.00 13.71% 28.20 0 ALLOWABLE DENSITY = 600 GPD / 40,000 SF HC 3 32.57 34.57 32.51 29.00 11.00% 29.32 HC 64 31.90 33.90 31.84 21.00 16.19/0 28.44 SITE AREA/ GROSS LAND AREA: 2,003,582 SF ° HC 24 31.14 33.14 31.08 23.50 12.89% 28.05 0 HC 4 32.57 34.57 32.51 20.00 15.20% 29.47 HC 65 31.90 33.90 31.84 22.50 14.67/0 28.54 HC 25 30.60 32.60 30.54 24.00. 11.33% 27.82 'p POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD HC 5 31.40 33.40 31.34 31.50 6.41% 29.32 HC 66 31.90 33.90 31.84 27.50 12.51% 28.40 (ALLOWABLE) HC 26 30.60 32.60 30.54 21.50 11.95% 27.97 HC 6 31.40 33.40 31.34 28.00 6.68% 29.47 HC 89 29.75 31.75 29.69 23.00 11.57% 27.03 HC 27 30.95 32.95 30.89 18.00 12.61% 28.62 ;. Overall Design Sewage Density/Flow HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 90 29.75 31.75 29.69 18.00 15.94% 26.82 HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT HC 8 30.40 32.40 30.34 30.00 12.40% 26.62 HC 29 32.70 34.70 32.64 30.60 14.93% 28.07 HC 91 29.35 31.35 29.29 17.00 12.76% 27.12 PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 HC 30 32.70 34.70 32.64 34.00 13.06% 28.20 HC 92 29.35 31.35 29.29 22.00 8.91% 27.33 DESIGN DENSITY: 52 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 11,700 GPD HC 10 30.40 32.40 30.34 26.50 10.83% 27.47 HC 31 32.40 34.40 32.34 34.00 9.85% 28.99 HC 93 32.39 34.39 32.33 21.00 12.33% 29.74 72 (1,600 SF CONDO UNITS @ 150 GPD UNIT = 10,800 GPD HC 11 31.10 33.10 31.04 36.00 7.56% 28.32 HC 32 32.40 34.40 32.34 21.00 22.86% 27.54 0 ^ / HC 94 32.39 34.39 32.33 26.00 10.77/0 29.53 _ Station Engineering, Surveying & TOTAL PROPOSED DENSITY: 22,500 GPD HC 12 31.10 33.10 31.04 38.00 6.76% 28.47 HC 33 31.20 33.20 31.14 29.00 9.72% 28.32 HC 95 33.53 35.53 33.47 12.50 17.68% 31.26 40 _ _ Landscape Architecture, PC HC 13 30.80 32.80 30.74 29.00 14.55% 26.52 HC 34 31.20 33.20 31.14 30.50 8.75% 28.47 r --�_ -----N - _ - _.er ..._._.___.__ _ N 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o_k. ° HC 96 33.53 35.53 33.47 10.00 20.10% 31.46 woo z ^ i �� j Jo " I Z ^ T I z o O o0 HC 14 30.80 32.80 30.74 26.00 15.27% 26.77 0 0 0 0 € o o z o -�0 I 1 z `r rn y HC 35 31.60 33.60 31.54 30.50 7.05/0 29.39 J o z o Motor Parkway COMMUNITY CENTER DENSITY: 0 HC 97 33.20 35.20 33.14 14.00 17.57/0 30.68 rri - ; z ^_ a z U ( Q r�N HC 15 30.00 32.00 29.94 29.00 8.52% 27.47 HC 36 31.60 33.60 31.54 28.70 7.94/0 29.26 z M N ...� . ............_.._;.. ...o� t.................._._.._I.o ? o ..............`_...,....._._. o M N ! I o 0 o N i ........._ v I ... I - 365 GPD HC 98 33.20 35.20 33.14 20.00 11.40% 30.86 Q II II wr` ---- €___..._......_................_._. Iq ,� �, �. Z.,..�................. .. II a Suite135 SHOWERS: 73 OCCUPANTS X 5 GPD - z u, z z II 1 O o HC 37 32.40 34.40 32.34 25.00 15.88% 28.37 z z o o N II v ao ao I z N z �+ z BAR ROOM: 73 OCCUPANTS X 2.5 GPD = 185 GPD HC 16 30.00 32.00 29.94 26.50 9.51/0 27.42 z� s o I F o r� 0 II ; a N N zo m € o o ¢ > HC 38 32.40 34.40 32.34 22.00 11.27% 29.86 HC 99 33.20 35.20 33.14 26.00 10.27% 30.47 z z N U N ,,i o6 oo Q� >� : I U N " .� N z Hauppauge, NY 11788 TOTAL 550 GPD HC 17 30.10 32.10 30.04 44.50 7.69% 26.62 Q - v w 1 Q N N J of z m € i II II II w II co : II HC 39 32.30 34.30 32.24 26.00 14.00% 28.60 HC 100 33.20 35.20 33.14 21.00 13.52% 30.30 �' o 'I ;.0 HC 18 30.10 32.10 30.04 41.70 8.56% 26.47 > > > 1 II f 1 ( z z z o z 631.787.3400 HC 40 32.30 34.30 32.24 22.50 16.93% 28.43 HC 101 30.94 32.94 30.88 14.00 12.71% 29.10 o z = z �_ > > _ • 11 11 HC 19 31.20 33.20 31.14 19.00 24.68% 27.97 = _ z z G j PO Ep GRADE I HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 0 Salutary System A HC 102 30.94 32.94 30.88 10.00 15.90% 29.29 1 _............�_.�._...; .. _ P ' HC 20 31.20 33.20 31.14 22.00 20.41% 28.17 _......._. . ,._._..._...... ...,.z.._.__._._.._.. ., .__ HC 42 31.90 33.90 31.84 23.00 10.74% 29.37 o I I 4 _ ..... .. i.... HC 65 31.90 33.90 31.84 27.50 12.00% 28.54 ° HC 103 31.98 33.98 31.92 15.50 20.84/0 28.69 - (4)- 2,000 SF UNITS HC 43 31.98 33.98 31.92 26.50 14.34/0 28.12 0 ( i EXISTING GRADE = - - - - - -- - DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 900 GPD HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 HC 44 31.98 33.98 31.92 26.00 9.69% 29.40 HC 104 31.98 33.98 31.92 20.50 14.83/0 28.88 __ _ HC 67 31.05 33.05 30.99 24.00 5.92% 29.57 ° HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 -- - T HC 45 32.50 34.50 32.44 26.00 15.27/0 28.47 I ` HC 68 31.05 33.05 30.99 24.00 6.54% 29.42 HC 46 32.50 34.50 32.44 23.50 25.83% 26.37 HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 i Hydro Action Units _ , HC 69 30.09 32.09 30.03 33.00 4.88% 28.42 HC 47 31.18 33.18 31.12 28.60 6.29% 29.32 HC 107 32.85 34.85 32.79 19.00 12.37% 30.44 3 --- "" HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. I i OF USE TWO (2) HYDRO ACTION UNITS. HC 70 30.09 32.09 30.03 33.50 10.63% 26.47 HC 48 31.18 33.18 31.12 25.50 6.67% 29.42 HC 108 32.85 34.85 32.79 14.00 18.36% 30.22 cn Jj��40LF @ 2 g% 6'` SEWER MAIN LINE o HC 49 31.02 33.02 30.96 23.00 8.74% 28.95 HC 109 32.88 34.88 32.82 16.00 16.25% 30.22 0 6" SEWER MAIN FLINE @ 2% 6_....DR-18 PVC @ 1.1% 6 DR-18 PVC ® 1.8% T(pICAL) Santa LeachingPool Design HC 71 30.09 32.09 30.03 21.00 13.62/0 27.17 _..- _._._____ _.. .__ _... .- _.__. ..___.. MIN. _,.._.-._._._..."_.;-............ g o HC 50 31.02 33.02 30.96 21.00 10.19% 28.82 0 (1% MIN. TYPICAL) (1% MIN.) 1 (1% MIN.) �. HC 72 30.09 32.09 30.03 30.00 9.10% 27.30 HC 110 32.88 34.88 32.82 21.00 11.38/0 30.43 E REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 0 0) PROVIDED: (1) 10 FT DIAMETER x 20' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF HC 73 29.80 31.80 29.74 29.00 8.24% 27.35 HC 111 30.75 32.75 30.69 17.00 14.41/0 28.24 HC 52 32.05 34.05 31.99 24.00 9.25% 29.77 W HC 74 29.80 31_80 29.74 32.00 7.97% 27.19 HC 112 30.75 32.75 30.69 12.00 18.67% 28.45 HC 53 33.05 35.05 32.99 19.00 11.53% 30.80 1 I • HC 75 30.33 32.33 30.27 26.00 9.77% 27.73 HC 113 28.90 30.90 28.84 15.00 17.67% 26.19 ' Salutary system t tB 11 HC 54 34.05 36.05 33.99 22.00 13.82% 30.95 i HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 ° HC 114 28.90 30.90 28.84 10.00 24.40% 26.40 _...-. ._.. -.___._. .,_, ,.,.___.. ._._. __.._.1____.._._.. . _l. ....,.,.,,.._.._._._ ... .....-__ ._. ; HC 55 33.61 35.61 33.55 19.00 12.05/0 31.26 I i 1 I HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 0 0 HC 56 33.61 35.61 33.55 30.00 7.03/0 31.44 HC 115 30.30 32.30 30.24 22.00 14.32/0 27.09 ! 3 1 j (3)- 1,600 SF UNITS HC 78 32.05 34.05 31.99 19.00 14.68% 29.20 0 0 DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 450 GPD HC 57 33.96 35.96 33.90 29.00 10.69/° 30.80 HC 116 30.30 32.30 30.24 26.80 10.97/0 27.30 -- - { .. __............. HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 58 33.96 35.96 33.90 24.60 11.95% 30.96 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90% 28.52 HC 80 34.40 36.40 34.34 16.00 38.38% 28.20 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 1 € ! 20 I I f 1 Hydro Action Units HC 81 32.10 34.10 32.04 23.50 9.02% 29.92 HC 60 31.00 33.00 30.94 25.50 8.12% 28.87 _ - W-- HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. I BOTTOMI ELEV. _, 7.95 I USE ONE (1) HYDRO ACTION UNITS. HC 82 32.10 34.10 32.04 19.00 12.21% 29.72 HC 61 31.25 33.25 31.19 19.00 9.11% 29.46 HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 Sanitary Leaching Pool Design HC 84 31.90 33.90 31.84 25.00 11.52% 28.96 I REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF ° 31.49 ? 1 ? I HC 85 33.80 35.80 33.74 23.00 9.78/0 PROVIDED: 1 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF FT x 10 VF = 314 SF o -- ----- - - ?... ! O / HC 86 33.80 35.80 33.74 18.00 13.67/0 31.28 HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 15 Salutary System licit HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 (2)- 2,000 SF UNITS HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 0+00 1+00 2+00 DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 450 GPD HC 119 33.60 35.60 33.54 13.00 32.77% 29.28 Station HC 120 33.60 35.60 33.54 15.00 20.47% 30.47 Typical A Unit System (Ex. Units 117 - 120) Hydro Action Units HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 SCALE Horizontal:)"=20' Vertical:l"=5' HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS USE ONE (1) HYDRO ACTION UNITS. HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 Sanitary Leaching Pool Design HC 124 32.25 34.25 32.19 24.00 11.54% 29.42 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Sanitary System- "D (2)- 1,600 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 300 GPD StatlOn� Hydro Action Units r, N HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 4O o 0 0 USE ONE (1) HYDRO ACTION UNITS. woo w v I- z Santa LeachingPool Design Z z ; ~ o vo J 0 0 Z ^ LiE N i Z = J REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF II II w II N F oo � CO _ _wC14 0O n N._.,O 6' Z .w,. Z O O u7 Z U N CD 0') j O O N LO PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF N cn II UQMN � ZM II Q �? o z » = II II M » J� ?M ✓t Water Service/ Roof Drainage Crossing Table Water Service/ Roof Drainage Crossing Table I = Z Z Com- lumllty Center Sanitary System- Unit Drainage Water Separation Unit Drainage Water Separation - N" " " "" S�FOLK COUNTY DEPARTMENT OF HEALTH SERVICES DESIGN DENSITY: 300 GPD Top Bottom Top Bottom Top Bottom Top Bottom PROPOSED GRAD APPROVED NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW 1 32.45 31.90 30.40 30.29 1.50 52 30.02 29.47 27.97 27.86 1.50 REFERENCE NUMBER: C(o- o 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 W 0 Hydro Action Units 3 31.57 31.02 29.52 29.41 1.50 54 31.25 30.70 29.20 29.09 1.50 SEE DRAWING# J OF 7 FOR SPECIAL CONDITIONS CU HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 4 31.57 31.02 29.52 29.41 1.50 55 32.20 31.65 30.15 30.04 1.50 ai 3 F RE�FIEWER'S INITIALS: �. . USE ONE (1) HYDRO ACTION UNITS. 5 30.40 29.85 28.35 28.24 1.50 56 32.20 31.65 30.15 30.04 1.50 IF Leaching Pool Design 6 30.40 29.85 28.35 28.24 1.50 57 32.80 32.25 30.75 30.64 1.50 W 6" SEWER MAIN LINE ® 1q, �. -Sanitary g g (1% MIN. TYPICAL) REQUIRED: 550 GPD / 1.5 GPD/SF = 367 SF 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 �P PROVIDED: (1) 10 FT DIAMETER x 12' EFFECTIVE DEPTH = 31.4 SF/FT x 12 VF = 376.8 SF 8 29.40 28.85 27.35 27.24 1.50 59 30.00 29.45 27.95 27.84 1.50 9 29.40 28.85 27.35 27.24 1.50 60 30.00 29.45 27.95 27.84 1.50 Water Service/ Roof Drainage Crossing Table Grease Trap Design 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 Unit Drainage Water Separation X10 LF- PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. 11 29.50 28.95 27.45 27.34 1.50 USE MINIMUM 1,500 GALLON GREASE TRAP (84 W/5' EFFECTIVE DEPTH) 62 30.25 29.70 28.20 28.09 1.50 Top Bottom Top Bottom 6 DR-18 PVC ® 1.2% (1% MIN.) ff OTTOM ELEV. = 18.50 12 29.50 28.95 27.45 27.34 1.50 63 30.90 30.35 28.85 28.74 1.50 109 31.88 31.33 29.83 29.72 1.50 I 13 29.80 29.25 27.75 27.64 1.50 64 30.90 30.35 28.85 28.74 1.50 110 31.88 31.33 29.83 29.72 1.50 •• -.--• •.-• "••• >"---"-""- " "".. .._-._.. -.. ., NOTE: CLUBHOUSE BUILDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED 14 29.80 29.25 27.75 27.64 1.50 65 30.35 29.80 28.30 28.19 1.50 111 29.75 29.20 27.70 27.59 1.50 FOR DESIGN PURPOSES TO SIZE THE PROPOSED SANITARY SYSTEM AND DOES NOT AFFECT THE 15 29.00 28.45 26.95 26.84 1.50 PROPOSED DENSITY. 66 30.35 29.80 28.30 28.19 1.50 112 29.75 29.20 27.70 27.59 1.50 20 16 29.00 28.45 26.95 26.84 1.50 67 29.29 28.74 27.24 27.13 1.50 113 27.90 27.35 25.85 25.74 1.50 17 29.10 28.55 27.05 26.94 1.50 68 29.29 28.74 27.24 27.13 1.50 114 27.90 27.35 25.85 25.74 1.50 18 29.10 28.55 27.05 26.94 1.50 69 28.30 27.75 26.25 26.14 1.50 115 29.30 28.75 27.25 27.14 1.50 0+00 0+52 19 29.20 28.65 27.15 27.04 1.50 70 28.30 27.75 26.25 26.14 1.50 116 29.30 28.75 27.25 27.14 1.50 Station 20 29.20 28.65 27.15 27.04 1.50 71 28.10 27.55 26.05 25.94 1.50 117 32.00 31.45 29.95 29.84 1.50 Typical B Unit System (Ex. Units 3-4) 21 30.00 29.45 27.95 27.84 1.50 72 28.10 27.55 26.05 25.94 1.50 118 32.00 31.45 29.95 29.84 1.50 SCALE Horizontal:11"=20' Vertical:l"=5' 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 119 32.60 32.05 30.55 30.44 1.50 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 23 30.14 29.59 28.09 27.98 1.50 74 28.20 27.65 26.15 26.04 1.50 120 30.90 30.35 28.85 28.74 1.50 Harvest Pointe a t 24 30.14 29.59 28.09 27.98 1.50 75 28.80 28.25 26.75 26.64 1.50 121 30.90 30.35 28.85 28.74 1.50 C(,�tC o u e 25 29.60 29.05 27.55 27.44 1.50 76 28.80 28.25 26.75 26.64 1.50 �y 26 29.60 29.05 27.55 27.44 1.50 122 30.90 30.35 28.85 28.74 1.50 y 77 31.05 30.50 29.00 28.89 1.50 124 31.25 30.70 29.20 29.09 1.50 27 29.95 29.40 27.90 27.79 1.50 78 31.05 30.50 29.00 28.89 1.50 28 29.95 29.40 27.90 27.79 1.50 NOTE Cutchogue, New York 79 33.40 32.85 31.35 31.24 1.50 1. UNITS 95,97,102-105,&123 DO NOT HAVE WATER SERVICE AND ROOF DRAINAGE SERVICE CROSSINGS 29 31.70 31.15 29.65 29.54 1.50 80 33.40 32.85 31.35 31.24 1.50 2• ALL WATER SERVICE AND ROOF DRAINAGE CROSSING ARE DESIGNATED BY UNIT NUMBER NOT Town of Southold ° 30 31.70 31.15 29.65 29.54 1.50 CROSSING NUMBERS. 6 81 31.10 30.55 29.05 28.94 1.50 No. Revision Date Appvd. Q 31 31.40 30.85 29.35 29.24 1.50 82 31.10 30.55 29.05 28.94 1.50 14 DHS COMMENTS 8/23/17 AVL 32 31.40 30.85 29.35 29.24 1.50 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 0 83 30.90 30.35 28.85 28.74 1.50 0 33 30.20 29.65 28.15 28.04 1.50 12 TOWN REVISIONS 6/14/17 AVL � 84 30.90 30.35 28.85 28.74 1.50 34 30.20 29.65 28.15 28.04 1.50 85 32.80 32.25 30.75 30.64 1.50 11 SCDH REVISIONS 4/22/17 AVL � 35 30.60 30.05 28.55 28.44 1.50 86 32.80 32.25 30.75 30.64 1.50 36 30.60 30.05 28.55 28.44 1.50 87 31.30 30.75 29.25 29.14 1.50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 37 31.20 30.65 29.15 29.04 1.50 88 31.30 30.75 29.25 29.14 1.50 9 TOWN REVISIONS 3/27/17 AVL 38 31.20 30.65 29.15 29.04 1.50 89 28.75 28.20 26.70 26.59 1.50 S C D H S Approval Resigned by Checked by CN 39 31.30 30.75 29.25 29.14 1.50 90 28.10 27.55 26.05 25.94 1.50 40 31.30 30.75 29.25 29.14 1.50 Issued for Date N 91 28.35 27.80 26.30 26.19 1.50 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 July 10, 2015 42 30.90 30.35 28.85 28.74 1.50 93 31.39 30.84 29.34 29.23 1.50 43 30.98 30.43 28.93 28.82 1.50 SCTM. 1000-102-01-33.3 94 31.39 30.84 29.34 29.23 1.50 a 44 30.98 30.43 28.93 28.82 1.50 96 32.53 31.98 30.48 30.37 1.50 73 45 31.05 30.50 29.00 28.89 1.50 F i 98 32.20 31.65 30.15 30.04 1.50 t 46 31.05 30.50 29.00 28.89 1.50 99 32.20 31.65 30.15 30.04 1.50 0 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50 ` n 48 30.02 29.47 27.97 27.86 1.50 101 29.94 29.39 27.89 27.78 1.50 71 49 30.02 29.47 27.97 27.86 1.50 106 32.85 32.30 30.80 30.69 1.50 I_ _ Q 50 30.02 29.47 27.97 27.86 1.50 107 31.85 31.30 29.80 29.69 1.50 _ .. 51 30A2 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 • 4 00 N Drawing Number r7 r 0 OF Nl w _ N CO' co Ar Cr Q i w tri ` w Sheet of a 14 28 08611$ v PL FES SI�NP Project Number 29305.00 li SCDHS Reference # C10-06-0013 i P:\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00_DT.dwg O U Jd s Table Of Dimensions BENDS B C D E F BENDS B C D E F ?� 6" 11 1/4' 8"' 15'" 12" 24- 12- 6" 45' 8" 30" 12" 24" 14" „ f 6" 22 1/2' " 19" - •• 13" 6" 90' 30" - " 27" � 8 11 1/4* •. 20 " 12.• 8•• 45. ,• 30" .. " 24" 8" 22 1/2* " 22" •• •• 17" 8" 90' 38" •• 36" PAVED AREA 12" 11 1/4' •• 30" " •• 15" 12" 45' 40" " 40" SEE APPLICABLE 12" 22 1/2'- " 35" " 25" 12" 90' 60" " " 52" Engineering, Surveying & PAVEMENT SECTION LANDSCAPED AREA v Bends \'/\� E Landscape Architecture, PC COMMON FILL/ �,��, 100 Motor Parkway FINISHED GRADE COMPACTED GRANULAR FILL ORDINARY BORROW 1 ° °\\ 1 , °/\\ IFB °° /iC D ° \\, Suite 135 SAWCUT �/ ° \, Hauppauge, NY 11788 �- VALVE BOX COVER -11f=III=III: 1=III.=III=1 UTILITY PIPE W �'%/% 0 0 0 �� \/\�\ /�/\ 631.787.3400 PER PLAN OR AS > / o o°o °` / ��//\\% DEPTH AND SURFACE UNDISTURBED DETERMINED BY ENGINEER 1-1/4" X STEEL Q \'�\%\%\ \\j� TREATMENT VARIES SOIL ° ° ° ,� % Plan Section 1-1 STRAP SHAPED TO \ °b ° o /%/ Table Of Dimensions \ \ o \ VALVE POLYETHYLENE ��//\ ° o \ TEES G H I J TEES G H I J WATER PIPE / ° //\� � -ADJUSTABLE CURB BOX FILM z ��/jj ° 8 0 ° �j\� WARNING TAPE 6"x 6"x 6"" 12" 24" 24" 18" 12"x 12"x 6" 12" 24" 24" 18" too BINGHAM & TAYLOR FIG. No. 'Co 4901 BUFFALO TYPE, //\\ ° ° o o O 0 °° /% 8"x 8"x 6'" " " 12"x 12"x 8" •• 24" °. � \ ui N z COMPLETE OR APPROVED ° \ 0 0 0 1" WATER SERVICE EQUAL ° ° ° ° •° ° .° °° LU (i //\\ ° °°°o o°O°° /\\ > Q o N �/% o ° o O ° /% > 8"x 8"x 8" 24" 12"x 12"x 12" 36" 36"' PIPE (PVC) ° ° Z \/ o ° o CURB STOP MUELLER H-15204 ° ° ° ° ° o a o //\� O° ° o°°°O o° /ij\�i W Tees OR APPROVED EQUAL ° ° ° ' ;,, 0 m ii ¢ \\/\\ °O o° ° '%. DIA. _ / DIA. BAR TOP 3 p / _ ,\ °' ° ° ° ° a /j\\ o_°O° °° y\\j HAND TAMPED HAUNCHING 2 ° THREADED " \ ` �- ° 1 //\\ ° o°° o° °//j i-04 COMPACTED BEDDING C' \�` H • °. • �� J \\ °° 'd \� 45' ELBOWS �/ -I CONCRETE ANCHOR z BLOCK 3" (MIN.) COMPACTED UNDISTURBED • Note: SUBGRADE SOIL CORPORATION STOP MUELLER Plan Section 2-2 H-15000 OR APPROVED EQUAL WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN WITH APAC FULL BODY FIELD BY ENGINEER. SUPPORT INSERT SERVICE NOTES SADDLE/107 Notes: 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE WATER MAIN PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR SPECIAL SECTION REQUIREMENTS. TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. Note: 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 1. ALL WATER LINES SHALL BE INSTALLED 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND AT THE LINES AND GRADES SHOWN ON FITTING. THE PLANS. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. Water Service Detail Valve Anchor Detail 11/15 Water Main Drop Crossing Detail Utility Trench 1/16 Concrete Thrust Block 10/10 N.T.S. N.T.S. VHB N.T.S. N.T.S. Source: VHB LD-300 N.T.S. Source: VHB LD 260 7'-0" 4'-5" 30" x 36" OPENING IN BILCO DOOR SHOWN MUNICIPAL STANDARD HYDRANT TOP SECTION (LOOKING CONCRETE COLLAR IN OPEN POSITION HINGE STEPS DOWN & SHOWING STEPS) TO BE POURED WITH (Q3-AL OR EQUIV.) CONCRETE COLLAR PUMPER CONNECTION TO BE CENTERED IN 48" x TOP SLAB TO BE POURED TO FACE ROAD. 53" TOP CONCRETE SECTION WITH TOP SLAB FINISH O DOOR IN OPEN POSITION GRADE 10 (HINGED THIS SIDE) FINISHED GRADE . . �- •I p CURBINFACE OG 3' TYPICAL (SEE NOTE 2) DETAIL OF VALVE Z 2• CLEAR a'TANI7A22L7 C0t7CnzVrE C�unn 0 'rA3: r„,,c OR TO MUNICIPAL STANDARD BOX OPENING v � �� #3'S @ 2'-0" O.C. - VERT. STEP cU to GATE VALVE WITH oU o I + >� #4'S 12" O.C. - HORIZ. ADJUSTABLE RISER, C5 BOX AND COVER ASPHALT ASPHALT cV v F z ~ - PAVEMENT o I � of �z WEARING SURFACE B I �„ WEARING 1 ,� INLET SIDE v io�a -f a � OUTLET SIDE + � SURFACE SURFACE 100 1" CLEAR (MIN.) FINISH CPADE -I" C€RADE 1l.�1."` 2. _ I to tO PIPING NOTES 3,4,7 & 10 V-2" SEE VAULT & BY-PASS M I LIFTING HANDLES #5 BARS - 13" `° ' • COMPACTED 6 0.C. 1s' FOOTING ;':""•`'. ,r BACKFILL ,� FOOTING (BOTH WAYS) 18" SQUARE �lp:�'• �+ •%� `� z 7/8" ALUM. STEP-ALCOR 160276 \_6" COARSE GRAVEL FILL WINDOW OPENING "�• / v THRUST BLOCK - MIN. / # i\ BEARING 9 S.F., DO //� Plan - Top Slabs (APPROX. 1" - 1 1/2" IN SIZE) CONCP P.S.T. �' Elevation Area Only co�C>�ETE � NOT BLOCK DRAIN. y e 28 t)AYS � 6" DIA. PIPE \� Non-Traffic Area Only "T PE ""A" ypE "5" \\ TEE �; Vault and By-Pass Piping Notes: As Viewed From Street 6 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY SITE WORK AS MALT ° 20'(M IN.) CONTRACTOR AS SHOWN. (SEE TYPICAL VAULT AND BY-PASS PIPING.) MRING ASPHALT ° SCDHS A royal .1 hrxG .1 i\� <UNDISTURBED 2. ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED WITH SUIPYACE �' StM..€'ACE i,\ ° °DEARTH OR RETAINING GLANDS, THREADED RODDING AND SUFFICIENT BLOCKING. 10" TEE %\\ MECHANICAL \COMPACTED 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING. 2 TYP PROVIDE 10" SENSUS iPERL JOINT TYP ° °0 °° o� \\ ( ) METER PURCHASED FROM ( ) 8° o °0 ° /EMBANKMENT 4. INLET AND OUTLET VALVES PLUS PIPING BETWEEN VALVES MUST EQUAL SIZE w DIX HILLS WATER DISTRICT %��i/;�i,�\i`\ � OF METER. IF REDUCTION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR W SUPPLYING ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. Of (W/� FLANGED CONNECTIONS) F ��_. . CONCRETE 18"x18"x6" METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER INLET SIDE UFEOLK COUNTY DEPARTMENT.OF HEALTH SERVICES �� ,... THRUST BLOCK CONCRETE BASE APPROVED ; T V sit! �; - -- -• � AUTHORITY. OUTLET SIDE COMPACTED CRUSHED STONE 5. ALL VALVES TO OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). SUBGRADE (MIN. 14 C.Y.) 6. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING ON FIELD FERENCE NUMBER: G(o DF- aoJ 3 "j � �� .• CONDITIONS AND FIRE LINE LOCATION. --- Notes: 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE EEDRAWING# �OF -7 FOR SPECIAL CONDITIONS 31000 P.S.I. SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, PIPING MUST BE ° Co11CFETE "' 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON CENTERED THROUGH EIGHTEEN (18") INCH SQUARE WINDOW. VIEWER'S INITIALS: f P 38 DAYS UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER 8. FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT BY-PASS. Ty?r #"C'" TYPE "D"" ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS 9. AFTER INSTALLING PIPING THROUGH METER VAULT, THE CONTRACTOR IS 10" NRS GATE tOUNTA1 BLE CCVRB RrAD" Ct7P.0 PROHIBIT THE USE OF THRUST BLOCKS. 9,_4„ REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. VALVE (3 TYP.) 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR 10" 90' BEND rrepared and Approved 8' DMING SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. Reco ended By- Supp Lotuoden t of a1.stnrays 9"ER JAMS A. IKzCHTER �� rit 20, 1993 3 8 - 1 Hydrant Construction 6/08 "CHITECT SAY'�� L. aA� DATE Vault and By-Pass Piping System 12/98 N.T.S. Source: VHB REV LD-250 N.T.S. Source: SCWA Notes: TYPE "C" MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTHOLD RIGHTS OF WAY N OUTLET SIDE LINE VALVE Harvest Pointe at SLAM LOCK a" MIN. � HEAVY DUTY CHECK CHAIN Cutchogue Cutcho ue New York INLET SIDE OUTLET SIDE ®® RED VINYL GRIP g , o' MIN. IN REMOVABLE COVER PLUG Town of Southold RONT OF ° BILCO AUTOMATIC HOLD OPEN ARM No. Revision Date Appvd. 14 DHS COMMENTS 8/23/17 AVL Q BILCO TYPE HATCH OR APPROVED ° TYPICAL BYPASS EQUAL (SEE BILCO DOOR DETAIL) BILCO 1/4- ALUMINUM CHANNEL 13 TOWN/SCDHS REVISIONS 7/28/17 AVL PLAN SEE NOTE 11 / REMOVABLE SQUARE KEY � (SEE VAULT STEP DETAIL) FRAME W/ RECESSED ANCHORS WRENCH 12 TOWN REVISIONS 6/14/17 AVL � FEBCO MODEL LF860 - 10" 11 SCDH REVISIONS 4/22/17 AVL TEST COCK RPZ OR APPROVED EQUAL 00 (TYP. OF 4) WITH NRS GATE VALVES #5 BARS ® 12" O.C. 6'-0" x 4'-0" DOUBLE LEAF BILCO 1/4- ALUMINUM DIAMOND 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL INSULATED DOOR WITH SAFETY CHAINS PATTERN PLATE COVER �j 26 MINIMUM AND SLAM LOCK OR APPROVED EQUAL B'x8'x4'-6" HIGH PRECAST RPZ (SEE DETAIL BILCO DOOR DETAIL) MANHOLE MANUFACTURED BY LONG (4) ADDITIONAL #5 BARS 1/8 DIA. NEOPRENE 9 TOWN REVISIONS 3/27/17 AVL ISLAND PRECAST OR APPROVED EQUAL (T�•) 4 SIDES / CONTINUOUS EPDM BILCO HEAVY DUTY Designed by Checked by p OS&Y SHUT OFF VALVE CONTINUOUS BUMPER N (TYP. OF 2) ALL AROUND DEBRIS GASKET FORGED ALUMINUM a-6" MIN. 5'-6" MIN. /////� / HINGES W/ STAINLESS Issued for Date N TOMETERTOS OOP OF �i\\/\\/\\\\\\\\\\\ 12„ \\\\\\\/\\\\\\\\\\\�\\� /% SEE NOTE 5 TOP SLAB DETAIL 4/07 ° STEEL PINS Juy 10, 2015 / / / / 6 FURNISH AND INSTALL METER j�\\/��/ (6" PVC MIN.) , , VAULT AS PER S.C.W.A. DT-201 / N.T.S. Source: VHB LD_ a ° a SCTM: 1000-102-01-33.3 '-�•� J / PIPE STANTIONS Backflow Notes: 77 (TYP-)%i\%�/jam//j/\\\/ (TYP.) 4'-6" -o %;�i�/i�/i��i�/i\ '/��// DRAIN MUST 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. 1/4" SUPPORT PLATE 30" BE SCREENED WELDED TO FRAME 1s" MIN. 2. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30"' 51„ r) R-� MINIMUM CLEARANCE). ° $ Oz OUTLET SIDE \ \ 3. ALL CONNECTIONS T'S, HOSE BIBS, IRRIGATION ETC. MUST BE ° 1„ - A Q LINE VALVE \/�\/\\ DRAIN TO DAYLIGHT 2 INSTALLED AFTER DOWNSTREAM OF DEVICE. LIFTING MECHANISM W/ REINFORCED 11s �N i,/ ( ) COMPOSITE TUBES & ELECTROCOATED 1-1/2" DRAIN COUPLING Um co c RPZ VAULT \!\\/\\ 6" MIN. ABOVE GRADE 4. DRAINS) CANNOT BE SUBJECT TO FLOODING AND MUST HAVE COMPRESSION SPRINGS (BERM AREA) o '\�//////// EXTERIOR SCREEN(S). TO DISPOSAL OR ' �/\ \ 5. DRAIN PIPE SHOULD BE SIZED ACCORDING TO MANUFACTURES ° n INLET SIDE __ TO FACILITY FLOW CURVES TO DETERMINE MAXIMUM DISCHARGE RATES. DRY WELL ° d 15 7 Drawing Number RELIEF VALVE 6. DEVICE MUST BE ADEQUATELY SUPPORTED TO PREVENT ASSEMBLY LATERAL MOVEMENT. DEVICES 2'" OR LARGER MUST BE 14' 0� ER EN N o SUPPORTED TO FLOOR WITH PIPE STANTIONS. N NOTES 7. ENCLOSURE MUST HAVE WEEP HOLES FOR DRAINAGE. /�� Q� 'p PROFILE VIEW 8. SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT *� �`' 20 M800 1. SEE SEPARATE WATER/SEWER DETAILS FOR THE FUNCTION OR ACCESS TO RELIEF VALVE. (- METER VAULT SPECIFIC RPZ AND WATER MAIN DESIGN 9. DEVICES MUST HAVE USC FOUNDATION OF CROSS CONNECTION �!r- I W Q INFORMATION. APPROVAL. \� l 2 a 12/14 110. ACCICES MUST BE ESS LADDER TO BE PROVIDED. BILCO DOOR DETAIL VAULT STEP DETAIL �s�o 611a �; Sheet 20 of 28 RPZ & Meter Vault 4/07 4/07 L 12. CONCRETE SLAB TO BE SIZED ACCORDING TO MANUFACTURER'S N.T.S. Source: BILCO LD_ 9�FESStONP N.T.S. Source: SCWA / FEBCO RECOMMENDATION. N.T.S. Source: VHB LD_ 13. FULL OPENING HATCH TO ENCOMPASS CENTERLINE OF DEVICE. Project Number 29305.00 SCDHS Reference # C10-06-0013 i P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\8_29305.00_DT.dwg O V s STOPPER OR END PLUG SUITABLE COVER TO GRADE FULL PENETRATING (� PICK HOLE 8-x6• "Y TYPICAL SIZE CLEANOUT- SEE I ( REQ'D 180' APART LETTERING SEPARATE DETAIL ON PERIMETER FOUNDATION WALL + ) RAISED 1/4' SEWER PIPE A A i.. 2' &FOOTING LOCATE 180' MIN. D APART ON SC NS PERIMETER 45' ELBOWS y A A PLAN 1� / -, I I COVED I F.F. E . Engineering, Surveying & ANGLE VARIABLE _ 1= I MANHOLE __.. .. F.F. EL. g� Y g =31.45 Landscape Architecture, PC HEAVY DUTY, WATERTIGHT "Y" BRANCH GRADE o 2.00x I AND LOCKING CAST IRON 6"4i SDR-35 ® 2.0% MIN. D>J j 100 Motor Parkway ASSEMBLY ,8 oR C`5 NO�sI BUILDING WALL A CAST IRONEFRAMENAND COVER ALTERNATE }}A}} COVERS TO GRADE Ok-As tN (TO BE WATER TIGHT AND NON-SKID BEARING TOP SLAB Suite 135 8" MIN. TRAFFIC a z M INSECT PROOF). y COVER DESIGN PROPOSEDAn 04 czi A CIRCULAR RAISED SUITABLE COVER Hauppauge, NY 11788 CLEAN OUT 4" OR 6" DIA. 18" I (SEE PLANS) WATER MAIN OR STOPPER OR END PLUG THIS SHEET) �D^ - N 2.5' RIB PATTERN TO GRADE a O STORM DRAIN CAST IRON BUILDING SEWER MAX. 2' AX. SEE DETAIL, LINE THROUGH WALL 8" MIN. TRAFFIC BEARING 18" (ADAPTER AS REQUESTED - TO MEET AASHTO-H20 ( y .. ` ,z 631.787.3400 SEE PLUMBING PLANS) i MACHINED MIN. a_ MIN. .: NLET NON-ROCK =2865 INVERT LINE OUTLET OUT TO HYDRO PLAN SEATS ACTION UNIT o NVERT DR-18 •2.0076 STEPS ARE TO BE COPOLYMER SEWER PIPE UJ =28.15 SEE "Y' BRANCH ASSEMBLY MIN. GRADE (SEE NOTES) POLYPROPYLENE COATED Y 'A' = 27 3/4' KITCHEN WASTE iA STEEL BARS AT 12" O.C. 5" WALL INVERT =29.45 0 � z SEWER TRUNK UNE ALTERNATE CONNECTION FOR SANITARY WATER CROSSING (F REO'D) 'B' = 26' 'G' = 1 3/8' a SEE SANITARY DETAIL JOINT SEALANT TO BE 1/8' CLEARANCE 'C' = 25 3/4' ' 770. 1" BUM RUBBER FOR ALL JOINTS. 30' ELBOW (� 8'0 ►I� CONCRETE INVERT FORMED TO PROVIDE NON-SHRINKING L! U T MAST JOINT SEALANT. SECTION A-A AT LEAST THREE QUARTERS OF REINFORCING RIBS , _ MIN SDR-35 ® 2.0% Note: THE SIAMETER OF THE PIPE 'D' = 24' H - B MIN. 1. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH CAST IN PLACE FLEXIBLE 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE PIPE. RUBBER SLEEVE WITH 'El OR 'E' - 32' 60' WYE FLEXIBLE RUBBER BOOT 2. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH NOTES: 'F' = 39' ALTERNATE "B" LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE CAST IRON. 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. Neenah 1559-2000 frame with a 1556 cover, or 3. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH Campbell 1203 frame with a 1009 cover 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1, 2, 3, OR 4' HEIGHTS, AS REQUIRED. NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, Notes: 4. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. USE CAMPBELL FOUNDARY 1502 FRAME AND 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC NOTES 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. COVER ON AN ECCENTRIC MANHOLE CONE LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE SECTION WITH A 24" DIA OPENING. BEARING FRAME AND COVER. 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 PIPE. 5. OUTLET PIPE TO BE SET 0.1 MINIMUM BELOW INLET PIPES. 2. COVER TO BE HEAVY DUTY AND LOCKING 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS AND ALTERNATE „B" IS FOR USE LOADING REQUIREMENTS. 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) CAST IRON To GRADE. WITH BUILDING EXTENSION/CONNECTION. SHALL BE NO GREATER THAN 2 FEET. Sewer Service Connection 7/12 Typical Access/Junction Manhole 6/10 Standard Cast Iron MH Cover Detail 3/05 Typical Cleanout Grease Trap Detail N.T.S. Source: VHB LD_ N.T.S. Source: SCDHS - Wastewater Management Figure 9 N.T.S. Source: VHB LD_N/A N.T.S. Source: SCDHS - Wastewater Management Figure 13 N.T.S. Source: SCDHS - Wastewater Management Figure 13 ANGLE CUTSS (T}Ta). PLC CONTROL PANEL J -� W/ HP80 COMPRESSOR 4"' s C" TREATED LUMFEP � rr:' � mETFT 1-1/2" r 1--7/r" 3/8-1Fa UNC STAINLESS r=t;`iI At It} 5"4" CRO7>, CA'.Y'. t`r3r�t�r;.I STEEL FtCX t•ICh,� r '1" BOLT BLOWER HEAVY DUTY AND LOCKING CAST sP EF ra'YI` ry \F � { (r��) W,�°WAsHER (2) �f (j ti,+► / ( IRON COVER TO GRADE (-' e TF:r,r,^r F'A1rR 40 000 O METER E�ICL?SU�E TO BE r STEEL PIPE } 'A .nil,:. - T E» (-: _ - Inlet - - - ----- -3 Outlet J �.". V. FR .ABRIFT 3 SOLID PRECAST � 4F.Ai„ r� ( C,` ^'• AIF{l:rJR ,.� (S � (1 tI''} G , FA`_r�r:_D H s° E�5 F4,aEr+.. - r F, r.c�'E , CONCRETE DOME STEEL z:+n �:,AL}rANIZi.I. LA, J I Atac'/ISP JF J 4' ,' k"'t'<` �,'°•-, �t CONTROL PANEL AND AIR OR THROUGH BOLTS pO TE= C'AB;I," Note: :•c•r serf-con intd 3/8" 0'.A PUMP IN POLYETHYLENE 2.5' i I 1 ( meters, min. h fight CF.Lu. t.i-P'"<'i.E o (H) 1' MINIMUM tc�at:i;1 no be .3°-L" L crrairt OR STRAP(a'Y'P.) 1/2" (13) ENCLOSURE ON PRECAST MAX. Y CONCRETE PAD FINISHED GRADE 2' MAXIMUM '/4 , F" -ArE1 L+;}dr°c J _J X 4- (102) CF'CSS BPA; E (TrP}._,.> 1_/ ®I, / -}y„ .14 Pl,'LL SLOT 77 ,'y �j. FILz Ef? wC:l4QTLr�r /�.,+� \ 20" /, _.._ Wt c4. '+Agri r (T. ) COVE E I-� �OTO'tl TSKID St SURFACE \\\/� �\\ 3'- FOR. t TRAP a \ INLET MIN. 4" A _. as DIAMETER SDR 35 FIN'•tL_' LPA�t _ r}gist c C.PACC PROVIDE 24" X 36" EXISTING GROUND `., PVC PIPE. PITCHED 3," o + PG �• MIN: ; ''� 1 �` �A" 1 HUBBELL QUAZITE AND ELECTRICAL ® ® ®®® COLLAR f `,,,; STYLE POLYMER PLC CONTROL PANEL cD , ,j°',.� �:,� \•°. ;, :'; I.• ,\\`;. ,."; CONCRETE ASSEMBLY WITH AIR PUMP. MAYBE HS-20 LOAD RATED BOLTED 2' SUPPLY TO TREATMENT UNIT ® _ ` rfltt. / ' I I ''f' OR APPROVED EQUAL _ MOUNTED ON UNIT OR 71 CAST IRON COVER. MAXIMUM ® ® ®®® i. ltl i t ) SIJ REMOTELY. OF 3' OF EXTENSION COLLARS •' L.L Z Em [;D f f MAYBE USE TO BRING _ ----- CASTING TO GRADE. ®® 30 t I ~ ✓: _t F. U':'IDKRGROUN`_+ SERACE OO z+ PROVIDE 2" VENT PIPE FROM Z w UNDEF•t,ROti':C� 'SEP&E L L W SH,-'. 80 Pv' OR _. 8O Fvc OF UNIT IN ACCORDANCE WITH EhTPANC fiC".Lbd T r_` R CON u11 r+ E C:rC'UeTt"F / SCDHS STANDARDS; VENT TO •• .,. ISIS N��"E:? 45:C Nt)TT 3} r1n .r� 1 ✓; - -------------------- BE DAYUGHTED ADJACENT TO COLLAR MATERIAL Q• : ,n 3( j0) I F-1BUTLY RUBBER GASKET Ld N _ CONTROL PANEL OF AS BANKRUN COLLAR :- ® ® I M ®[MID � r � - RUBBER PIPE CONNECTOR APPROVED BY ENGINEER (0.3 MM TO 1/2-) ANTE R f d'41 T E DESIGN SI'A �i D P�) )I'S I G I,I LIFTING CLEAN MEDIUM TO ® ® ® ®®® " 0 BOLT (4)EID UJ Inlet Outlet _.___._........ __ COARSE SAND AND w It c r F �`:• -- ® ® ® ®® H - FRAME iNSTALLATIDN, ARE RESTPICTEu NOT P RI�IITT"ED BY SOME �- 1 ' - --- --------- - .- GRAVEL WITH • .• _, ....� . .. tt �' f a / -- UNIFORMITY �. P� w MUN CIPALITIES. CHECK LC"CAL CODES PF;.tOR TO II:STALLATION, i � (13 COEFFICIENTS OF Q=. NOTES: SCDHS Approval NOTES: 4.0 OR LESS .2 c) z a ^" 1. PROVIDE GFI OUTLETS ON BUILDINGS ADJACENT TO / w ® ® ® ®®® I- Cid%CF'ETE FILLED PROTECTIC 11 SOLLAPDS SHALL EE INSTALLED Ydti N i:,4 TA,_LAnCd4 IS IN +� CONTROL PANELS. .w. Trdw Lll`I JITY OF V'1i:C JLl t TFAf f IC. I t LIa?!;C" SHA!L RP PLfiCt:O A M=NI'JUM OF •1° Ffi'CP.1 ISG BOX 2. ALL CONTROL PANELS TO BE LOCKING. ; ED ® ® ®®® TtiE CAEif;ET At1P SrfiLL EE PAIPITED FLL'C¢RCSCEh.T 'ELLO`.v. EJLLA,I'D SHALL SE CONS' 1_ICTcD `"-LIFTING BOLT 4) _; :_ _ ( , 3. COVERS TO BE LOCKING CAST IRON COVERS IN r , ,� r. e n " ACCORDANCE WITH SCDHS. A. M'NI.UM Or �...;° CLITh:D... DiAM T179 SCH--D:LF 40 GAINA'117ED PIPE, Si,A1 t, PF _L'AjED 2X $ 102 X 4"' 102 SUFFOLK COUNTY DEPA.RTMENT.Oi ( ) ) HEALTH SEtr a ( 4. VENTS SHALL BE PLACED ON THE EXTERIOR OF THE 3'-0" MIN 2°t" ��`s CENTFf'S AtI[3 S+�A!L FrC A klira'fa;lEe OF 3' t?It.f{. MO'JS`EHOLES (PG2436B only) �j� BUILDING 3 FT TO WINDOWS OR DOOR OPENINGS GROUND WATER 2, FOP? SELF-CONTAINED ME1EP' ENCLOSUPEZ. `�" Rl"O GALVANNZED S':EEL PIPE. WITH APPP0PR"ATE_Y S1ED APPROVED JI�AND TERMINATE AT 18 INCHES ABOVE GRADE WITH / TO GROUNDWATER CHAN4-tEL A'1 Cn!tt,PETE EASE ht A'( EL l>EC It PLACE 0 4° Fi"'E L`Lvl fi 4" X §" Tfi Al LC LIJ""' EF' MA`' �"� r�( L� A CARBON FILTER. _ cr E Or 6" PTI_, CES1,GN. UyY F PLYt.,OD FOP EC;U'PIENT INS'fiLt T:St1 IS NOT 1;ER!XTTED, REFERENCE NUMBER: G' (0 � c<�, 0C)13 i BE U_ [ I PLACE �. n" ��^ L`c r ;ter - 3. RIGID N1-FAILI'C C011DUIT (RNIC) Atd;.r F;C-'D 1`.ON--M,7ALLIC CONDUIT (P,NC) (SCMG. 40 UR 80 t,ESF CT:Ji.:Y, Notes: L: A'; REO.'IREM, AR'_ AF--RC,`✓FC; FOP PELty,W GRADE USE. ELEC`IPC WIN Li; TUSIt:G (EVT) AND :NTi=.` !,'EOIATF - I C O A S T A L PIPELINE 10,0 MCTt'.LL;C c:CtiF7t.,iT (ICAC) AF,;- '::; AuPFOVEI FOR PF:.0W G,7ADE 1%;�.TALLATIDN 1. CONTRACTOR TO PROVIDE NEMA 4X JUNCTION BOX FOR PUMP/FLOAT SPLICES IN SEE DRAWING# ( OFZFOR SPECIAL CONDITIONS (631)369-4000 PRODUCTS CORP. 4, F fti r,",L',ITICr:nL trAt';a 5, C;t„1aE. ;e 1i.lt LJt ,: e ev , ", F(,f, �•c,[�;IO=',AL ELECTRIC HAND HOLE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE r P.O. Box 575, 55 Twomey Ave. , Calverton NY 11933 :,. . CT CARNET WITH REMOTE METER SOCA'F- FFO,rRFMFiITS SEE DRIAVPW S D30 & D31. 2 WITH REVIEWERS INITIALS: A-9. -- WITH OPEN BOTTOM OR ENGINEER. PRECAST CONCRETE C-LCk Wi,H LOCAL M'.iNICIFA,L!.'T FCA( ANT' '-PECIA LEf UIF,=MENr> �Er'CF'E +>'1sTA Lrrt:� METt. 'tT'_. ,,,. r CONTRACTOR SHALL INSTALL 42'" DEEP HAND HOLE 041 BASED f?k MONOLITHIC TANK HS-20 Project: EQ'_Ih'P:1�tw' Ca•, F,_aFr.tt=., ; ��^a WEEP HOLES TO ALLOW DRAINAGE OF ANY WATER. LOAD COLLAR TO PENETRATE A MINIMUM 3. JUNCTION BOX TO BE SET UP OFF BOTTOM OF HAND HOLE. COVER:0.50-3.0 FT. OF 6'-0" INTO A VIRGIN STRATA 4. CONTRACTOR TO PROVIDE GASKETED HAND HOLE UNIT. '44t Contractor: HD *IF PIPE ENTERS RINGS THEN OF SAND AND GRAVEL (RATEABLE 5. HAND HOLES SHALL BE SET FLUSH TO GRADE AND GRADE SHALL BE PITCHED EFFECTIVE LEACHING DEPTH IS SOIL). NOTE: AWAY FROM HAND HOLE TO AVOID PONDING ABOVE STRUCTURE. HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM Product: UP TO 4" 24" MIN MEASURED FROM BOTTOM OF POOL METER AND PANEL MATERIALS TO BE FROM PSEG APPROVED MATERIALS t` CI�{tII$ WEIGHTS: PrecastAN500-C Nitrogen Reduction Unit 4" TO 7" 30" MAX TO PIPE INVERT. LIST AND INSTALLATION SHALL CONFORM TO THEIR REQUIREMENTS. 6. HAND HOLES SHALL BE SET ON MINIMUM 4" CLEAN STONE BEDDING OR AS BASE UNIT: 12,250 LBS. DIRECTED BY ENGINEER. ROOF SLAB: 4,100 LB. scale date dwn.by dwg.no. None 9/26/16 D.O.R. HA-01 R2 Typical Sanitary Leaching Pool PSEG H Frame for Outdoor Mounting of Meter/Panel Electric Hand Hole Detail N.T.S. Source: SCDHS - Wastewater Management Figure7 N.T.S. Source: PSEG N.T.S. Source: Hubbell/VHB Specifications 1. Concrete-5000 psi @ 28 Days 4• 5'B"Diameter 4" 4'1"Diameter 4" .__... _ _. 4ea Addit.#5 Bars E.S..Opg.(Typ.) Zea Addit.#5 Bars -Welded Wire Mesh 2. Rebar-ASTM A-615 Grade 60 - As=0.12sq-iNtfTyp, • Welded Wire Mesh- B1 W1 3 NOTE:ALL MOTORS ' :�,,._� „4 � ��•�y W � t •,.� 4. Joint Seal-1"Sq.Seff Sealing MUST HAVE INTERNAL �,' = BLrtyI Rubber Gasket Equal LRl-Ql PUM�P/COM� PRESSER POWER CIRCUIT OVERLOAD PROTECTION. GRD ` "' =1 '" ' To Fed Spec SS-S-00210 BLU Z RED/WHT WHT OZ U SII CB1 CSR16 LOOPS • r �r / 5. Design Load-AASHTO HS-20 Loading Or H a rve st Pointe a t ELK ELK ELK `* Outlet i', 992 Working i 515 Working I= Met F + 300 PSF Pedestrian Loading LR1- 2 Ll wHr P1 PUMP Gallons Gallons p Q t „ I 6. Internal Components Not Shown For Clariity- BLU PINK/WHT WHT N W"r N MOTOR PUMP RATINGS: See HydroAction Assembly Drawing For Details = O O C u tc h o g u e - 3/4HP @ 115V `,� � '`��: �..� ;� ''�`�'_"• { .�,��. 7. Access Openings Brought To Grade By Brick Or �' 11' G 15.0 F.L.A. _•,w ,- ` =�= \\ Precast Collars Topped With 3"Locking -4 CB2 CSR2 6 LOOPS M2 O Cutchogue, New York 2ea unit #5 ears C.I.Covers(Not Shown) � BLK BLK BLK O O --- Welded Wire Mesh 4 Continuous Each Side RP RECRIC PUMP RATINGS: 5rB #5@6"O.C.E.W, Of Openings 8. Operation and Performance Of This UNAis WHr WHT PUMP 3/4HP@115V Town of Southold �=� . As=0.12 sq-iNlfY LRl- 4 o Solely The Responsibility Of HydroAction And Q N MOTOR 15.0 F.L.A. N Welded Wire Mesh rf-� j Zea Addis.#5 Bars BLU RED o As=0,17son/If f 1 40I6 PLC INPUT To Slab Its'Representatives Plan View #a Transfer Bars L1 N o. HSC Date ApVL P 9. Earth Fill: II G 14 DHS COMMENTS 8/23/17 AVL o --® (4ea Side Evenly Spaced 6"Min to 3'Max For HS-20 B LAIR SWITCH RED CB3 CSR3 6 LOOPS INCOMING 115 13 TOWN/SCDHS REVISIONS 7/28/17 AVL Vert;calty In wall) 6"Min to 5'Max For Non-Traffic BLK BLK p MIXER PUMP RATINGS: Z PUMP 3/4HP @ 115V 10. Water Table=3'Below Finished Grade wHr O 12 TOWN REVISIONS 6/14/17 AVL � HWA N MOTOR 15.0 F.L.A. � 11. Bar Cover= 1-112"U.N.O. Lu � RED RUN IL 11 SCDH REVISIONS 4/22/17 AVL r�f' 4ea Lifting Lug(Typ.) -�-01� 4 o A Welded Wire Mesh _ - t� � -^- 3'.3 11/32"-9 .-- 4'1 11132"-z�- 3'4 9132" As=0.12 sq-iNlf Typ. � MUTE � CB4 ORG BRN = 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 2'q"Diameter 2'0"Diameter ._ c�i rr_•------'---�•t tt,z"cL rrt----"'t _••Mr Cl COMP 40 BLU (TEST 9 TOWN REVISIONS 3/27/17 AVL ! �,-'`OI' � ALARM Y MOTOR 1/4HP @ 115V -- a -Butyl Gasket seal , j o I N 5.4 F.L.A. g y Checked by Designed 0 ...� `° t.._.. -' +'�'� '�*• "(';.}!.OCJjw � WHT <esi ne b N 4"Outlet Pipe - quid Levet _ - 4"Inlet Pipe RED BLK ED WHT ® ® ® ® ® ® ® ® ® ® ® ® ® J E Issued for Date t° SP1 N RP1 N MP1 N C1 N 1 2 3 4 5 6 July 10, 2015 Rubber Connector(Typ.) r'oia.opening " e--m ENABLE n Q 4"PVC Coupling' - 7'"Dia.O Opening ~- "_- S'.€;+' +�'` BLu vEL00 Q oast In Wali r'g rK. `a; a "1 _0 2 Il PLC INPUT • #4 Transfer Bars N 'cS, t728g�3 e'er 4ea Uffing Lug(Typ.) ff S CT M: 1000-102-01-33.3 ({ N �17 'UFESStU�S< t I�' BLU OVERRIDE yyHT/YEL c ? ` -Welded Wire Mesh _. I 3 4 I2 PLC INPUT Lu As=0.12 sq-innf Typ. W 1 B 1 ~ Q = ~ �, O O 0 U H Q Q 1•ta2" (Center In Wall) Inlet CSR/ g 2 m g = � - __ ^ " .-- w ..._..__•_ __.__.... __. PLC INPUT �- J J :""" ...._..:, BLU WHTNEL I3 CO �..i m U = LL LL W W .7 _. �� . . .. , Rubber Pipe C O A S T A L PIPELINE a J m m 4 Connector when _ Required(Typ.) -^ .. ---- _.... __.._.._._._.. BLU CSR2 WHT/VEL - - . o (631)369-4000 _PRODUCTS CORP. - � � � � � � °�° Z Q Q � � Q Q z P.O. Box 575 Twomey Ave. , Calverton NY 11933 I4 PLC INPUT a a a a a w w > > O O #4 6"a.c.e.W. IY Q Q #4 Dowels x 42"L9 } } U U O O LL. LL Q Section c y � Project: � CSR3 � � U U x x U O Q a Ca)18"D.C.Radiall - W W WW UJ I" BLU WHT/YEL d d W W '--' "•'-' U Welded Wire Mesh o As=0.17 W--Irdif Typ. I Contractor: I5 PLC INPUT vt �n c� (Center ) t� t'a Weight:;: Product: AN500-C Nitrogen Reduction Unit Drawing Number Base Unit: 12,250 lbs. ,`CiO� NEIv Y o Roof Slab:4,100 lbs. Isometric View ,�P Cq 9 scale date dwn.by dwg.no. V. None 4/8/16 D.O.R 16-0132 Electrical Schematics Terminal Connection Diagrams *� �� - ��`0 V) N.T.S. Source: Septic Products Inc. N.T.S. Source: Septic (Products Inc. n » T_ LM900 Ji w tr i W Q Sheet of 01 �oA9 08611$ P�`� 21 28 •o 0 ESS10N Q) Project Number V) 29305.00 I SCDHS Reference # C10-06-0013 I \\vhb\proj\Long) land\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_BOR.dwg i, 901.44',(DEED) �� '-,_ � • r tJ L!'.C34f} ,C 3 U 1'9f ( .. --'--- .----'--•-^--^^,"_""„" ` ' -11 11 538'30'50"E (MEED) a , ,. ce, 538 "' It. / 01'' = -.. " , L s _.� .. dµ 4� i , i / J I / ..ted'",,.'•"^-. e.- -11 /' „ tF,_7 , r.w, �� _ ._...y ,. .._ _ ...,... ,fy f .. , v„ (( (�-99 o f ,, , -�:-,-f� ; �; i s _ I ;, r" P6�' ,. ,. - [� r Q t r'- i , _T }�--'"� f 01 ...' i ..p^ i ,._..._t °., fxi "� {Y1 Z..NN2A, .i>rt' r �� { {� ' .�"," $i 4/ *,f`I(y; r•v l'�, t}t .,$ "'1 I ^j{ " i �1. E 43,..��.• `. 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IhfoTEs as IZJ9106 ' x►��r� V4 rw No. OF s �M GE�r..�E14E .� NorES N � a� � � VLOWS "� �� Get. Nom � -_- aLL�"i' xOPSOIT.� GENERAL -- -"`../-,-S1LTY TOP54IL _.- ... . ,. .. __. 1 WA'�EIt I. VEL5 SHOWN AT TE48E I . .. - SANDY TOPSOIL � .,__....., . .._ ,_ Tr�P502L - ; sxL��c �Q .. SxLxx LOAD 1`iEASt3RED DN' THE DAI'>G YNDICA'IEU ... . . _.. •.__.� .. .... • _... .. .... .. . COARSE T{} `INE •BROT+fiT SAND? ��" .. SILTY t..os.� . 14 ANA 2.4Y NOT BE REFLECxxVE OF , .... .. ' ' 80ME SILT, SOME GRAVEL (SSI) 7 . . „ . , _ COARSE T�# FLUTE B$Otdt AND I}ALLY 4R SEASONAL VARIATIONS ._ . . . 5 _ �` COARSE fi4 FSN BROWN AN1R , 9 11 21 30 LIGHT S12OWI� SAND _ . 5 LIORTE TO FINE ARAN AND .. . _�' " _ GRAV2;L, OCCASIONAL LARG7E - LG , _ _•• LIGHT BROWN SAND AND' ZN TSE :CRQUND 'A'IER LEVEL. 7 7 - _ ..� .,. .. �, COARSE TO FINE BRO'W'N,SA131) ._..... ,. ,. GRAVEL, OCCASIONAL LARGE ..� LIGHT BROWN SAN .. . . __ I N MLTS ANp GRA�7EI1 (SW) GRAVEL (SW) , . . GRA�IFL t5ti�) -I.7) THE *BORT G f �' ,,. __ i4' 14 2 �• GRAVEL {SW) S0 IS REPRESENT 5UB-SLTRFA,CE 6 7 w... 4 __ �, .. r , ...- _ 2 15 -•-- -•---� COND17IONS AT THE D=1'0G .,,._ . ,. 2 . 1G _� _.. .._. - .. �,�., �� ARS �aT Lo .�----- --•------ .., ... ��'.. . , I,..__ , . ..._ Colo,SE TO FI1 E BRow,� kND Loc&TION o x A __ ..._.._. . . . .-,_ _•.., ..... _... .... LLGS.T BROWN SA19D ,A.Nrl NECESSARILY 1IEPRESENTATIVE ^.. ._..,_,_..�-,--•- CO.A,RSE TO FINE BROWN ANS GRAVEL ($lot) OP CONDI aNs AT OTHER .r.. ..-._ ... _, _._ _. __. I _,.: . ._.._ 1pN5. _� r,_.�.. .. .. �, X,1rG�'I FROWN SAND AND 10CAT __. . 1 Q •- GRAVEL (SW) `� � 7 .-. I SUFFOLK COUNTY ' ^ + 14 12 ,:- ., •.-__. DEPARTMENT-OF HEALTH R CE ,. I ._ ,. SE RVI . . .. ..-$ .. s -s 17 . ..,. -.. .. .- , 10 ' . APPROVED 21 .. '' 12 - • . REFERENCE NUMBER: C,(o - ®� o� 3 _r. _ 11 .. ..,..r_... .. ... , ,. ..' Yy . _..._, ..... SEE DRAWING# __I___OF 7 FOR SPECIAL CONDITIONS --- w. , . . ., _ 15 - .. REVIEWER'S INITIALS: ) .Z r Is 12 , ,7_ , � � - 12 " ....'... .4 . _,,________�_ I . 1 16 � ;f . . . . I _„ _ ,k .» ..-. . .. ""' T.. I. 20.. -- .I_, $ 10 11 .._... ....._ .-..' 12 . 6 . .1.. 1 - g....... ,...Z4 _ " ., .10 .....-... • . 12 1 ` .... _�. I4 . . 2�Q WATER S ICOIINTERED. -....... -- - .I,.,.., . . ,I . .W W,• ••Mw♦ 7C 1 I 17 ,,,,,,,,,�+,a� .�.,.,_,,.,..,o,�.,,„. 2 r 12 14 8 10 01041� �� 12 2 � � . EA1D DF BpRLNGt 25 '01 �,-,--__�� I 1__� __ _ . I I I .. END OF BORING: 2,510" rr�� powl "No" :s ■ ',w^M ;� -� .;�--'„ IW' - 'P. 1►' l0 Al.' 'ii' , . ! -" CJs d�" r '.. yr 1 �' - R +�y �1 �. 9J p: Harvest Pointe at BORING too. �= . 12/710b , e�var I2f510b s� nxrC DATA 1 /S/46a�I }2/5/06rna . . EIAM, 01=10" GENCRAL NOM W � '� � � � �. • ' �,� NoTgs C u t c h o g u e Ire I e nto, 01111411-- Y T OZL TaP54LL (3P�a0ZL SOIL ,� s!L'I ops ., �_. . . ..........__ .._ . .M.. ._.. sxa��x Lo ... _ �.�. Cutchogue, New York SILTY 'LOA ` SILTY LOAM, BRACE GR�.Y. . . Town of Southold SILTY LDA1�1 .._.., __. . .. . . BRi��Tlh1 SILT . • �t �+ y 5 (Srf U �+,, ...... .. 9 r w_ 15 f COARSE TO VINE BROWN-ME ME .., , , . .. ._.,� _. No. Revision T _ ate Appvd. o. 1. w ...-. olow. 20~ COARSE '10 FINE BRMN AND ��. 24 _ LIGET BROWiv SAMA AND W12 X4 G 7 �� . -. - .- ' " �# �L o��AsxarrAL L CoR TQ' PANE �Rowr�- � 14 DHS COMMENTS 8/23/17 AVL `1'. IG�iT BROWN SAND AND• ... COARSE T© FINE BROWN SA 5 • . - _ _ . � " '' � L�G�� SA1�'D•AHL> 13 TOWN/SCDHS REV 7/28/17 V v .. �7`RA iL fn 5 G VEL' OGCASIaNAL •_ � .., GRAVEL, OCCASIONAL Gt2AVEL {5�1� .. 14 J A�� ,_••�, „_ - �� .•-..- "'•��.> .,....•� . . �� V sW ,� 12 TOWN REVISIONS 6/14/17 AVL � 12 1.5 LARGE GRAVEL (SP/5W) •� _ _ _.9 LARGE GRAVEL SW .. •, _..•, ... ..._-...,1'.._-...,,,,..__... 4/22/17 AVL 00 19 7 ... . .E . LIGHTFBROWN &ANDRA'D OWN A .. . .... r.__,... I...... . , PER TOWN4/6/17 AVL - � 11 SCDH REVISIONS Lo ' � Z��T �R>?W SAN} ___,.. // 10 REVISED PHASING PLAN �s va, (sw) .... ........ . . 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WALL 5'-0" ,I[ 15'-0` 4'-0" #WGHa4Xb BY "FYPON" OR EQUAL 0 RECEPTION BEYOND WALK RAMP ISLAND So.,tre:c'To,vn 1:1 Planning Goard LEFT 51DE ELEVATION _.- . .... . .. . . . . JOB NUMBER 5GALE: 3116" - I`-O" w 2 016 0 2 3 RECREATION CO SHEET NUMBER Rb a- BUILDING z W R2 W - I 101 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED A B QJ E ' ] U r N 2 104'-0" `i/^ , (D 5IPFdH tm-w s HGtA7MM V C 2 RI POR tLtAiY.IS N� � � U 255Z 0 H/+'z •�z 33'-0" 28'-2" 2I'-10" 15'-b" z _ to L W M 9'-6" i'-10" I'-l0" Q m o _ _ LO t0 U co 5V#AN:AM ear OR q ADF�VEANC" FDI 0 0- cri CI) HOLDOWN DETAIL AST SLAB 1 KTA 33'-0" 8 14'-0" 8, 14'-0" l'-0" 4'-4"M.O. 8'-8" Q PORCH SLAB ry r 2 I n!' 10•P.G.FOMATION WALL WITH � L I ,: FDI J•4'Pc.SLAB MIN.0500 P5I CMJ >= FDI DA I'ROOFING ON 10'x20 P.G. RBNFORGED Nm 6xb110/10 wwH. PORCH I FOOTING-TAYI ELEV.=Ob` •TAMP a FILL TO rias DEWITY •6PL.SLAB I we K e psi cGON j I , i`I ° I o •TAMP a FtL 0 95%DEWITY _(2)2"xl2"HDR-) 10 10`P.G.FOUNDATION WALL WITH I'-4 9'-4" 8'-8" 8'-10" 1-0, 20'-0" 10" b"P.G.FOUNDATION WALL WITH DA-PROOFIN6 ON 10'x20• 2'x10'DEEP - - DAMPROOFIN6 ON 8'x16'P.G. FDI FOOTING-T.O.K ELEV.0'-0' 5LAB SEAT(TYPE - - - - III 4"5EAT II LIJJ FoonNS-r o w ELEV.=0'-0' Lit - - U _ - UNFINISHED BASEMENT 1 \ q V II � III = = = = = L - _ _j I �-6�LCaL SPRAY FOAM FDI b z L1 J rt+su ALONG nsIDE FALE of Rr7. FDI O m 1 JJ II 1�:'� III 1 I I I 1 I I- - _ _ - -i 1 �F�LL H Hor ren PlPnas loll " 1n A. II /'^\ III I I I 1 L - - - - - - -� I AMIOR HEAnN6=T5 TO BE2-0 Io-Io 2-a Qj� C) I I 1 \ � � � I r � I I III I I \ MSU.ATED A5 PB2 N.YS.CODE. - - - - - - -_ U I 1 1 1 1 2X8 AGO PLATE c w +HANGERS AT J v J LL -1 � z III I 1 C - J II 1 I ==J_ J r- - / I i TRU55 BEARING - - - - - - ° I L cv N O [ ' L 1� I �XGAVATED I 1 F(- 7� / " „ r - III 1 1 / 4"p (MIN.3500 P51 GONG. U / \ / I I I NOTE T I PORCH 5LA6 ❑ F-i III i W/NO AIR)WITH bxb-10/10 W.W.M. H / 1 •6•PG.�"K 3500 PD1 J "b"GRAVEL OR UNIFORMLY GRADED_ -1 I I I ��' - - - - - IO \ 2 AX 5TONE r I RE11aoR6ty WITH*4 a Iro EK ., •TAMP l FILE.TO 95% O FDI _ \ \- .J .I V' ^W - - - - � -_ - - - - - J I- - - -�- - - - - - - JL - - - - - - - ; � ( I I � �•yl, �o I � � 2•x1o• o - - - - - - 'Y SLAB SENT �t TYPIGAL BASEMENT cowry: _ I 52'40 STEEL GOLMHI ON 30'x 3O'x I 0 I L V 1 '�C - I 12•DEEP P.G.FOOTIN6(TYPIGAU 1`�,cN I ��•// 11 ____ O II \ - " I \ m L - J � 1 12'P.G.F ATION WALL WITH z w 5'-2" 2 l 26'-II" 10° b'-8" b'-8" b=8 10° 15'-6" 8" D IN5 ON 12'x24' _ 5 2'x10'DEEP Farrl TAW ELEV:0'-0' 0 F-�1 III I I c - I I I I- I I I I FDI „ // \ r _1 SLAB SEAT(rYP) U PH 671 101, � \ I I ( L - J LTJ I 5 I Q ° 10 5' 0" (n L - _ I JJ I II �. II / 1 I I I I I I I� -�' I = = FDI z �� I II II III I I I i I FDI I - - POURED CONCRETE CHEEK WAL.L5 O IN I i II I 1 12 I I p U I 2 * 10"THICKNESS W/30001 psi CONCRETE bij- 1 I I '(U#5 REBAR e TOP d BOTTOM OF WALL- - _ _ _ �_ I 8I I FDI I I I FDII 1II • #5 REBAR5® 4'-0'O.G..-VERTIGALLY O - - - L- -- _L �= _L -� _ _=�- J I FDI I L - - J ) I I I 1 I- -1 POURED CONCRETE FOOTING U- WOODFLOORTRU555PEGIFIGATION5: - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD GOMBINATION5 U51NO J r ALLOWABLE STRESS DESIGN PER SECTION 1605 3 OF THE INTERNATIONAL BUILDING CODE. I I - _ _ - o - - + J - I 1 - - - 35'_6» - I I Io" I -5.0' -1 II lo° (2) WIDE x R510'DEEP P.IG.FOOTING I- (2)#5 KEBABS IN FOOTIING O T� 2SLABSEAr // 8 I I 1 - rte - -� - T- � - I- -t - T � - T- - -, I - -= -1 II ❑ 1605.3.1 BA51G LOAD GOMBINATION5 U51N6 ALLOWABLE 5TRE55 DESIGN: frYPJ �, FDI I I I I I I IL'f'P,GAL BASEMENT I51_AB I I I I I 1- , D TFO (EQUATION ib-8) \ - L J - J - �P.c,bL&a 04m,2w6 pSLC;O u.J-1 - 1- _ .1 I I _ _- RAJUN6 BOLTED TO FOUNDATION D + L (EQUATION I6-Q) 4'-2" 6-4 0 - - - - - - I i 4"G HL CTED 618E L VAPOR BARRIER I I I - WALL®EACH SIDE RAILING 61 D = DEAD LOAD, L - LIVE LOAD, - - •4NIFORWCTm DW ST BASE FOLLOW RAKE of STAIR®361• � (1MIFORM_Y GRADED STONE W A MAX L T 1 ( ABOVE STAIR _ - _ �e 1 512E AssRtsATE OF�'-cOr,PACT TO 10"PAG.FOUNDATION WALL r - o - - 7I UNEXGAVA I b"P.G.SLAB W/ 4 as%° TMJ FLOOR TRU55E5 5HALL BE DE516NED TO 50PPORT THE FOLLOWING DE51C LOADS: WITH DAMPROOFJN5 ON I \ 77- / L L TED ® 12"o/G EACH Y II I TGLL = 100 PSE, TGDL = 10 PSE, AND BGDL = 5 PDF 10'x20'FOOTIN5-T.O.W. 1 I 4"P.G.5LAB(MIN.3500 P51 GONG. I ELEV.=0'-0 8" b'-6" / W/NO RIR)WITH bxb-10/10 WW.M. R EXGAVA BASEMENT ( o TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L1480 AND A TOTAL LOAD I AREAS NO STORAGE OF POOL CHEMICALS I II �4'PL.MAN�TO N I •6"6RAVEL OR UNIFORMLY GRADED I SHALL BE PERMITTED IN BASEMENT 1 1 I METAL SILL - I m "' Yi"MAX5TONE BASE III UP 14R I p W DEFLECTION OF THE LESSER OF L 1360 OR .15". 111 I I BASEMENT AREA= 1,915 SQ. FT. FLOOR DRAIN TO APPROVED m w TRUSS DESIGN DRAWING5 5HALL BE PROVIDED TO ARCHITECT AND BUILDING OFFIGIAI- AND PROVIDE SLAB EXPANSION I 1 z II DRANA6E5Y5TEM 0 APPROVED PRIOR TO INSTALLATION. TRU55 DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING 10 I I i JOINTS As NECESSARY I III //� GSE - 36.5ELF INFORMATION: FDI I I I /// \Y/ 0 5Ec ioN a .2.Id.1 ESa.Fr. I - �I L_-_- - Arlo FIRE - o II m I. DEPTH,5PAN, AND 5PAGING. I I - ❑ 2. LOCATION OF ALL JOINTS. z � 1 - - - - - - - FDI REQUIRED BEARING WIDTH5. S" I I I ( " " " „ \ 2 3 35-2 26-I I 10" 8-b 8-6 8-b 8'-b" 7-b 10 v- 4.1. TOP CHORD LIVE LOAD. I 5 3 A \ 4"SEAT 4.2. TOP CHORD DEAD LOAD. ry - I FDI FDI / 4.3. BOTTOM CHORD LIVE LOAD. I I I I I r I ( r \ r II UNEXCAVATED I "x I _ }�4°x U "LVL- " 1L7��11Q_ 5 "x '� - 4.4. BOTTOM CHORD DEAD LOAD. _ _ 4.5. CONCENTRATED LOAD5 AND THEIR POINTS OF APPLIGATION. ( 4"P.G.SLAB(MIN.3500 PSI GONG. I I I I i O 6 RD ER I L - J L J L J / O W/NO AIR)WITH bxb-10/10 W W M. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. *6'GRAVEL OR UNIFORMLY 6RADED - - - -'I \ �2I'- I I - - I 12'-0" 1 I l0" 1 5 10"P.G.FOUNDATION WALL WITH 6. EACH REAGTION FORGE AND DIRECTION. I Y2"MAX 5TONE BASE ��,/� FDI D OTIN6 TD.ON ELEV.= P.G. z 1. JOINT CONNECTOR TYPE AND DE5GRIPTION (E.6.,51ZE, THIGKNE55 OR GAGE) AND THE G II I I ( 1 TYPICAL BA5a&GOLUMN: 1 I 1 I 1 12 O i FOOTING-TAl^I EtFl.O'-0' G w DIMEN510NED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRIGALLY ' I I I ( I 'm 5 "x 6 FDI FDI Rb c6 6 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A I t2•DEEP PG.roonNS rPICAU� - - - - - - SDI V o N N "T � � LO to LO LO 10'P.G.FGIJHJDAnON WALL I I `� - - - - - Pir-� F I I 2 GALVANIZED 5TEEL PLATES. WITH DAMPRooFINs ON I I I �� I I I o S. LUMBER 51ZE,5PEGIE5 AND GRADE FOR EACH MEMBER. 1 8 10"x20'FOOTING-T.O.W I I Q. CONNECTION REQUIREMENTS FOR TRU55 TO GIRDER-TRU55, TRU55 PLY TO PLY, AND FIELD FDI ELEV.=0'-0' - 5PLIGE5. I o ( o o I 1 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I - - - - - - - - - - - - = - - - - - - rl I 2'x10'DEEP - 12'PG.Fg1f�JAnoN WALL 11. MAXIMUM AXIAL GOMPRE5510N FORGE5 IN THE TRU55 MEMBERS. L - - - 1 \\ // I I I SLAB SEAT(TYPJ I WITH DAMPRoomme ON 12. REQUIRED PERMANENT TRU55 MEMBER BRACING LOGATION5. - - \\ •/\ I 4-011 I I 9 1 1 I I . 12•124'FOOTINS-T.OA \ /// \ \ ' 10 b'-b 10, SII'-8'^l 10"[if _ 6'-6" 4 SEAT TRU55E5 SHALL BE DESIGNED IN AGGORDANGE WITH ACCEPTED ENGINEERING PRACTICE. THE `� 1 �'' I - I o 1 I I FDI DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED HOOD TRUSSES SHALL COMPLY WITH e'Pc.Fa�N°Arl°N WALL - �, IIII AN51/TPI I. THE TRU55 DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED WITH DAr�rzooFlNS I 1 i - - 4"SAT � 8'x16'P.G.FOOTING- � I •v P.O.sine MIN.3500 PSI GONG! PROFE55IONAL ENGINEER IN THE 5TATE OF NEW YORK. roJ^I ELEV.=a-0• i r-r- FDI I Ill III L 4 I I PORCH SLAB 1 - I WWMC4V HTH=4.12.0/6 E.K I TRU55E5 SHALL BE FABRICATED IN AGGORDANGE WITH THE TRL155 SHOP DRAWING5 FROM _ I •Tmv 1 FILL TO 45%DENSITY L I � L J O ° AGGURATELY GUT WOOD MEMBER5 GLAMPED IN RIGID FIXTURE5 DURING A55EMBLY TO INSURE �_ - _ - FDI I - - - - - - - - - � TIGHT FITTING JOINTS. i i \\\�/\�/ FDI J I N TRU55E5 SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND 5PAGING 5HOWN ON TRU55 DRAWING-5. THE CONTRACTOR 15 RE5PON5IBLE FOR THE MEAN5 AND METHO05 OF 6'-6" 4'-6" I 8" 23'-8" 10" 6'-b" 13'-4" 7'-4" 8" I 8" T'-b" ERECTING THE TRU55E5. THE GONTRAGTOR 5HALL ENSURE THAT ADEQUATE BRAGIN6 HA5 BEEN '- DE516NED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL 5TABILITY IN I TYI'IGAL PORCH SLAB 4 z z z z z z z z z z �o I = •4•PG.SLAB MIL 3500 PSI COW) m I PORCH SLAB ff AGCORDANGE WITH AGGEPTED INDU5TRY PRAGTIGE 5UGH A5 THE 56GA BUILDING COMPONENT _ - - - _ - - - - - •MFORLABMIN.6xb,10AO00 P51 MM o 0 0 0 0 0 0 0 0 0 `� REINFOR6ED wT16x6,a/w wwaa. RERFOR6ED wTH b.v,a/lo wru�T. 0 � u) � u) cn ch � u) w SAFETY INFORMATION (BGSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING L - J - •rArQ e FILLro95A DENSITY I •TAMP<FILL TO 95%PEN5ITY W W W W W W W W W W OF METAL PLATE CONNECTED WOOD TRU55E5. ° _ = o TRU55 MEMBER5 SHALL NOT BE GUT, NOTCHED, DRILLED,5PLIGED OR OTHERWISE ALTERED IN ANY - - _ _ - - - o WAY WITHOUT THE APPROVAL OF A REGI5TERED DE516N PROFE5510NAL. - - - - - - _ r THE CONTRACTOR 15 RE5PON51BLE FOR THE MEANS AND METHOD5 OF EREGTIN6 THE TRU55E5. F-i THE GONTRAGTOR 5HALL ENDURE THAT ADEQUATE TEMPORARY BRAGING HAS BEEN DE516NED IO INT D FOR THE IN5TILLATION OF THE TRU55E5. FDI AND 5 ALLE Z a FDI d a �' I0" 6'-2« I'-2° II'-8" I'-2" b,2.. lo„ 0 m > O elY LLJ w Iii -b" -b" O � v o CONCRETE NOTES PER BCNY SECTION 1901.4: �-»-I 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. O 2. CONCRETE FOR FOUNDATIONS AND INTERIOR SLAB ON GRADES SHALL BE NORMAL WEIGHT. CONCRETE SHALL DEVELOP A COMPRESSIVE � ZD 4 STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE SHALL HAVE A MINIMUM AGGREGATE SIZE OF 3/4", AND A MAXIMUM SLUMP OF 4 INCHES. A B w 3. CONCRETE FOR EXTERIOR AND GARAGE SLABS SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF R6 Rb APPROVED BY El cnEl 3,500 PSI IN 28 DAYS. CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4", MAXIMUM WATER TO CEMENT RATIO OF .45, PROVIDE A MAXIMUM SLUMP OF 3 INCHES. p`A��'Ca �oA.�� 4. CONCRETE EXPOSED TO THE WEATHER SUCH AS THAT USED IN FOUNDATION WALLS AND EXTERIOR SLABS, SHALL CONTAIN 5 TO 6% ENTRAINED AIR (3% AT GARAGE SLABS). TOWN OF SOUTHOLD � O 5. PROVIDE 1/8" MAX WIDE SAW CUT CONTROL JOINTS AT 18 FEET O/C MAXIMUM IN EACH DIRECTION IN ALL SLAB ON GRADES. CUT JOINTS _ r WITHIN 24 HOURS OF PLACING SLABS TO BE CUT. ®ATE ^ Z m r - - , r - - , z � 6. SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ANCHOR BOLTS, PIPPING SLEEVES, HOL.DOWN ANCHORS, ETC. SHALL BE COORDINATED BY THE GC WITH OTHER TRADES. N 1 J 1 I J 7. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS THAN 7 DAYS USING A CURING COMPOUND, L- - J L - - J L1J WET BURLAP, OR A PLASTIC MEMBRANE CURING COMPOUND, IF USED, SHOULD BE TESTED FOR ANY ADVERSE AFFECTS ON FINISHED SLABS. b'-b" 4'-6" C 8. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WITH MINIMUM YIELD STRENGTH OF 75KSI. LAP ONE MESH SIRE AT SIDES AND + U ENDS, AND WIRE TOGETHER. USE ONLY FLAT SHEETS. PROVIDE CHAIRS AT 36" O/C MAX EACH WAY TO HOLD WWF IN PLACE 1 1/2" FROM 25'-2" 26'4" 12'-a" lo'-b" 12'-b" TOP OF SLABS. 10. PROVIDE A NON SLIP BROOM FINISH TO SURFACE OF EXTERIOR SLABS AND STAIR TREADS. 11. PROVIDE A SMOOTH FORMED FINISH ON ALL CONCRETE SURFACES EXPOSED TO VIEW. REPAIR AND PATCH ALL DEFECTIVE AREAS. 62'-6" 35'-8" - 12. PROVIDE THE FOLLOWING CLEARENCES FOR REINFORCING STEEL TO: _SEP CAST AGAINST SOIL 3 4'-2° 98'-2" I,b.. S E P Q 1 ❑ EXPOSED TO WEATHER (FORMED) 1 1/2" Souino'r+?ov; _...... ........ . .. .... .. ....... ....... NOT EXPOSED TO WEATHER 1 - � " Piar,nind+3oard JOB NUMBER 13. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 32 DEGREES F. AND RISING MIN. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2016023 14. NO CONCRETE ACCELERATORS, HIGH EARLY STRENGTH CONCRETE, OR USE OF PRODUCTS WITH CALCIUM CHLORIDE IS ALLOWED. A MAXIMUM OF 10% FLY ASH OR 20% BLAST FURNACE SLAG HVAC EQUIPMENT PER MANUAL's TO BE PROVIDED BY HERS RATER. lit CONTENT BY WEIGHT MAY BE SUBSTITUTED FOR PORTLAND CEMENT. ALL CONCRETE SHALL HAVE A MINIMUM COMPRE-551VE 5TREN6TH ss ss SHEET NUMBER " `"�GT� '�' N° T RECREATION OF 3,000 P50 AT AGE 28 DAY5 MLE-55 NOTED OTHERHI5E AND FIRE EXTINCUI5HER5 TO CODE F.G.N.Y. 5ECTION • 6ENERAL GONTRAGTOR5 AND 5UBCONTRAGTORS TO REVIEW THE5E MI306.1 APPLI��RANGE Ot FOUNDATION I O� �� 1 1 15. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. COMPI-YW/MAwA<-'S' APPUAHCEssHAu.eElNsrALLEDwTH ss U /1,1\ (\`{I = SHALL BE IN ACCORDANCE WITH��%�'DURA$ILITY . C.ONSTRIIGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND REPORT 14 DEEP PRE-ENGINEERED OPEN a 006. MAXIMUM TRAVEL D 15TANGE TO MIMT SIZING 6UINIIW5 WITH HEAT!COW*EaFMEM(51ZE SHALL Nor TIE aFP AWa 1920h,WIROTEGTED 16. CONTRACTOR TO PROVIDE CYLINDER SAMPLES (3 PER TRUCK) TO BE SENT TOA TESTING REQUIREMENTS'AND TABLE 1904 22 2 OF BUILDIN6 GODE OF EXGEED LIMITATIONS) ANY AND ALL DISGREPANGIES INGLUDIN6 ANY DIMEN510NAL CONFLICTS, COf%TTBIF MA11M�,S NWATM LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY NEW YORK 5TATE 2002 ALL GONGRETE EXPOSED TO HEATHER EXTI N6U15HER = 751-011. 'MAWAL'S'AND MANUAL'COMPLIANCE CERTIFICATE 5HALL BE SUBMITTED IMMEDIATELY TO ARCHITECT FOR GORREGnVE MEA5URE5 PRIOR TO ON TIE APPI v E LAM Aw IN THE WEB TRU55E5 TO BE DE5I6NED �/ /� z BEFORE 0015%e. GON5TWIGTIOK DO NOT 5GAL.E DRAHIN65.DIMENSIONS SHALL BE K4VACRRER5 INSTALLATION 5GALE: 3/16" = 1'-0" BUILDING,ARCHITECT AND BUILDING DEPARTMENT OF THE RESULTS. CONTRACTORS TO SUBMIT DELIVERY SHALL CONTAIN b`b AIR-ENTRAINMENT ANDSHALL HAVE A INSTMTIOHS. BY TRU55 MANUFACTURER.RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. COMPRE551VE 51PEN6TH OF 3,500 P51 AT A6E 28 DAY5. PROVIDE FIRE RATED GABINET. CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. 3 MAWAL X HVAC LOAD CALCULATIONS PROVIDM BY HER5 RATERW COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WINDON 5GHEDULE A B 4_164 FACE HIA1L�i� 4� WINDOWS TO BE "ANDER5EN 51LVERLINE" 5ERIE5 3000 R6 Me STUD INTO HEADER ^� U N WIN WINDOW 51ZE HEAD HEIGHT TRANSOM 51ZE TYPE REMARKS SIMP50N L5TAI2 STRAP W/ � U U " " !HOD NAIL5 EACH END AT LJ.. .2 104-O 5-10 OA 3'-0" x 6'-0" ® 6-0" HD. HT. 3'-0" x 2'-0" DOUBLE HUNG (3) 2X6 INT. HEADER 2x6�s aAWA EACH IAOKSTiA ONE AT 5PAN5 UP TO 6 FffT •C,,, U VK 5' 6" bI-4 21'-8" 15'-6° TWO FOR SPANS 6 TO 12 FffT ONE AT SPANS<6' .� � w n v ME FOR SPAM 12 TO 16 FffT 2x6 JoV K 5=5(�1A.N), L' O OB (2) 3'-0" x b'-0" ® 8'-0" HD. HT. (2) 3'-0" x 2'-0" DOUBLE HUNG (3) 2X6 INT. HEADER TO POOL MULLED LOCATION 16 TWO 5 SPANS FROM 6'TON J .f Q r AT 5PAN5>12' '^ U > UVLf NOTe7 O"fRW15E ON PLAN N `N} '_ " '-2" @ 1'-0" HO. HT. 3'-0" x I'-0" DOUBLE HUNG 33'-0" 30'-0" C 3D x5 02, a�z EXTERIOR AND INTERIOR BEARING Q� cim � M C M WALL HEADER GONNEGTION I Q o -04 " „ R4 U ti w � OD 3-0 x 6-0 ® S-0 HD. HT. DOUBLE HUNG 14"SQUARE HBa 6 coM PERMA CAST COLUMN co LINE OF WALL® W/5QUARE FLAT GAP a OE 5'-0" x 2'-0" ® 8'-0" HD. HT. FIXED LOUNGE BEYOND BASE(OR EQUAL)(TYPJ a OF 1'-8" x 5'-2" ® 6-0" HD. HT. DOUBLE HUNG 3 "x772"PT.LOW GIRl7ER - —2"x12"—.T�0 6 — b"xb"P.T.P05T W/ �1 I I I I k w — b"xb"P.T.P05T W/ OG (2) 2'-8" x 4'-2" ® X'-X" HO. HT. DOUBLE HUNG P05T5IMPGN BG52-3/6 I I I I ( � P05T GN ANCH I P05T GAP ANCHOR d x�1 I I I I kX� POST GAP ANCHOR 4 51MP50N ABUbb X VERANDA 51MP50N ABUbb (V� OH (3) 2'-8" x 4'-2" ® X'-X" HD. HT. DOUBLE HUNG NOTE: P05T BASE(TYPJ of I i I ( o ° PoSr BASE(rYPJ _ 1 1 1 1 I I 1o'-io° 770'-10° NO DOORS FROM CLUBHOUSE I I I I I JO (3) 3'-0" x 8'-0" ® 6-0" HO. HT. FIXED TEMPERED EXITS DIRECTLY TO POOL I I I I - - - -o ENCLOSURE AREA - - -- - - - STT -I- - - - - - - - - - - _�- 5EE PLAN FOR LOCATIONS FOR TEMPERED 6LA55 - 1 I I I I I � I Q II 0 II II 0 1 ALL EGRESS WINDOWS (SHOWN MIN. 3052) HAVE A CLEAR OPENING OF 5.150. FT. OR G><EATER. CLEAR OPENING WIDTH OF 20" OR 6REATER. CLEAR OPENING HE16HT OF 24" OR 6REATER � (3) I /4"IXII4"LVL HER 4'-5" 10'-0" Q'-II" 6'-6" 1'-4" I I 4'-I I" 4'= 1 4I. I 4_77, 4. l.. 6" - = r WINDOW SCHEDULE AND 51ZE5 TO BE VERIFIED BY WINDOW SUPPLIER PRIOR TO ORDERING I5'-0"50FFIT — g 1 A 1 r N I I w NOTE "A" E 4 I 1= z - I 1 HD O O HD DN ±2" Zz ON±2" I I 2"x8" 8"FOR 2-2 HDR. 2-2 HDR P05T I I 6"xb"P.T.P05T W/ H O C) - 1 EXIT Q EXIT 51MP50N BG52-3/b Ln rc, 3030 U 5k I / I P05T GAP ANCHOR d Z DRESSING = SINK — — — — — I 17'-0" STEP CEIL I P05T BASE(TYPJ ~ 2-2X8 HDR JANITOR CL 5ERVIGE 51MP5ON ABUb6 O ►� — — ® N 4„ \ ( I LOUNGE I U FD. ' O' ' O" 5'-0' 4" 6'-0" r- 5'-6" 6" / \ 36 OCCUP. O -1 _ RF*A13 5A5 8-4' \ I 0 I 3 2"x772"P.T.LOW GIRDER r T , DOOR 5GHEDULE � � = I I � � f>:EPLAGESN \\ 4 � � � - - - - - - - - - - - � z w � 1 SHOWER N WOMEN'S ® I I O NOTE^5 26'- " `�' I PER MA CAST COLUMN ov DOOR 5 ZE14"SQUARE T C G 6" 5'-0" ill,6° 7'-10.. 6,. II'-2" FD. 4" 3'-6" �14' ,-0„ 4, 0/1 DOOR ID# E � I 'DEEP FEAR o I I I I BAT W 5(OR EQUAL)(TYP) WIDTH HEIGHT THICK MATERIAL REMARKS O O n EXIT O 1 O I 1 1 I 'v I I I ❑ ~� COVERED I o O PORCH lO 3'-0" 1'-0" 13/8" GOMPOSIT�E IIyTERIOR �r Room <r W I m I 17'-0" STEP CEIL 6' 5'-0" 6" l'-10,, 6" I 4 MULTI PURPOSE 2020 TR- 6020 TR- 2020TR O EXIT o z I ROOM 4T O OPEN 11NDER VANITY,FlAORIN6 „ (3) 2X6 INT. HEADER �Y TO CARRY TO BACK WALL.SEE 5' 6° 6" I I I — — — — — — — — — J O .91-011 &I-OD 1 3/4 FIBER6LA55 „ SHOWER DETAIL ON SHEET NG2 24 5L - 6080 FWO - 24 SL 21'-2" 6'-0" W WITH PANIC, EXIT HARDWARE (�l _ MEN'S I I I I (2�)1/3/4H"d" 15'-0'50FFIT 3" y1/" �— — _ z O ry " ry ®D. I n ( I n , n I T I LVL I (2)1%"X 4' r ON -L" O r o b - I I-2 4 8-0 4" O INT.BEARJN6 WALL LVL HDR L — — — — — — U _4010 TR - X X `N TYPICAL M05T REMOTE - _ Hp 0 1'-0" 13/4" FIBER6LA55 3010 FWO WITH 12" 5L "' SHOWER - R4 R4 DISTANCE TO BUILDING EXIT 05T /io'-o" cEr� O (2) I %a"x II Ye LvL�HDR U O — — _ DRESSING N PER 2010 NY5 BUILDING GORE \ I — _ EXIT — — — — F-" DN 14R PANIC EXIT HARDWARE — — r- \ TABLE 1016.1: 1021-1'(200' — p X 60 1GLEAR I REQ r — — Q r z 2-2X8 HD = - 4.. \ , R4 I I = „G lo" O ®FD. 3'-0' 3 5'-0' 6 6020 TR Q \ 12-0 4 8-4' 15-0' (3 2X6 INT. HEADER m - _ / -o" U I � �/ I lo'-o" CEIL 10'-0"SOFFIT � 0 U STORAGE Zz 4O 61-011 8-oil13/4 FIBERGLASS 6080 FWO — — — — — — — — — / ? 1 f \ 51 K r WITH PANIC, EXIT HARDWARE NOTE 'A' _ N _ _ — BW I -� OUTSIDE O EXIT 15'-0"CEIL I I BASEMENT F- m o EXIT GREAT ROOM � ro I I O 3/4 HOUR "G" LABEL STEEL � ACCESS 12" z TREAloo Occup. �, � ❑ O5 3'-O" 1'-0" 1 3/4" INSULATED 5TEEL FIRE RATED DOOR W/SELF 5'-b° s'2° 6" X I 11 -o STEP CEIL i c — I LIBRARY o I f d a GL051NO DEVICE 4 R4 — — — — — — — _ m HD (3) 1 /4 X 11 Ye LVL HDR INT BEARING WALL 42"H16H GUARD c,1 3 ■ ■ \ I WINE LOCKERS 18"x24" I '_ " 13 4" FIBERGLASS 8010 TR +� — 2 // \\ POS " TO&'-0* SOT"A 4 HIGH i I G�orcR�ETws� O8 11 1 l 6080 FWG O / \ 12'-0 CEA. X / \ o WINE it LOCKERS I R4 � o � - WALL ART 3010 FWO rm i b'I 6'-0" b" 28 6" 6" I 26'-8" � I 6 J 20'-6" 6"3'-0 q'-O"X 6'-0" 5.0. 3'11, " '-0" � O 3'-0" 1'-O" 13/411 FIBER6LA55 PANIC EXIT HARDWARE 10 N L _— _ r — — — — — — — — — — AGGE551BLE DRINKING FOUNTAIN: _ I I n, O r , 1 5EE DETAIL ON SHEET HG-2 FOR °�, i 1 3-2X6 I 770'-0"SOFFIT I LO I I CLEARANCE R:EQUIREMENT5 O Im I I I P05 L — — — — — — — — — — —cil -I NOTE5: 1 1 I I I ry_ l I , O m ALL GLAZING IN DOORS TO BE TEMPERED SAFETY 6LA55 L —_ J _CN 3r� o = _ _ _ _ _ oIEXIT 1 — — EXIT — ❑ ALL HARDWARE TO BE APPROVED BY OWNER I I 5'-O" O Im I 17'-0" STEP CEIL " I I�,� I I� LOUNGE � I � I I `� �, � ,� I I 17'-0" STEP CEIL 3-0' 2'-0" u' 5'-4" 4" 5'-0" 4-,L.2'-O" 4 NOTE5: L — J I FITNESS " I L — J i ry �, 18 OCCUP. I �� , I I (2)13/4 X*4" (2)13/4"X 44FE ALL DIMEN51ON5 ARE TO FRAME I I � I I O I*� I 1 - LVL HDR LVL HDR INT.B WALL O O I T.BEA N6 — I�� I = INSTALL AS PER MANUFACTURERS SPEGIFIGATIONS _ I I �� I o I o (2)1/4"x-�4" (2A X�4■ Q L J I I L`— J l cv ) cv LVL HDR LVL HDR 3'-6" 4'-0" F- r T4" 10'-0" CEIL 9 — \ ( F- C I I I A Im I \\ // COATS v / LAV. FACP z bo"CLEAR w. I�� L_OG INC mr L _ J \ , < M o0— JdJ ■ ■ Q N N 1� N rM NOTE V N V 'tt v- to to 10 to _L — J 15'-0"GEILIN6 - R4 R4 0 �Q RECEPTION ` / �FIREBLOGKIN6 MATERIALS. FIREBLOGKIN6 SHALL CON515T OF: 2-INCH (51 x N HO MM) NOMINAL LUMBER OR TWO THIGKNE55E5 OF I-INCH (25 MM) NOMINAL LUMBER EXITR4 (2)13/4" ,a" 2-2X6 HDR m 2-2X8 HDR 2 Xb HDR "WITH BROKEN LAP JOINTS OR ONE THIGKNE55 OF O.11q-INCH (18.3 MN1) WOOD INT.BEARIN6 WALL LVL HDR 1z r — - —, — ,— r= — -I10-0 CEILFID 1z 2 � OFFICE o STRUCTURAL PANEL WITH JOINTS BACKED BY O.11q-INCH (18.3 MM) WOOD -2X LI� — , r — I I l lL — U ( L_ _I L — — — J LJ I LI , „ 61x6'P.T.PosT W/STRUCTURAL PANEL OR ONE THIGKNE55 OF 0.-15-INCH (Iq MM) PARTICLEBOARD X b 3-5" '-5" 612'-0" 6' 3'-5" —3=5" 6' 12'-2 to-0' b �, I I 51M'50N BC523/b L — J O L — J= (3)2"xb°HDR (3)2"xb"HDR 2 � OST GAP ANCHOR WITH JOINTS BACKED BY 0.15-INCH (Iq MM) PARTICLEBOARD. 6YP5UM BOARD, STORAGE R4 r — , 15'-0" CEIL r — -"? (2) 13/4"X qla•LVL a sIMPSON Aeu66 VESTIBULE m r LUS�F 6 RDER 05T T3A � GEMENT FIBER BOARD, BATT5 OR BLANKETS OF MINERAL WOOL OR 6LA55 FIBER r O I s I I O I r= — -I r — I OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE I 1 I I I ° I I I (3)2X6"HDR 3 SECURELY RETAINED IN PLACE SHALL BE PERMITTED A5 AN AGGEPTABLE 15'-0" CEIL L — J L — J I LN _ _ _ HV I FIREBLOGK. BATTS OR BLANKETS OF MINERAL OR 6LA55 FIBER OR OTHER YOGA ROOM o 2-2x8 Frog I I I p 10'-0" CEIL 7 OCCUP. " 2 i O 4 MAIL ROOM �I I APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH Ya MAx TEP 11 O II I �I I N THE ►O-FOOT (3045 MM) HORIZONTAL F I REBLOGK I NG I N WALL5 CONSTRUCTED 6„ 6 L_ J L — _ — J L_ J 4'2' 6-6 4-b 24-0' 6-10 13'-0" -10" CL 4'-4" 5'-2" 3'-O" 5'-6" 5'-0" b' i I'-3" `x 1 I U51NO PARALLEL ROW5 OF 5TUD5 OR 5TA6GERED STUDS. L005E-FILL INSULATION q o �, s _ Nil I MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLE55 SPECIFICALLY TESTED IN x r- aJ � x I THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO (2)13/4 X44" (2)13/4'X*4 -cy I 14'5WARE HB46 0 0 0 0 0 0 0 0 0 0 REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT 6A5E5. THE LVL HDR LVL HDR I PER MA CAST COLUMN 6 - > > > > > > > > > I W/SQUARE FLAT GAP a III w w w w w w w w w w INTEGRITY OF FIREBLOGK5 SHALL BE MAINTAINED. o r — — r — — F� o HDr — — �r — — _ — — _ — _ ' BASE(OR EQUAU(7YP) r o I I Q I I II Q I 2"P. ._ — — — �3 "X " 1 ' R - - — — — — — — (3)2'x12"P.T. I I m m 711.2.2 GONGEALED WALL SPACES. FIREBLOGKIN6 SHALL BE PROVIDED IN LINE of PORCH l'-6" 1'-2" II'-6" I'- ' 7'-6" - 4 LOW_6JRI2EB_ — N CONCEALED SPACES OF STUD WALL5 AND PARTITIONS, INGLUDIN6 FURRED BEYOND o I I HD _ — — — — — N SPACES, AND PARALLEL ROW5 OF 5TUD5 OR 5TAC-6ERED STUDS, AS �' I I " " ■ ■ r 6 xb P.T.POST W/ 6 xb P.T.P05T W/ APPROVED I►�1 Cfa�\/�® P+�/ FOLLOW5: 51MP5ON BG52-3/6 51MP50N BG52-3/6 MP["( Y C • A. VERTIGALLY AT THE GEILIN6 AND FLOOR LEVELS. P05T GAP ANCHOR a 51MP50N AM66 5IMP50N AB%6 PLANK IfIG ?OAr.D z B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. I I I I P05T BASE(TYP) P05T BASE(TYP) w `�I I TOWU OF SOUTHOLD � } p.� 117.2.3 GONNEGTION5 BETWEEN HORIZONTAL AND VERTIGAL SPACES. I I �1 1 DAH 9 � �(p f'�Ut � w � Y FIREBLOGKING SHALL BE PROVIDED AT INTERGONNECTION5 BETWEEN I to of I w W CONGEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONGEALED c z 0 HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR J015T_) OR a TRUSSES, AND BETWEEN GONGEALED VERTIGAL AND HORIZONTAL 5PAGE5 o 5UGH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE GEILING5 AND OGGUPANGY A-3 A55EMBLY I IX x I I '• W . w `1 I Iry ryl I o � M 51MILAR LOGATION5. PANTRY = I OGGUPANT I I� �I I NOTES: H15 HER TOILETS ❑ STOR/ GOAT/ FACP I I I I • FLOORS TO BE OF 5MOOTHE-FIN15HED MATERIALLin —GAAKAu.EasE5.(") WINE STORAGE = 2 OCCUPANTS I I I I WITH NONSLIP 5URFAGE5, IMPERVIOUS TO E--� OFFICE = 2 OGGUPANT5 I I MOISTURE, EA51LY GLEANABLE AND SLOPED AT w _ _ _ — — — _ — _ LEA5Ty4" PER FOOT TO DRAINS w 10R WALL A55eflLY VESTIBULE = I OCCUPANT 4 — 0 -5/8'APPROVED 6YF5(H 130ARD -2x4 OR 2x6 511D5 AT Ib'Oc MULTI-PURP05E RM/ s'-l" 13'-10' 5-1 - 2'-0" a'-0" -b" • JUNGTI ON5 BETWEEN WALL5 AND FLOORS SHALL v� .. ... .. . -5/8'AFFROv®6YFsuM>3oARD LOUNGES - 131 OGGUPANT5 - BE COVERED AND OF SMOOTH, IMPERVIOUS o W 1r-0° 25'-0" 6'-10" i3'0° 6'-770° 12'-6° 10'-6° 12'-b' MATERIALS, FREE FROM GRAGK5 OR OPEN 0 HALLWAYS = 2 OGGUPANT5 DRSG AREAS = 4 OCCUPANTS 36'-0" 261.6" 35,-6" JOINTS F- 2 X STUD FI MDGrJN6, w INTERIOR AND EXTERIOR WALLS LIBRARY = I OGGUPANT5 4. 2.. aa'-r l 6„ �,_- • H05E BI665 SHALL BE PROVIDED WITHIN THE v FLOOR RECEPTION = 2 OCCUPANTS Ir ��-- BATHHOUSE TO ENABLE THE ENTIRE AREA TO BE m - I, _ FLUSHED WITH A 50 FOOT H05E FITNESS - 25 OGGUPANT5 i1 � ❑ SEP 0 12017 I :........... .. ............... ....... ... ... ...: ___ . ._— • H05E BIBB5 SHALL BE PROVIDED WITH JOB NUMBER RATED INTERIOR WALL ASSMEBLY ,.� TOTAL OCCUPANCY = 183 OCCUPANTS A B s,utholc TovJr, R.4 Planning BaarU ANTI5IPHONA6E DEVIGE5 I"-I'_O" oa w 2016023 GYPSUM CON5TRx1GTION SHALL COMPLY -COMBINATION EMERGENCY EXIT 516N AND LIGHT WITH BATTERY BAGKUP WITH NY5 BUILDING CODE 5EGTIONS AND MI306.1 APPLIANCE GLEARANGE: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW U) SHEET NUMBER FIRE EXTIN6U15HER5 TO CODE F.G.N.Y. SECTION TABLE5 250b,AND 2506. NOTE"X": 6A5 FIREPLACE TO BE SELECTED APPLIANGE5 SHALL BE IN5TALLED WITH THE THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM Q -AUTOMATIC EMERGENCY L16HTING SHALL BE INSTALLED IN THE ENTIRE INTERIOR AND EXTERIOR 6LAZING NOTE A: 5HADED AREA DENOTES RECREATION = EXIT SEE SHEET HC-2 & 3 BY OWNER AND SHALL COMPLY WITH O O GLEARANGES FROM UNPROTEGTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIEs FLOORPLAN 0- q06. MAXIMUM TRAVEL DISTANCE TO BUILDING TO ILLUMINATE ALL EXIT ACCESS CORRIDORS,STAIRWAYS, SHALL COMPLY WITH NYS BUILDING WIDTHS OF 2x BLOCKING BEThEEN CMD -CARBON MONOXIDE PR01/IDE 51MP50N HDU2 HOEDOWN W/ NY5EGGG 5ECTION 1032 AND 2010 FUEL INCLUDING ANY DIMENSIONAL CONFLIGTS IMMEDIATELY TO " ASSEMBLY 5PAGE5,EXITS,AND EXIT PATHWAYS,BOTH INTERIOR AND FOR HANDICAP CLEARANCES P/8'm BOLT INTO FOUNDATION AT CODE SECTIONS Ill 2403,2404, STUDS.SEE SHIN H N FOR GRAB BAR 6A5 CODE 5EGTION5 S2 601.2 ® THE AP LIAN MATERIALS A5 INDICATED ON ARCHITECT FOR CORRECTIVE NEA5URE5 PRIOR TO " _ I " Z DETECTOR EXTINGUISHER = 15-O . PRIOR 2406,AND 2401. MOUNTING HEIGHTS AND LOCATIONS THE APPLIANCE LABEL AND IN THE GO%TRUGTION.DO NOT 56ALE DRAWINGS.DIMENSIONS SHALL BE SCALE: 3/16 - I -O FLOOR AREA= 6286 5Q.T. BUILDING. c)BOTTOM OF DOUBLE STUD POST 604.1,AND 6042. COVERED PORCH AREA= 1,282 SQ.FT. (qPROVIDE FIRE RATED CABINET. -ILLUMINATE EXIT 516N5,WITH BATTERY BAGKIP,SHALL BE IN5TALLED LOCATIONS INDICATED"HD'ON PLAN, MANUFAGTURER5 INSTALLATION IN5TR IGTION5. CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. MAIL ROOM AREA= 2677 5Q.FT. w OVER ALL EXIT DOORS SEE DETAIL I/R3. 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I I I E U N 7 TRE- B PBZ TF ROOF V U N slr,Psor+SRr46-TEL �W in' 0) cL, MTs STRAPPN6(LENGTHS Vnar) L- L ooNTIW6 KALL VEATHM To TOP ofTw-6Hm N N ■ V � � rn +- WM FEI6HT VARIES-5EE TR%DRAKNFfi FOR A &HE"EL HEI6HT5 CLW �c co c W M N N 00 U 00 12 N M VAR157-7 Q- A g eVrrER R6 - 2 V FASUA EV RS tr ' o VENTM'A rL SOFF 2"x12"P.T. Fr---=TF- (37-2 xf2 P.T0-II^ 6 11 (I-7 15'-0"PL.HT. L J IL A L A L 4 LEADER To ORrP4ELL- ( I 15'-0"PL.HT. I � I I'-4' DETAIL 1 °H. I NOTE "R.' I I O.H. NOT TO SCALE °- I ALIGN FASCIAS � 15'-0"PL.HT. R � � z s W J _o 8-8d NAIL5 a tf 21 a J - 1-IOd NAILS TO TRU55 o I z: U 51MP50N MT5 TW15T o�'o � - - - STRAP AT EACH TRU55 ( (- - -��_�� -�1 - - - -i Op I I Ln ° 2-2Xb L5L TOP PLATE AT O (� INTERIOR BEARING WALL5 10'-0'PL.HT. - o Z) 51MP50N Hb TIE A EACH ALIGN FA- 1'-4" I I //// \ I I // I I I'-4' ° 5TUD NOT CONNECTED - - -_ _ J �- _ J -I _ o DIRECTLY TO TRU55 _ ° _ o I O b-ed NAILS ° I Ir I I 6 jI I U l-IOd NAIL5 TO DOUBLE TOP ( f ��a 11 I��i II I PLATE OR NAIL DIREGTLY TO - I JJ I " III ( 4 I I I I I-L J-1 I I j o lo'-0"PL.HT. ❑ I 11 I ~ STUD IF ALIGNS UNDER TRU55. 10`-0'PL.HT. I I �� II U5E IN COMBINATION ONLY WHEN 5TUD5 AND DETAIL 2 I I - - - - - r�� - - - - -�+- r 2 'RAFTERS DD NOT ALIGN I I ( _ I I _ - - - - - - - - - - I r � r IF NOT TO SCALE R 5 I'-4" I I I I ) �� - -� 7' �\ - - - - - - - - -I O.H. III - , u GONTINUOU5 b" I I 12 'yo I - _ - - - I i / 8r I 1 I I 12 ISI (R-la)BATT �{ 617- % I Z ^ O I L - - - - I -I- - - - - JL - - - - - -- -1 /�� 12 8 o.H. c� iyl r -1J-2Xb L5L TOP -1 I I / � I Oil I PLAFF AT INTERIOR o C� I I I a I w / _ I s�ARING WALL(TYP) cr ryr I I I I X I U) z II I I"-L I 2- cb LSL T4P I I I rvr �Q �I I O / PLATE AT INTERIOR I I U CEILING J015T5 IIII ��e I _ - - I LL_ _T j /�^ BEARING WALL(TYP) I I I 0 C ) PER PLAN 1 1 I I - S \ I V _ � � LL I I I INT.BEARING WALL I I_ F- I T Z ...._.. . - 6YPRH BOARD I J� I / sy ��- - - II i I I \ / q II I II �� I I I I I ❑ PER PLANS I q� a"(R-30)BATT I \ _ _ _ _ ► I I I I T -t I BETWEEN CEILING FDI I III A _ _ =o _ _ I�= J L � �L J015T5 L- - - - - - - - - - - - - - - - - - - - - - - - r -1U 111 10'-0"PL.HT. r TW. FLAT CEILING @ ATTIC DETAIL 3 6-6 O.H. rRusS RIDGE W/PENT z _ - / 2-2X6 L5L TOP - I- - � L - - - - -I - T- � - 1- -I - T -I - T -1 -- T- -I 1- -I 12 12 PLATE AT INTERIOR � � INSULATION DETAIL NOT TO SCALE R5- �= �, I 8� BEARING WAS ) ALI6N TRU55 RID6E5 8 -' Oil WOOD ROOF TRU55 5PEGIFIGATION5: - - - - - INT.BEARING WALL ROOF TRU55E5 5HALL BE DESIGNED FOR THE FOLLOWING LOAD GOMBINATION5 USING ALLOWABLE 5TRE55 \ DE516N PER 5EGTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I \\\ /\ /// SEE 2/R5 FOR L� L J I I I �r 1� III m STRAPPING(TYP) I I TRU55 RIDGE W/VENT I 1)I- IIO'-0"PL.HT. 1605.3.1 BA51G LOAD GOMBINATION5 U51N6 ALLOWABLE 5TRE55 DE516N: I �QC�� NOTE °R" 11 I 0 II 1 ❑ D (EQUATION IS S) r N I ALIGN FASCIAS D + L (EQUATION ib-a) 0 + 5 (EQUATION I6-10) r I I I I III I D + .6W (EQUATION I6-12) 1'_4, �j i I I I - -� - I 4 o IIII D + 0.-15 (.6W) + 0."15 5 (EQUATION 16-13) O.H. I ��`e IIII /r/ \/ \\\ o � � � � � � I I N i I / ❑ D = DEAD LOAD, L = LIVE LOAD, 5 = SNOW LOAD, W = LOAD DUE TO WIND PRE55URE. WIND LOADIN65 SHALL I� I N I " BE DETERMINED IN AGGORDANGE WITH GHAPTER 26 TO 30 OF A5GE 1-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASK DE516N WIND SPEED) IN EXP05URE CATEGORY B. IIII �, zl I 2-2Xb L5L TOP R106E �8 I W N PLATE AT INTERIOR W/'VENT O �-O' w M o o co o ai o ROOF TRU55E5 SHALL BE DE516NED TO 5UPPORT THE FOLLOWING DE516N LOA05: 12 � o ,� BEARING WALL(TYP) y� I z Q N N - N - .•- m TGLL = 20 P5F PLUS UNBALANCED SNOW LOADING,WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR IIII 8r z I I �� I - - - - - y _ _ /- If RING WALL - \ - - - _ _ N s 0'H' N BUILD UP LOADS A5 REQUIRED BY A5GE`i-10 , TGDL = 15 P5F, BGLL=IOP5F, AND BGDL = 10 P5F. PROVIDE III I INI �9- i ��TI� ��(�� - - - �� - - �� - - - ❑ ADDITIONAL 25PLF TGDL ON AREAS OF TRU55E5 THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC GELL5. ' TRU55E5 SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LE55ER OF L1360 OR .15". G I I q RO INI � "L z 12 INI I I � ► I FDI I I I I ` Rb TRU55 DE516N DRAWIN65 SHALL BE PROVIDED TO ARGHITEGT AND BUILDING OFFIGIAL AND APPROVED PRIOR 15'-0"PL.HT. 8� _ _ _ _ _ I I >,- TO TO IN5TALLATION. TRU55 DESIGN DRAWIN65 5HALL INCLUDE THE FOLLOWING INFORMATION: i I i - L- - - - - J I i i I rT ALIGN FA5GIA5 I. DEPTH,5LOPE (IF ANY), SPAN, AND 5PAGIN6. III I 5EE 2/A4 FOR 2. LOCATION OF ALL JOINTS. ( I I �_ - N R 3. REQUIRED BEARING WIDTH5. 2-2X6 L5L TOP STRAPPING(NP) - I PLATE AT INTERIOR Fr -F-- TOP CHORD LIVE LOAD OR SNOW LOAD. I I BEARING WALL(TYP) r�- - _ _ _ __ _ rj- I L J 4.2. TOP CHORD DEAD LOAD. I _ INT.BEARING WALL (- - , F- - 4.3. BOTTOM CHORD LIVE LOAD. 40. 4.4. BOTTOM CHORD DEAD LOAD. I I i \\\ /\ /// SEE 2/R5 FOR I I I I I i I I L IIII I 4.5. CONCENTRATED LOADS AND THEIR POINT5 OF APPLICATION. w ,� I L� v 5TWPIN6(TYP) I I I I I I I I '4" 4.6. CONTROLLING WIND LOADS. -'o � � '�' �' 12 I 5. ADJU5TMENT5 TO LUMBER AND JOINT CONNECTOR DESIGN VALUE5 FOR GONDITION5 OF USE. 2'-0" I I I 8 _�_ -- I- - _- _-_-_-_ L& J 6. EAGH REAGTION FORGE AND DIRECTION. OH o -1 I I IIII IIII J I NOTE "R" 1. JOINT CONNEGTOR TYPE AND DE5GRIPTION(E.6.,51ZE,THIGKNE55 OR GAGE) AND THE DIMEN510hED LOCATION _ _ I I � 66 OF EACH JOINT CONNECTOR EXCEPT WHERE 5YMMETRIGALLY " I I I u I I LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 6A MIN THICKNESS GRADE A GALVANIZED STEEL l0-0 �' - I 0Fn 0 0 0 0 0 0 0 0 0 _ J I o I I LL �-1 o I I I r- �1 I I 1'-4" - � - -�- - - I I O.H. 5 > > > > > > > > > - - - - - - - -a IS'-0'PL.HT. s PLATES. I i -- - - - - - - - - - -- - - - - - -I-T- - �\� /\�/// � I lo'-o'PL.HT. �' J p ,� I i I 8. LUMBER 51ZE, 5PEGIE5 AND GRADE FOR EAGH MEMBER. `�. GONNEGTION REQUIREMENT5 FOR TRU55 TO 61RDER-TRU55,TRU55 PLY TO PLY, AND FIELD 5PLIGE5. I � I N R 10. DEFLEGTION RATIO FOR LIVE AND TOTAL LOAD. o I I ( ( I I 11. MAXIMUM AXIAL GOMPRE55ION FORGE5 IN THE TRU55 MEMBERS. P-4' I N I e I� " " I I'-4" ALIGN FA5GIA5 I I I I I I lo'-0"PL.Hr. LO 12. REQUIRED PERMANENT TRU55 MEMBER BRACING LOCATIONS. O•H, I -� NOTE R ry I O.H. O ( -i a I� 8 � - TRU55E5 5HALL BE DE516NED IN AGGORDANGE WITH AGGEPTED ENGINEERING PRAGTIGE. THE DESIGN AND 15'-0"PL.HT. - _ - _ _ _ _ N `� 16-41 MANUFAGTURE OF METAL-PLATE-GONNEGTED WOOD TRU55E5 5HALL COMPLY WITH AN51/TPI 1. THE TRU55 DE516N ► it i DRAWINGS 5HALL BE PREPARED AND STAMPED BY A REGISTERED PROFE5510NAL ENGINEER IN THE 5TATE OF t� 2"x12"P.T. ", " I I II I I z �( = 1'-4" IL J LQl^iF1RDE IL JI -L GIRDER J I I I - - - - -_- I I I 2 U NEW YORK. -o O.H. � � 15'-0'PL.HT. �I ROOF TRU55 DESIGNER TO ADJUST HEEL HEIGHTS,OVERHAN65,AND ROOF PITGHE5 50 THAT FA5GIA5 AND RIDGES ALIGN A5 5HOWN ON ELEVATIONS AND 5EGTION5. I j F--� Y r1 12 r �1 W a W TRU55E5 5HALL BE FABRIGATED IN AGGORDANGE WITH THE M55 SHOP DRAWIN05 FROM ACCURATELY GUT di ALIGN FASCIAS 15'-0'PL.HT. �I - 1�2 - -�8 _ I� 15-0 PL.HT. WOOD MEMBER5 CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO IN5URE TIGHT FITTING JOINTS. - 1' o ❑ o TRU55E5 SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND 5PAGIN6 5HOWN ON TRU55 DRAWIN65. 2'-0' 0 0 2'-0" C Y W n THE GONTRAGTOR 15 RE5PON515LE FOR THE MEAN5 AND METHODS OF EREGTING THE TRUSSES. THE AREA OF ONE ROOF 0,H J O.H. n �, D BY ❑ O CONTRACTOR SHALL EN5URE THAT ADEQUATE BRAGING HA5 BEEN DE516NED AND IN5TALLED TO PREVENT :`::I: BUILT OVER ANOTHER iL ❑ - J M ROTATION AND PROVIDE LATERAL 5TABILITY IN ACCORDANCE WITH ACCEPTED INDU5TRY PRAGTIGE 5UGH A5 I° °�I F'112. NNING V0Ar.1) /Wy THE 55GA BUILDING COMPONENT 5AFETY INFORMATION (BG51) GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 8 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5. X X I'O1,HJu'� O;� SCCS'U�O'�D PROVIDE APPROPRIATE GONNEGTOR AT BEARING POINTS OF ALL ROOF TRU55E5 TO RE515T UPLIFT LOADS DATE a� mol � w 5HOWN ON TRU55 DRAWIN65. NOTE "R" Z Q A B TRU55 MEMBERS SHALL NOT BE GUT, NOTCHED,DRILLED, SPLICED OR OTHERWI��E ALTERED IN ANY WAY WITHOUT R6 <' 'C C5 0 . cUn THE APPROVAL OF A RE6151ERED DESIGN PROFE5510NAL. I ( ' W n ❑ THE CONTRACTOR 15 RE5PON51BLE FOR THE MEANS AND METHODS OF EREGTING THE TRU55E5. THE GONTRAGTOR U 5HALL EN5URE THAT ADEQUATE TEMPORARY BRACING HA5 BEEN DE516NED AND IN5TALLED FOR THE IN5TILLATION OF THE TRU55E5. w ILI ILJI D C� [� �� I U L - J L _ J -- p___ __. .. � NOTE: 4 0 " i ROOF TRU55 DE516NER TO VERFIY ALL ROOF PITGHE5 AND HEEL HEI6HT5 TO SEP I 2017 ❑ IN5URE THAT ALL FA5GIA BOARDS ALIGN WHERE NOTED. S0u?n01tl Tardn :............ ....... ................... .. ......... Planning Board JOB NUMBER 1507.2.8.2 ICE DAM MEMBRANE w2016023 NOTE: A MEMBRANE THAT GON515T5 OF AT LEAST 2-LAYER5 OF UNDERLAYMENT 6UTTER5 I LEADER5 11 NO" "R°: Q SHEET NUMBER CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN 5HEET ALL GUTTERS $ LEADER5 SHALL BE BAKED ALUMINUM .052 MIN. 6AU6E, 6UTTER5 INSTALL IGE 4 WATER SHIELD RECREATION SHALL BE U5ED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE SAVE EDGE SHALL BE 5" 5EAMLE55, O.G. 5TYLE H/ ALL RELATED 4 REQUIRED AGGE55ORIE5. PER MANUFAGTURER'5 PRE-ENGINEERED ROOF TRU55E5 ROOF PLAN 0- TO A POINT DIMEN51ONED HORIZONTALLY 24" IN510E THE EXT. HALL LINE OF THE LEADER5 5HALL BE MIN. 2"0', .027 GAUGE W/ GLIP5 ANGHOR5. GAULK 4 5PEGIFIGATION5 TO MAINTAIN DE516NED BY TRU55 ENGINEER. 5EE z TRU55 NOTES 5HEET R5. SGAI_E: 3/16" = I'-o" BUILDING 5TRUGTURE 4 AT ALL GRITIGAL VALLEY 4 HALL TO ROOF INTER5EGTION5. SEAL ALL JOINTS. PITCH CUTTER5 MIN. 1/&"/FT. PROVIDE P.V.G. REGEPTOR5 8" PRODUCT WARRANTY w R 5 ABOVE @RADE TO REGEIVE LEADER5 (GLO5ED GAP DE516N). ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Job runs cuss ype ty y Harvest Pointe a-2 180108038 PB10 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC m 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:47:04 2018 Page ID:TmRpBZYRhBBIxRjn5DeRgMzz679-41 yL2zcs5HfBHa2Pu1 G1vlDw?wkcmQU9aM_gTWzrg5 17-1-1 17-1-1 Scale=1:28. I 5x6= 44= 7.00 12 r 3 4 5 5.7 12 I7 15 7 f o T 1 T T TIN 3 2 8 1LJ Di 9 m o 66 3x4= 14 13 12 11 10 3x4= 0-9-12, 16-1-9 17-1-1 , 0-9-12' 15-3-14 0-11-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015fTPI2014 Matrix-S Weight:57 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling.directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-2-0. (lb)- Max Horz 1=34(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)1,9,2,8,13,12,11,14,10 Max Grav All reactions 250 Ib or less at joint(s)1,9,14,10 except 2=271(LC 30),8=322(LC 30),13=421(LC 29), 12=528(LC 29),11=396(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-13=-371/80,5-12=-459/102,6-11=349/74 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,9,2,8,13,12,11, 14,10. 10)This truss is designed in accordance with the 2015 International Residential.Code sections R502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW y OpHER .;C_ n 6630E A�OFEssioNP� Job russ Truss Type Uty Ply Harvest Pointe B-2 180108038 PB11 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:09 2018 Page' I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-R?m E5hf?wgHTNLwMharDcLxn8xRKRhkukeib9jzrg5� 5-1-8 10-10-4 17-1-1 5-1-8 5-8-12 6-2-13 Scale=1:28. 3x4= 3x4= 2x4 11 4 13 5 14 6 2x4 III 7.00 12 11 7 5.75 LL2 3 T T 3 T T 15 2 8 1 9 � o Ir 4L 0 0 3x4= 12 11 10 3x4= 2x4 11 2x4 11 2x4 11 0-9-12, 16-1-9 17-1-1 '0-912' 15-3-14 0-11-8 Plate Offsets(X,Y)-- [4:0-2-0,Edgel,f6:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:59 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-2-0. (lb)- Max Horz 1=-59(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)2,8,12,11,10 except 1=-131(LC 38),9—1 90(LC 30) Max Grav All reactions 250 Ib or less at joint(s)1,9 except 2=379(LC 30),8=532(LC 30),12=394(LC 38),11=468(LC 29),10=425(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-12=-314/79,5-11=-405/81,7-10=350/106 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8,12,11,10 except Gt=lb)1=131,9=190. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��pF NEl�yy C.�P (OPHER G .O'A,r r_ tr n LU 56308 � V� AROFESSI�NP Job rusS truss rype Qty Ply Harvest Pointe B-2 180108036 PB12 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:47:13 2018 Page ID:TmRpBZYRhBBIxRjn5De Rg Mzz679-Jm?Ix2iV_2nvsyE8wQw9nB5TiYowNVbUfGgpl Uzrg5 7-2-24 16-1-1 7-2-2 1-2-1 7-8-14 Scale=1:28. 3x4= 2x4 I I 3x4= 4 I� 5 6 I 0 6 Li 5.75 Ll2 7.00 12 13 2x4 II 7 2x4 II - 3T r INC 1 1 2 F1 F119 Li 131 LJ 19 12 0 3x4= 11 10 9 8 2x4 11 2x4 11 2x4 11 4x8 0 9 12 15-7-9 6 1- 0-9-12 14-9-13 -5- Plate Offsets(X,Y)-- f4:0-2-0,Edgel,f6:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:60 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: W4:2x6 SP No.2 REACTIONS.. All bearings 16-1-8. (lb)- Max Horz 1=-77(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)1,2,11,9,12 Max Grav All reactions 250 Ib or less at joint(s)1,12 except 2=310(LC 30),10=310(LC 36),11=473(LC 38), 9=547(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=395/119,7-9=-462/148 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,11,9,12. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEW LOAD CASE(S) Standard n ` 663016 ti A�4OFESSIONP Job rusS russ ype Qty Ply Harvest Pointe B-2 18010803B PB13 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:19 2018 Page' ID-TmRpBZYRhBBIxRjn5DeRgMzz679-8wMOC6nGZuY2athHGhlZOSLWpzsFnDGM1 C77V8zrg51 7-8-8 22-1-8 7-8-8 14-5-0 18 5.75 12 Scale=1:41. 7.00 12 17 5.c 19 5 4x 3 T T 6 6= 4x4= 5.81 12 7 Icv pp 0 T T 41 r T 1 2 9 10 to 0 I�I� o p' 3x4= 16 15 14 13 12 11 3x4= 3x4= Ng-11 a 21-2-2 22-1-5, 9-1 20-4-6 0-11-6 Plate Offsets(X,Y)-- (4:0-3-7,0-2-81,(6:0-3-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 23.1 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:86 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except T2:2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):6-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-2-7. (lb)- Max Horz 1=-92(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)1,10,2,16,14,12,9,11 Max Grav All reactions 250 Ib or less atjoint(s)1,10,2,11 except 15=342(LC 21),16=369(LC 18),14=480(LC 32), 12=389(LC 31),9=365(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-16=-311/128,5-14=-414/136,7-12=-335/70 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,10,2,16,14,12,9, 11. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. OF NEW 12)Graphical purlin,representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� W k P LOAD CASE(S) Standard �� `_,O?"ER G 56308 . A�OFESSIONP. Job russ Truss ypety y Harvest Pointe B-2 18010803B PB13A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:47:24 2018 Page' ID:TmRpBZYRhBBIxRin5De Rg Mzz679-VtAvFprPORALheaF3 Edkj W2G9_Y2STu6BUquBMzrg51 7-8-8 9-11-11 15-1-0 22-1-8 7-8-8 2-3-3 5-1-5 7-0-8 Scale=1:36. 5x6 5.75112 4 5 4x6= 2x4 11 3x6-- 8 2x4 I 7.00 12 8 Fi a I 5.81 12 2x4 I U 15 it 1 3 T TT IL26 4 T 1 2 9 10 m 0 Ir I� - - - o 3x4 15 14 13 12 11 3x4= 2x4 11 2x4 11 2x4 11 3X4 2x4 11 0-9-12 21-2-2 22-1-8 0-9-12 20-4-6 10-11-6 Plate Offsets(X,Y)-- (4:0-3-7,0-2-81,(5:0-3-0 Edgel (7:0-3-0 Edgel LOADING(psf) SPACING 1-7-3 CSI. DEFL. in (loc) IUdefl Ud PLATES GRIP (GrouTCLL 23.1 Plate Grip DOL 1.15 TC 0.66 Vert(LL) n/a n/a 999 MT20 197/144 TCDLnd Snow=15 0 Lumber DOL 1.15 BC 0.18 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code IRC2015/fP12014 Matrix-S Weight:84 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except T2:2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-2-7. (lb)- Max Horz I—92(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)1,2,14,15,13,11 except 10=-429(LC 32),9=-115(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,10,2 except 14=437(LC 32),15=366(LC 18),13=443(LC 31),- 11=555(LC 32),9=796(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-18=-48/257 WEBS 4-14=-369/77,3-15=-309/127,6-13=-388/87,8-11=462/138 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C.Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C.for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have,been considered for this design. 5)Provide adequate drainage to prevent water ponding: 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8),Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,14,15,13,11 except(jt=lb)10=429,9=115. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NE1�Y LOAD CASE(S) Standard �.�P GOPHER G O,Q� r n ` 56308 v AROFESS10t' Job cuss Truss Type Qty 7yHOai estPointe a-2 180108038 PB14 GABLEb Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:29 2018 Page ID:TmRpBZYRhBBIxRjn5DeRgMzz679-rrzol WvYDzoenQSCsnCvQZm9H?FQ7kBrKIYfsZzrg5I 8-4-5 12-0-11 21-2-7 8-4-5 3-8-6 9-1-12 Scale=1:38. 3x4= 3x4 4 % 19 Io 18 I N 0 7.00 12 7 3 5.81 12 T 20 T 3 8 17 T T T 12RI F1 U Li i� 0 10 Iui W L 0 3x4— 15 14 13 12 11 4x8 9 3x4= 0-9 12 20-8-15 23-1-14 0-9-12 Plate Offsets(X,Y)-- r4:0-2-0,Edge),(6:0-2-0,Edge) 19-11-3 2-4-15 LOADING(psf) 23 1 SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP CLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) 0.02 10 n/r 180 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.16 Vert(CT) 0.00 10 n/r 80 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 16 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:86 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6,9-16. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21.-2-14. (lb)- Max Horz 1=105(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)15,14,13,11,16 except 1=-459(LC 38),2=-152(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=867(LC 30),15=589(LC 38),14=359(LC 29),13=463(LC 30),11=375(LC 30),16=430(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-119/302,9-16=-430/111 WEBS 3-15=-480/137,5-14=-302/46,7-13=-392/116,8-11=342/98 NOTES- 1)Wind:ASCE 7-10;Vu It=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. . 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,14,13,11,16 except Qt=1b)1=459,2=152. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and r NEjN). standard ANSIIrPI 1. 0?V1ER G 0 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult quafifie b t�� designer. Q- 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor * V LOAD CASErS) Standard m 56308 ARORESS01 Job cuss I russ Type Qty Ply Harvest Pointe B-2 18010803B PB15 GABLE 12 1 Job Reference(optional) Universal f=orest Products,5631 S.NC 62,Burlington,NC - 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:47:32 2018 Page, I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-GQfxwYxQVuBCetBnXvmc2COhBCH LK59HOjmJTuzrg5 10-0-7 21-2-7 10-0-7 11-2-0 6x6 Scale=1:42. 4 7.00 12 2x4 II 2x4 11 5.81 Ll2 5 15 3 T T 2 2x4 11 6 T T T 12 R1 r1l 0 0 I� _7 oI^ o 0 3x4= 13 12 11 10 9 7 2x4 11 2x4 11 2x4 11 3x4= 2x4 11 4x8 Q-9-12 20-8-15 23 1-14 0-9-12 19-11-3 T2 4-1� Plate Offsets(X,Y)-- [4:Edge,0-3-81 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.02 8 n/r 180 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 8 n/r 80 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:88 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-2-14. (lb)- Max Horz 1=-128(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11,9,14 except 1-323(LC 21),2-148(LC 11),13=-1 13(LC 11) . Max Grav All reactions 250 Ib or less at joint(s)1 except 2=569(LC 21),12=276(LC 21),13=460(LC 21),11=350(LC 4),9=257(LC 2),14=301(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-14=-301/123 WEBS 3-13=-348/160,5-11=273/146 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0,psf;h=24ft;Cat.[[;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber.DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);.Category Il;Exp B;Partially Exp.;Ct_=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)14 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1.00 Ib uplift at joint(s)11,9,14 except(jt=Ib) 1=323,2=148,13=113. 10)This truss is designed in accordance with the 2015 International Residential.Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b OF NEIV Y designer. C'CQ �OpHER G O,Q� LOAD CASE(S) Standard �� r V LU 66308 V AROFESSIONP Job cuss russ ypeQty yHarvest Pointe B-2 180108038 Tot - . COMMON 6 1 Job Reference optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:35 2018 Page ID:TmRpBZYRhBBIxRjn5DeRgMzz679-g?K3Ya JopZnVLvMC2JJgq?8TQF_XRfjjh?z3Dzrg5 �0-11-q 7-1-0 14-2-0 15-1-0 0-11-0 7-1-0 7-1-0 0-11-0 44= Scale=1:37. 3 9.00 12 9 10 3x10 3x10 2 4 5 v . . I? 8 7 3x6 11 48=. 6 3x6 11 0 4- 2 7-1-0 13-9-4 1 2 0 01441 2 6-8-4 6-8-4 0-4- 2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in I/dell Ud PLATES GRIP TCLL 23.1 (loc) (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.07 7-8 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 7-8 >999 360 Weight:84 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x6 SP No.2 REACTIONS. (Ib/size) 8=597/0-478 (min.0-1-8),6=597/0-4-8 (min.0-1-8) MaxHorz 8=-1 51(LC 9) Max Uplift8=-59(LC 11),6=59(LC 12) Max Grav 8=605(LC 2),6=621(LC 22) FORCES. (lb)-Max..Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD• 2-9=558/315,3-9-408/333,3-10=-383/333,4-10-533/315,2-8=-548/299,4-6=-548/299 BOT CHORD 7-8=-185/370,6-7=-1 52/279 WEBS 3-7=-253/214 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end.vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib"uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW y �<P.,'OPHER per: 1 . . S630a AR OFESSIO�P Job rUss SS ype ty 7job rvest Pointe B-2 180108038 T01GE Tr OMMON SUPPORTED GAB. 1 Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:38 2018 Page' ID:TmRpBZYRh BBIxRjn5DeRgMzz679-4aOCBbOB5kxMMoextAtOHTdnbdM5kpY9PfDdgYzrgE 0-11-0 7-1-0 14-2-0 15-1-0 0-11-0 7-1-0 7-1-0 0-11-0 4x4= Scale=1:33. 6 5 7 9.00 12 4 8 T 1. T T 9 3 2 T T 10 T T 11 v 20 19 18 17 16 15 14 13 12 O 412 14-2-0 0-4-f 2 13-9-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 10. n/r. 180 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 10 n/r 80 BCDL 15.5.00 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 BCDL 10.0 g Code IRC2015/TPI2014 Matrix-R Weight:t:92 Ib FT=4/0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2. end verticals. WEBS 2x6 SP No.2 BOTCH OD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-8. (lb)- Max Horz 20=-1 51(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,17,18,15,14 except 20—122(LC 7),19=-128(LC 8), 13=-1 14(LC 12) Max Grav All reactions 250 Ib or less at joint(s)20,12,16,17,18,19,15,14,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,17,18,15,14 except(jt=1b)20=122,19=128,13=114. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11 A and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWy to e_ 2tP Snob AROPESSI614 Job mss mss Type ply Harvest Pointe B-2 180108036 T02 COMMON 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,'Inc.Thu Jan 2512:47:41 2018 Page' I D;TmRpBZYRhBBIxRjn5DeRgMzz679-V9iLpd23OfJxDGN WZIQjv5 FCygGwx50c5dSlHtzrg5 110 6-2-4 12-1-0 17-11-12 24-2-0 5-1- 11- 6-2-4 5-10-12 510-12 6-2-4 11- 5x8= Scale=1:60. 9.00 12 5 46 4x6 4 6 44 4x4 Q 3 7 W3 3x4 11 2 5 3x4 11 2 8 ' B2 N9 I 1312 11 10 46= 3x8= 46= 4x4= 0-f1-,12 13-5-0 24-2-0 0-4- 2 13-0-4 10-9-0 Plate Offsets(X,Y)-- [4:0-3-0,Edge],[6:0-3-0,Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.1412-13 >999 480 MT20 197/144 (Ground Snow=30'.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2812-13 >559 360 BCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind LL 0.28 12-13 >564 360 Weight:175 Ib FT=4% BCDL 10.0 ( ) 9 LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at micipt .3-12,5-12 WI:2x6 SP No.2 REACTIONS. (Ib/size) 12=900/0-6-0 (min.0-1-8),10=479/0-6-0 (min.0-1-8),13=585/0-4-8 (min.0-1-8) Max Horz 13=220(LC 9) Max Upliftl2-56(LC 11),10=-74(LC 12),13=68(LC 11) Max Grav 12=944(LC 2),10=519(LC 22),13=605(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-444/461,7-8=-393/169,2-13=-422/360,8-10=414/168 . ; BOT CHORD 12-13=-134/395 WEBS 3-12=-333/215,5-12=-280/1,7-12=-331/205,3-13=-274/119 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat..Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10,13. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard O NEW y . O r � n S63U8 � PE S1 Job russ russ ype t y y Harvest Pointe B-2 _I8010803t3 T02GR COMMON GIRDER 1 2 Job Reference o tional Universal Forest Products,5631 S.NO 62,Burlington,NO 8.180 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:47:48 2018 Page' ID:TmRpBZYRh BBIxRjn5DeRgMzz679-oVd_H08SkpCxZKPsTG2Mha2O8fdJ48 EeiDe9Ozzrg4 -Q-11 r0 6-2-4 12-1-0 16-0-3 19 11-3 1-5 24-2-0 0-11-0 6-2-4 5-10-12 3-11-3 3-1 4-2-11 9.00 F1 �i 4x6', Scale=1:70. 4 15 6 16 4x6-� 7 4x4 3 44Q 8 5 2x4 I I 2 3x4 11 9 2 14 13 1712;18 11 19 _20 . 2110 46= 3x8=5x12 MT18H= 4x10= 10x12= 0 A d2 13-5-0 18 7-t2 , 24-2-0 0-h'12 13-0-4 5-2-12 Plate Offsets(X,Y)-- [4:0-3-0,Edge],f6:0-3-0 Edgel f7:0-1-0 0-1-.121 TOADING(psf) 23 1 SPACING- CLL1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.0713-14 >999 480 MT20 _197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.11 11-13' >999 360 MT18H 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 . Code IRC2015/TPI2014 Matrix-S Wind(LL) -0.03 13-14 >999 360 Weight:371 Ib .FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc purlins,.except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0oc bracing. WEBS 2x4 SP No.3*Except* W6:2x4 SP No.2 or 2x4 SPF No.2,WI:2x6 SP No.2 REACTIONS. (Ib/size) 13=8222/0-6-0.(min.0-4-2),10=4621/0-6-0 (min.0-2-6),14=44/0-4-8 (min.0-1-8) Max Horz 14=215(LC 24) Max Uplift13==526(LC 10),10=308(LC 10),14=-270(LC 27) Max Grav 13=8222(LC 1),10=4669(LC 4),14=592(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-498/216,3-4=-1 71/647,4-15=-104/657,5-15=-103/767,5-6=-61/947,,6-16=-81/817, 7-16=-100/810,7-&--3446/298,8-9=-1 394/148,2-14=-480/200,9-10—919%120 BOT CHORD 18-14=-347/386,13-17=-52/579,12-17=-52/579,12-18=-52/579,11-18=52/579, 11-19=-141/2661,19-20=-141/2661,20-21=-141/2661,10-21=-141/2661 WEBS 3-13=-399/209,5-13=-1 197/64,7-13=-3685/399,7-11—483/6089,8-11=-202/294, 8-10=-2315/1.18,3-14=-71/516. . NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: TOP chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0=9-0 oc. Bottom chords connected as follows:2x6 2 rows staggered at 0-4-0 oc.. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or,back(B),face in the LOAD CASE(S)section,Ply to ply connections have been provided to distribute only loads.noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0:psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)All plates are-MT20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except fit= NEW): 10=308,14=270. 9)This truss is designed in:accordance with the 2015 International Residential Code sections R502.11.1 and R802.10-2 an e T standard ANSI/TPI 1.--, Q- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1740 Ib down and Op 13-8-9,1733 Ib down and 105 Ib up at 15-3-12,1724 Ib down and 105 Ib up at 16-10-15,1724 Ib down and 105 Ib up ir1 -6-2 Ib down and 102 Ib up at 20-1-5,and 1297 Ib down and 102 Ib up at 21-878,and 1299 lb down and 101 Ib up at 23-3= T� bo 1W chord. The design/selection of such connection device(s)is the responsibility of others. N - .56308.. V ROFESSIO�P Job russ russ ype Qty ply. Harvest Pointe B-2 18010803B T02GR COMMON.GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc Thu Jan 2512:47:48 2018 Page; I D:TmRpBZYRhBBIxRjn5DeRgMzz679-oVd_H08SkpCxZKPsTG2Mha2O8fdJ48 EeiDe90zzrg4 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15;Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-5=-61,5-9=-61,1,0-14=-16 Concentrated Loads(lb) Vert:13=-1740(F)11—1724(F)17=-1733(F)18=-1724(F)-19=-1550(F)20=-1261(F)21=-1262(F) OF NEWy G, 'GOPHER G .O,Q� 2. 66308 AROPESSioNP� Job cuss City My Harvest Pointe B-2 18010803B T026GE GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:47:51 2018 Page' ID:TmRpBZYRhBBIxR1n5DeRgMzz679-C417v2AL1 kaWQo8R8Pc3JCgvRshGHdV4OAtpdizrg4: 110 6-2-4 12-1-0 17-11-12 24-2-0 5-1- 11- 6-2-4 5-10-12 5-10-12 6-2-4 11- 5x8= Scale=1:60. 9.00 12 5 4x6�i 46 4 6 44 44 3 7 5 1114 1 6 W3 3x4 11 2 5 sr 0 3x4 II 2 C19 S 1 8 1 S 9 I 13 12 11 10 46= 3x8= 8x8= 4x4= 0-{1-,12 13-5-0 24-2-0 0-4- 2 13-0-4 10-9-0 Plate Offsets(X,Y)-- [4:0-3-0,Edge] [6:0-3-0 Edge],[111:0-4-0,0-4-81,[16:0-2-0,0-0-121,[16:0-2-0 0-0-51 r28:0-1-5,0-1-01 L23 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Ground Snow=3 TCLL 3.11 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.1412-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2812-13 >559 360 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2015/[PI2014 Matrix-S Wind(LL) 0.2812-13 >564 360 Weight:240 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-12,5-12 W1:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 12=900/0-6-0 (min.0-1-8),10=479/0-6-0 (min.0-1-8),13=585/0-4-8 (min.0-1-8) Max Horz 13=220(LC 9) Max Upliftl2=56(LC 11),10=74(LC 12),13_68(LC 11) Max Grav 12=944(LC 2),10=519(LC 22),13=605(LC 18) FORCES. (lb)-Max.Comp./Maio.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=444/461,7-8=393/169,2-13—422/360,8-10—414/168 BOT CHORD 12-13=-134/395 WEBS 3-12=-333/215,5-12=-280/1,7-12=-331/205,3-13=-274/119 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10,13. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOADCASE(S) Standard OF NE[iyY 6j _(Op"ER G �5 r r � 2kP S630B _ AR0 SSIO�P� )ob Truss Truss Type Qty 7YHOai vestPointe B-2 180108038 T03 Roof Special Girder 1b Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi Tek Industries,Inc.Thu Jan 2512:48:07 2018 Page' ID:Tm RpBZYRhBBIxRjn5DeRgMzz679-k9GAGW M NGebFLFM W4mupzaKdeJ91 OjXR4glgBMzrg4 Q-110 3-5-11 5-7-0 9-7-15 13-6-1 �4-8-1$ 20-0-0 tl-11-b 3-5-11 2-1-5 4-0-15 3-10-1 1-2-1 5-3-3 11.00 12 22 7 23 Scale=1:58. 21 4x4 T5 ez 8 6x6= 6x8= 5x6= 24 9.00 F12 3 4 18 20 jV 1 C? 2x4 11 1 �O 2 2 '11 15A 14 25 13 26 12 27 28 17 29 10 30 31 9 5x6= 4x6= 6x8= 10x12= 10x12= 5x8= 10x12= Or7-12 3-5-11 5-7-05-1 Q 0 9-7-15 13-6-0 16-7-4 20-0-0 0=7-i2 22 15 2-1-5 0- -0 3-9-15 3-10-1 3-1-4 3-4-12 Plate Offsets(X,Y)-- [3:0-4-8,0-2-41,[4:0-3-8,0-3-01 [8:0-2-12,0-2-01,[9:Edge 0-2-81 [10:0-6-0 0-5-121 [11.0-6-0 0-6-41 [12:0-3-8,0-6-41 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/deft. Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.11 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.1811-12 >933 360 BCLL 10.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.0511-12 >999 360 Weight:363 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x8 SP DSS end verticals,and 2-0-0 oc purlins(4-3-7 max.):3-5,7-8. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W11,W1:2x6 SP No.2,W7,W10:2x4 SP No.2 or 2x4 SPF No.2 W5:2x4 SP No.1 REACTIONS. (Ib/size) 9=8104/0-6-0 (min.0-4-3),15=-0/0-4-8 (min.0-1-8),14=8008/3-10-0 (min.0-4-3) Max Horz 15=208(LC 55) Max Uplift9=575(LC 10),15=REL,14=926(LC 9) Max Grav9=8347(LC 32),15=282(LC 7),14=8301(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-17=-111/315,3-18=-307/300,4-18=-307/300,4-19=-6879/276,19-20=-6881/276, 5-20=-6882/275,5-21=-6088/380,21-22=-5982/384,6-22=5982/393,6-23=-5906/421, 7-23=-5932/417,7-24=-3681/279,8-24=-3680/279,8-9=-6909/473,2-15=-328/129 BOT CHORD 14-15=-245/289,14-25=-374/376,13-25=-374/376,13-26=-374/376,12-26=-374/376, 12-27=-339/6971,27-28=-339/6971,11-28=-339/6971,11-29=-338/4693,10-29=-338/4693 WEBS 3-14=-322/283,4-14=-6372/569,5-12=-2263/289,5-11=-3336/77,6-11=-477/7812, 7-11=-1 054/147,7-10=-3297/210,8-10=-486/7489,4-12=-759/9191,3-15=-375/176 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE'?-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6:Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. pF NE►,yY 7)Provide adequate drainage to prevent water ponding. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except �F9 HO ER 9)"A"indicates Released bearing:allow for upward movement at joint(s)15. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 I standard ANSI/TPI 1. C 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor .n LU 3ontinued on page 2 08 A663�OFESSIONP� )ob I cuss cuss ype ty y Harvest Pointe B-2 180108038 T03 Roof Special Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:48:07 2018 Page: NOTES- ID:Tm RpBZYRh BBIxRjn5DeRgMzz679-k9GAG WMNGebFLFMW4mupzaKdeJ910jXR4glgBMzrg4 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1803 Ib down and 148 Ib up at 7-3-13,1663 Ib down and 117 Ib up at 8-11-0,1537 Ib down and 95 Ib up at 10-6-3,1817 Ib down and 146 Ib up at 12-1-6,2029 Ib down and 188 Ib up at 13-8-9,1856 Ib down and 136 Ib up at 15-3-12,and 1911 Ib down and 153 Ib up at 16-10-15,and 1918 Ib down and 153 Ib up at 18-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-3=-61,3-5=-61,5-6=-61,6-7=-61,7-8=:611 9-15=-16 Concentrated Loads(lb) Vert:11=2029(6)25=-1803(B)26=-1663(B)27=-1 536(B)28=-1 817(B)29=-1856(8)30=-191B(B)31=-1918(B) :,',,�pF NEW (OPHER U r t 66308 . ARoFEssloNP. Job fuss I rusS TypeQty ply Harvest Pointe B-2 180108038 T04 Roof Special Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:48:29 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-5ObUu1 dA4PM7_e2kNNHzsDFMLBewAfhg754gz5zrg4( 2-3-0 9-4-8 16-6-0 23-7-830-9-0 34-5-0 38-1-0 3 -8-14 2-3.0 7-1-8 7-1-8 7-1-8 7-1-8 3-8-0 3.8-0 0-7-4 Scale:3/16"= 3x4 5.75 12 2x4 II 4x6= 2x4 II 3x4= 3x6= 3x4= 4x8=3x6= 3x4= 5x6— 1 2 3 5 22 6 7 9 1011 o • of v • G - I — I - / 21 23 20 24 25 19 26 27 18 28 29 30 3117 32 33 34 16 1§5 36 37 38 14 39 40 41 13 42 43 12 2x4 11 4x8 4x4= = 4x4= 4x8= 4x8 4 = x4= 4x4= 4x4= 48= 2-0-02�0 9-4-8 16-6-0 23-7-8 30-9-0 34-5-0 , 38-8 14 2-0.00-�'-0 7-1-8 7-1-8 7-1-8 7-1-8 3-8-0 4 3 14 Plate Offsets(X,Y)-- [4:0-2-4,0-1-8] [7:0-3-8,0-2-01,[10:0-3-0,0-2-11,[15:0-3-8,0-2-01 T (psf) CLIL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) Weill L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.1215-17 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.21 15-17 >999 360 BCLL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.10 15-17 >999 360 Weight:525 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=2187/0-6-0 (min.0-1-10),14=4131/0-6-0 (min.0-3-0),12=-375/0-2-14 (min.0-1-8) Max Horz 20=-1 15(LC 5) Max Uplift20=763(LC 5),14=1439(LC 6),12=-504(LC 55) Max Grav20=2741(LC 23),14=5043(LC 23),12=101(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-3109/873,4,5=-3109/873,5-22=-3642/1035,6-22=-3642/1035,6-7=-1910/556, 7-8=-661/2260,8-9=-661/2260,9-10=-266/956 BOT CHORD 20-24=-916/3127,24-25=-916/3127,25-26=-916/3127,19-26=-916/3127,19-27=-916/3127, 18-27=-916/3127,18-28=-1 077/3659,28-29=-1 077/3659,29-30=-1077/3659, 30-31=-1077/3659,17-31=-1077/3659,17-32=-565/1907,32-33=-565/1907,33-34=-565/1907, 34-35=-565/1907,16-35=-565/1907,15-16=-565/1907,15-36=-2269/661,36-37=-2269/661, 37-38=-2269/661,38-39=-2269/661,14-39=-2269/661,14-40=-969/271,40-41=969/271, 13-41=-969/271 WEBS 1-20=-86/281,2-20=-642/140,3-20=-3401/954,3-18=-308/1083,5-18=-642/220, 5-17=-357/275,6-17=-584/2002,6-15=-1618/437,7-15=-1352/4740,7-14=-2938/785, 9-14=-1950/580,9-13=-363/1187,10-13=-1266/334,10-12=-192/677 NOTES- 1)2-ply truss to be connected together with 1 O(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category.11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0- 5)Unbalanced snow loads have been considered for this design. OF NEVV y 6)Provide adequate drainage to prevent water ponding. pxER.. O 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. G, .y�0�. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep '—1 14=1439,12=504. p 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 a rFe ren standard ANS I/TP1 1. — 0 LU 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor 0- Continued Continued on page 2 663016 V AROFESSI Job russ I runs Type typly Harvest Pointe B-2 180108038 T04 Roof Special Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO - 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:48:29 2018 Page; NOTES- ID:TmRpBZYRhBBIxRjn5De RgMzz679-5ObUu1 dA4PM7_e2kNNHzsDFMLBewAfhg754gz5zrg4i 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 Ib down and 73 Ib up at 1-6-7,147 Ib down and 71 Ib up at 3-1-10, 147 Ib down and 71 Ib up at 4-8-13,147 Ib down and 71 Ib up at 6-4-0,147 Ib down and 71 Ib up at 7-11-3,118 Ib down and 63 Ib up at 9-6-6,118 Ib down and 63 Ib up at 11-1-9,118 Ib down and 63 Ib up at 12-8-12,147 Ib down and 71 Ib up at 14-3-15,147 Ib down and 71 Ib up at 15-11-2,147 Ib down and 71 Ib up at 17-6-5;147 Ib down and 71 Ib up at 19-1-8,147 Ib down and 71 Ib up at 20-8-11,147 Ib down and 71 Ib up at 22-3-14,147 Ib down and 71 Ib up at 23-11-1,147 Ib down and 71 Ib up at 25-6-4 147 Ib down and 71 Ib up at 27-1-7,147 Ib down and 71 Ib up at 28-8-10,149 Ib down and 71 Ib up at 30-3-13,132 Ib down and 73 Ib up at 31-11-0,132 Ib down and 73 Ib up at 33-6-3,132 Ib down and 73 Ib up at 35-1-6,and 132 Ib down and 73 Ib up at 36-8-9,and 136 Ib down and 68 Ib up at 38-7-2 on bottom chord. The design/selection o such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-61,10-11=61,12-21=-I 6 Concentrated Loads(lb) Vert:18=-94(F)15=-130(F)12=-129(F)23=-125(F)24=-130(F)25=-130(F)26=-130(r)27=-130(F)28=-94(F)29=-94(F)30=-130(F)31=-130(F)32=-130(F)33=-130(F) 34=-1 30(F)35=-1 30(F)36=-130(F)37=-130(F)38=-130(F)39=-130(F)40=-1 25(F)41=-1 25(F)42=-125(F)43=-1 25(F) '(SOF NEWS �'<P.,"'OPHER G C_"' r kr S630B AR�FESSOo )ob Truss Fruss Type Qty PRY Harvest Pointe B-2 180108038 T05 MONOPrrCH 15 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:48:31 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-1 mjEJjfRcOcrDxB7UoKRxeKgp_POeo?zbPZx1 zzrg4l 0-11-0 4-0-11 0-11-0 4-0-11 2x4 11 Scale:1/2" 3 9.00 12 6 1 W3 3x6�i 2 1 1 Li 4 5 3x4= 2x4 I I 4-0-11 4-0-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind LL 0.00 5 '•" 360 Weight:28 lb FT=4% BCDL 10.0 Wind(LL) 9 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=136/Mechanical,5=219/0-6-0 (min.0-1-8) Max Horz 5=126(LC 8) Max Uplift4=-58(LC 8),5=-1 3(LC 11) Max Grav4=187(LC 21),5=235(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard _,EpF NEWY y�Q' �Opi4ER 7k per' r i 56308 ..ARo�EsstoNP� Job russ Truss Type Qty Fly Harvest Pointe B-2 180108038 T05A MONOPITCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:48:34 2018 Page I D:TmRpBZYRhBBIxRjn5 DeRgMzz679-RLONxIhJvx_P4Pwi9xt8ZGyJ RCR5r9UPHNobelzrg4 -2-5-04-0-11 2-5-0 4-0-11 2x4 11 Scale=1:27. 3 9.00 12 6 46 1 2 Bi 1 4 5 3x6= 2x4 11 4-0-11 4-0-11 Plate Offsets(X,Y)-- r2:0-2-14.0-2-01 TLLO (psf) 231 SPACING- 1-7-3 CSI. DEFL: in (loc) I/defl L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TO 0.34 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 BOLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015fTP12014 Matrix-P Wind(LL) 0.00 5 "" 360 Weight:37 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11_oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=92/Mechanical,5=354/0-6-0 (min.0-1-8) Max Horz 5=138(LC 8) Max Uplift4 Job russn18S ype Qty Ply Harvest Pointe B-2 18010803B T05B MONOPITCH 6 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:48:36 2018 Page' ID.TmRpBZYRhBBIxRjn5DeRgMzz679-OkW7MRjZRYF7Ji44HMvicehl gs?7eJ1 dikgHiiBzrg4 0-11-0 4-0-11 0-11-0 4-0-11 Scale:1/2"=' 3x6 3 9.00 12 6 1 W3 2x4 11 2 1 5 4 3x6= 2x4 I I 0-7-12 4-0-11 0-7-12 3-4-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.02 4-5 >999 360 Weight:30 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wi:2x6 SP No.2 REACTIONS. (Ib/size) 4=131/Mechanical,5=222/0-4-8 (min.0-1-8) Max Horz 5=127(LC 8) Max Uplift4=-60(LC 8),5=-24(LC 7) Max Grav4=162(LC 21),5=238(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �_��OF NEWy GOPHER G r- 2 2 V� 56308 AR0 SSIOX4 Job NSS fuss Type Qty 7yHoai estPointe a-2 18010803B T06Half Hipb Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:48:40 2018 Page, I D:TmRpBZYRhBBIxRjn5De RgMzz679-GVmeCom4UnIZoKNsW B_YoXCAAcJu FdHHfl Fvryzrg4 7-6-13 14-10-2 22-1-7 29-4-13 35-7-0 38-8-14 7-6-13 7-3-5 7-3-5 7-3-5 6-2-3 3-1-14 Scale=1:65. 3x4= 3x6= 5.75112 4x8= 3x6= 3x6= 3x4 2x4 11 = 6x6= 1 Uzi 5ZI rK Tj 2 UZI 4 18 czl 19 5;1 5a r_1 7 r5m 820 2x4 91 9 0 W W8 10 1 of 6 v BI rtp 17 16 15 14 13 12 11 10 2x4 II 4x4= 3x6= 4x4= 3x4= 5x10—_ 3x6= 3x10 MT20HS= 2-0-0 11-3-10 20-4-3 29-4-13 38-8-14 2-0-0 9-3-10 9-0-9 9-0-10 9-4-2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.2613-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.4513-14 >971 360 MT20HS 187/143 BCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.11 13 >999 360 Weight:223 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-8. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 9-5-7.oc bracing. B1:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 2-16,5-11,8-10 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1564/0-6-0 (min.0-3-11),10=1393/0-8-0 (min.0-2-4) Max Horz 16=-150(LC 7) Max Upliftl6=-279(LC 7),10=-1 67(LC 7) Max Grav 16=2366(LC 25),10=1924(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2735/332,3-4=-2735/332,4-18=-3696/451,18-19=-3696/451,5-19=-3696/451, 5-6=-2920/377,6-7=-2920/377,7-20=-2924/378,8-20=-2917/378 BOT CHORD15-16=-279/1934,14-15=-279/1934,13-14=-417/3393,12-13=433/3745,11-12=-433/3745, 10-11=-145/1088 WEBS 1-16=-332/116,2-16=-2803/354,2.14=-87/1356,4-14=-1148/197,4-13=-15/435, 5-11=-1005/143,7-11=791/162,8-11=223/2380,8-10=-2116/254 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);.Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)16=279, 10=167. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEW Y Gj�P GOPHER G 0 . Lu A�OFESSIONP� Job mss I rusS I ype Qty Ply Haryest Pointe B-2 180108038 T07 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:48:43 2018 Page' I D:TmRpBZYRhBBIxRjn5DeRgMzz679-h4Rnggoyni78fn6RBKKFQAgj6qJrS_tkLGTaSHzrg4 6-10-3 13-4-14 19-11-9 26-6-4 33.0-15 38-8-14 6-10-3 6-6-11 6-6-11 6-6-11 6-6-11 5-7-15 Scale=1:65. 3x4= 4x6= 46= 3x6= 2x4 II 3x4=3x6= 5x6 5.75 12 = r 13 F5a4 5 6 Ua 7 S i 0 44 11 9 W 9V1111 2 O , 0 v 12 17 16 15 14 13 12 11 10 2x4 II 4x4= 3x6= 4x4= 3x8= 4x4= 3x6= 3x10 MT20HS= 2-0-0 11-3-10 20-4-3 29-4-13 38-8-14 ' 22 0-0 9-3-10 9-0-9 9-0-10 9-4-2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.2213-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.3813-14 >999 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015(IP12014 Matrix-S Wind(LL) 0.08 13 >999 360 Weight:239 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-7-9 max.):1-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3:2x4 SP No.1 WEBS 1 Row at midpt 2-16,6-11,8-10 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1564/0-6-0 (min.0-3-12),10=1393/Mechanical Max Horz 16=-188(LC 7) Max Upliftl6=282(LC 7),10=136(LC 7) Max Grav 16=2402(LC 25),10=1815(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2283/302,3-4=-3138/417,4-5=-3138/417,5-6=-3095/408,6-7=-2216/319, 7-18=2216/319,'8-18—2215/320,9-10=306/109 BOT CHORD i5-16=-211/1397,14-15=-211/1397,13-14=-314/2653,12-13=-299/2735,11-12=-299/2735, 10-11=-163/1467 WEBS 1-16=-286/108,2-16=-2484/316,2-14=-120/1529,3-14=-1 160/200,3-13=-75/653, 5-13=-664/143,6-13=-43/513,6-11=-1246/204,8-11=103/1490,8-10=-2198/220 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)16=282, 10=136. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard (E OF NEW Y CO GOPHER ��y r n LLI S630a � A�OFESS1014 Job russ Flu ype ty y Harvest Pointe B-2 180108036 T08 p 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:48:46 2018 Page' I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-5f7vSrrr4dVi W Fr?sS5y2oSCH1 OHfM2A2Ei E3bzrg4 7-10-6 15-5-3 23-0-1 30-6-15 34-6-2 38 8-14 7-10-6 7-6-14 7-614 7-6-14 3-11-4 4-2-12 Scale=1:65. 3x4= 46= 3x4= 3x6= 3x4= 5x6= 5.7r3 12 1350Z un 545 Tug DZI pozl7 6 DZIx 0 3x4 7 18 2x4 11 Lr. W W W8 8 11 � 10 2 O 0 16 15 14 13 12 11 10 9 2x4 II 3x4= 3x6= 3x4= 3x4= 3x8—_ 3x6= 3x10 MT20HS= 2-0 0 11-3-10 20-4-3 30-6-15 38-8-14 2-0.0 9-3-10 9-0-9 10-2-12 8-1-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.21 10-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.41 10-12 >999 360 MT20HS 187/143 TCLL 15.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 12 >999 360 Weight:251 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, T3:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP No.1 except end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-6. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 4-13,5-10,7-9 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 2-15 REACTIONS. (Ib/size) 15=1564/0-6-0 (min.0-3-11),9=1393/Mechanical Max Horz 15=-226(LC 7) Max Upliftl5=283(LC 7),9=-1 05(LC 7) Max Grav 15=2370(LC 25),9=1676(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 863/281,3-4=-1863/281,4-5=-2475/364,5-17=-1591/300,6-17=-1587/300, 6-7=-1767/305 BOT CHORD 14-15=-1 98/1380,13-14=-1 98/1 WO,12-13=-273/2365,11-12=-267/2479,10-11=267/2479, 9-10=-105/1102 WEBS 1-15=326/120,2-15=-2413/312,2-13=-73/1166,4-13=-1036/178,4-12=0/270, 5-10=-1241/178,6-10=-6/356,7-10=-60/871,7-9=-1885/226 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)15=283, 9=105. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOADCASE(S) Standard OF NEW �.\Q �OPIAER E: m 2 S630a � A�OFESSIONP Job mss Truss Type Fly Harvest Pointe B-2 180108038 T09 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 M rek Industries,Inc.Thu Jan 2512:48:49 2018 Page' I D:TmRpBZYRhBBIxRjn5DeRgMzz679-V Eo24ttjNYtHNiaaYaefg R4ktFOgskzckCwufwzrq 6-11-12 13-7-15 20-4-328-0-14 33-3-2 38-8-14 6-11-12 6-8-4 6-8-4 7-8-11 5-2-4 5-5-12 Scale=1:65. 3x4= 4x6= 4x4= 3x6= 2x4 II 5x6 a 1 3 5 17 6 7 5.75 12 x 0 3x4 7 18 2 W W 3x4 I 8 10 9 1 O 0 v 16 15 14 13 1P 11 10 9 3x4 II 3x4= 3x6= 44= 3x8— 3x6= 3x4— 3x8= 2.0-0 11-3-10 20-4-3 28-0-14 38-8-14 2-0-0 9-3-10 9-0-9 7-8-11 10-8-0 Plate Offsets(X,Y)-- f4:0-2-15,0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.26 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.52 9-10 >833 360 BCDL 15.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:270 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.i `Except' TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, T3:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP SS except end verticals,and 2-0-0 oc purlins(22-0 max.):1-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16,1-15,3-13,5-12,16-10,7-9 REACTIONS. (Ib/size) 15=1564/0-6-0 (min.0-3-10),9=1393/Mechanical 2 Rows at 1/3 pts 2-15 Max Horz 1.5=264(LC 9) Max Upliftl5—284(LC 7),9—82(LC 12) Max Gravl5=2326(LC 25),9=1559(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1567/274,3-4=-2117/370,4-5=-2117/370,5-17=-2121/371,6-17=-2117/371, 6-7=-1763/330 BOT CHORD 14-15=-1 51/998,13-14=-151/998,12-13=-208/1837,11-12=-123/1576,10-11=-1 23/1576, 9-10=-1 10/1173 WEBS 1-15=-280/113,2-15=-2196/297,2-13=-1 11/1276,3-13=-1 026/201,3-12=-70/460, 5-12=-850/176,6-12=-1 30/816,6-10=-325/179,7-10=-33/631,7-9=-1 782/248 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psi(ground snow);Pf=23.1 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except 611=11b) 15=284. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEII/ OcHER 0 1W S630B � AROFESS1011 lob I cussruss Type �Ply Harvest Pointe B-2 180108038 T10 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:48:55 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-KOAJLwxUyOeR5d1 kurl3viKlrfSIGSeV68NCsazrg3 6-2-13 12-2-2 17-10-13 23-1-8 29-4-3 34-5-1 38-8-14 6-2-13 5-11-5 5-8-11 5-8-11 5 8-11 5.0-14 4-3-13 Scale=1:66. 5x6= 3x4 3x6= 2x4 1 8x8 5.75 12 = = 3 20 5 6 2 22 2A 7 7.00 12 24 5x6= 4x6= 3x4 8 9 W XW7 8 5 19 18 Cl) 4x6 v 1 10LC N A9 Pt9 'i 17 16 15 14 13 12 11 10 2x4 II 3x6 3x6= 3x8= 3x8= 5x8= 2x4 II 3x10 MT20HS= 2-0-0 12-2-2 23-7-8 34-5-138-8-14 ' 2-0-0 10-2-2 11-5-6 10-9-9 4-3-13 Plate Offsets(X,Y)-- [3:0-3-0,0-1-121,[7:0-6-0;0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.21 12-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.4311-12 >999 360 MT20HS 187/143 TCLL 15.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:255 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T4:2x6 SP No.2,T5:2x4 SP No.3 end verticals,and 2-0-0 oc purlins(2-10-13 max.):3-7,8-9. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Bi:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 9-10,2-16,4-14,4-12,6-12,7-11 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1.0=1399/Mechanical,16=1558/0-6-0 (min.0-2-15) Max Horz 16=180(LC 8) Max Uplift10—134(LC 8),16=97(LC 11) Max Grav 10=1830(LC 30),16=1878(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-29/325,2-19=-26/348,2-3=-1931/309,3-20=-1631/300,4-20=-1630/301, 4-5=-2111/355,5-6=-2111/355,6-21=-2109/355,21-22=-2110/354,22-23=-2111/354, 7-23=-2114/354,7-24=-1286/294,8-24=-1357/278,8-25=-1162/206,9-25=-1164/206, 9-10=-1820/239 BOT CHORD 15-16=-220/1257,14-15=-220/1257,13-14=-247/2094,12-13=-247/2094,11-12=-1 70/1561 WEBS 2-16=-2075/350,2-14=-82/502,3-14=-41/616,4-14=-825/183,6-12=-622/127, 7-12=-77/957,7-11=698/121,8-11=878/226,9-11=-231/1 972,1-16=-306/168 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16 except(jt=lb) 10=134. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. pF NE►N 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r0 LOAD CASES Standard CO GOPHER G . 0 � 4/ 563016 AROFESSIONP Job rusS I Russ Type Qty yHarvest Pointe B-2 18010803B T11 Piggyback Base 1 1 __ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:49:03 2018 Page' I D:TmRpBZYRhBBIxRjn5DeRgMzz679-5wfLOf2V4rel3seHM WuxEOf7Eu7k84tgyNJd86zrg3 38-8.14 6-2-13 12-2-2 17-10-13 23-7-6 29-4-3 31-4-6 36-4-8 3 -2 3 6-2-13 5-11-5 3 5.8-1 5-8-1] MTq 5-8-11 0-3 5-0-3 0-9-11 7.00 12 5 4 5 23 25 5.7512 to*��2 —S e=1:75. 6 r N 3x6= x4 — d 4x4 i 2x 11 2 ; II 6 8 20 21 0 11 1 9 4 5 ab 46 11 1 19 18 17 16 15 14 13 12 3x10 MT20HS= 3x4= 3x10 MT20HS= 3x8= 3x8= 3x6= 4x10=3x8= 9-11-12 19-7-15 29-4-3 36-4-8 38-8-14, 9-11-12 9-8-3 9-8-4 2-4-6 Plate Offsets(X,Y)-- [3:0-3-0,0-1-121,[7:0-3-0,0-2-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.21 15-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Verl(CT) -0.4015-16 >999 360 MT20HS 148/108 BCDL 15.0 Rep Stress Incr YES WB '0.80 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.0816-18 >999. 360 Weight:285 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T4:2x6 SP No.2 2-0-0 oc purlins(2-2-0 max.):3-7,8-9,10-11. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16,6-15,8-13,10-12,2-19 REACTIONS. (Ib/size) 12=1479/Mechanical,19=1479/Mechanical Max Horz 1.9=212(LC 8) Max Upliftl 2=-1 76(LC 8),19=92(LC 11) Max Grav 12=2042(LC 35),19=1753(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-418/72,2-3=-2296/367,3-22=-2530/405,4-22=-2528/405,4-5=-2384/377, 5-6=-2384/377,6-23=1799/316,23-24—1800/315,24-25=-1802/315,7-25—1804/315, 7-8=-2030/337,8-9=-582/156,9-10=588/151,1-19=-410/87 BOT CHORD 18-19=-278/1869,17-18=-249/1915,16-17=-249/1915,15-16=-277/2320,14-15=-196/1696, 13-14=-196/1696,12-13=-78/409 WEBS 2-18=368/212,3-18=-41/569,3-16=-1 72/908,4-16=-666/137,6-16=0/322,6-15=-923/133, 7-15=-67/616,8-15=-22/350,B-13=-1899/232,10-13=-201/1746,10-12=-1998/209, 2-19=-2186/274 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6).Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)19 except(jt=lb) 12=176. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OF NEW 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. W).O LOAD CASE(S) Standard W S630a �� v AROFESS101A Job russ Tr,g s ype Qty y Harvest Pointe B-2 180108036 T12 back Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:49:09 2018 Page' I D:Tm RpBZYRhBBIxRjn5 De Rg Mzz679-w4OcHj6Gfh PRnn5Qjn?MUfv9TJCEYo2ZKJmyMmzrg3 6 2-13 12-2-2 , 20-2-14 28-3-10 33-4-3 38-8-14 6-2-13 5-11-5 8-0-12 8-0-12 5-0-9 5 4-11 Scale=1:68. 5.81 12 6x6= 4x8= 2x4 II 8x8= 8x8= N7 3 17 4 5 1 x c\j 6 7.00 12 2x4 II 8 4x4 i 2 10 ' 16 4IV 9 1 46 11 tov 1 15 14 13 12 11_ 10 9 3x6= 3x4= 3x10 MT20HS= 3x8— 3x6= 46— 3x8= 9-7-9 20-2-14 28-3-10 38-8-14 9-7-9 ' 10-7-5 8-0-12 10-5-4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-51,[7:0-4-0,0-3-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.2512-14 >999 480 MT20 197/144 (Ground Snow=30.0) TCDL 15.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.4912-14 >947 360 MT20HS 148/108 BCLL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code IRC2015f P12014 Matrix-S Wind(LL) 0.07 12-14 >999 360 Weight:273 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2,T4:2x8 SP No.2 end verticals,and 2-0-0 oc purlins(3-6-8 max.):3-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 81:2x4 SP No.1 WEBS 1 Row at midpt 5-12,2-15,6-10 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 7-9 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical Max Horz 15=200(LC 8) Max Uplift15—92(LC 11),9=-124(LC 8) Max Grav 15=1745(LC 29),9=1869(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-403/81,2-3=-2312/370,3-17=-2525/401,4-17=-2525/401,4-5=-2525/400, 5-18—2532/402,6-18—2520/403,6-19=-1913/333,7-19=1897/335,1-15=-409/92, 8-9=-262/120 BOT CHORD 14-15=266/1884,13-14=245/1935,12-13=-245/1935,11-12=219/1949,10-11=-219/1949, 9-10=-143/1067 WEBS 2-14=-348/227,3-14=-38/588,3-12=-1 70/838,5-12=-1 031/203,6-12=-95/818, 7-10=-1 54/1734,2-15=-2213/262,7-9=-2004/214,6-10=-1 369/227 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100]b uplift at joint(s)15 except(jt=1b) 9=124. 8).This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OF NEW y 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fG o �Q'C PHER LOAD CASE(S) Standard n 2 2 A�OFESSIONP Job fuss Truss Type ply Harvest Pointe B-2 18010803B T13 Piggyback Base 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:49:15 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-IENtYmB1 FX9bViZa326mjw9BljEiyTIRiFDGaQzrg3 6-2-13 12-2-2 19-4-8 26-10-9 34-4-9 38-8-14 6-2-13 5-11-5 7-2-6 7-6 1 7-6-1 4-4-5 Scale=1:66. 3x4= 5x6= 2x4 II 3x8= 5'81 Ll2 = 3 17 4 5 8 19 7 5x6 7.00 12 3x4 II 8 4x4 i 2 8 10 16 4 9V 111 46 11 `r 1 15 14 13 12 11 10 9 3x10 MT20HS= 3x4= 3x6= 3x8— 3x6= 4x6= 3x6= 9-10-0 19-4-8 i 28-10-15 38-8-14 9-10-0 9-6-8 9-6-7 9-9-15 Plate Offsets(X,Y)-- r3:0-3-0,0-1-121,x7:0-3-0,0-2-11 LOADING(psf) 23 1 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP CLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.1912-14 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.3512-14 >999 360 MT20HS 148/108 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 12 >999 360 Weight:244 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T2,T3:2x4 SP SS 2-0-0 oc purlins(2-11-10 max.):3-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3:2x4 SP No.1 WEBS 1 Row at midpt 4-12,6-10,2-15,7-9 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical Max Horz 15=196(LC 10) Max Upliftl5=-92(LC 11),9=-140(LC 8) Max Grav 15=1737(LC 29),9=1931(LC 28) FORCES. (lb)-'Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-414/74,2-3=-2322/370,3-17=-2493/393,4-17=-2492/393,4-5=-2492/394, 5-6=-2492/394,6-18=-1863/312,18-19=-1863/312,7-19=-1 863/312,1-15=-410/88 BOT CHORD 14-15=-269/1889,13-14=-244/1943,12-13=-244/1943,11-12=-255/2163,10-11=255/2163, 9-10=-138/944 WEBS 2-14=-367/221,3-14=-44/575,3-12=-164/832,4-12=-839/170,6-12=-44/494, 6-10=-1 247/215,7-10=-133/1657,2-15=-2210/271,7-9=-2045/228 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15 except 0t=1b) 9=140. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not.depict the size,or the orientation of the purlin along the top and/or bottom chord. OF NE(,yY LOAD CASE(S) Standard _ER O r � n A�OFESSIOVA Job russ Fruss Type Qty y Harvest Pointe B•2 180108036 T14 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:49:19 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-d?cONBEYJmf1 JsLluBitmJtcLeMuHgldtBUjBzrg3l 6-2-13 12-2-2 19 1-15 26-1-11 33-5-0 6-2-13 5-11-5 6-11-13 6-11-13 7-3-5 Scale=1:56. 5x6= _ 3x4= 3x4— 3x4= 3x4= 3 r5Z, 145 4 5 6 7 7.00 12 44 i 2 W5 6 W8 14 46 II 1 A2 81 13 12 11 10 9 8 3x6= 3x8= 3x4= 3x4= 3x4= 3x6— 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- f3:0-4-0,0-2-41,17:Edge 0-1-81 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.28 8-9 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.58 8-9 >688 360 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix-S Wind(LL) 0.06 9-12 >999 360 Weight:206 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-9-12 max.):3-7. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 62:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1'Row at midpt 7-8,4-12,4-9,2-13 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 6-8 REACTIONS. (Ib/size) 8=1274/0-3-0 (min.0-2-4),13=1274/Mechanical Max Horz 13=246(LC 8) Max Uplift8=-195(LC 8),13=89(LC 11) Max Grav8=1893(LC 25),13=1563(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-438/61,2-3=-1 850/294,3-15=-1501/286,4-15=-1500/286,4-5=-1633/269, 5-6=-1633/269,7-8=-328/7711-13=-411/81 BOT CHORD 12-13=-279/1595,11-12=-257/1808,10-11=-257/1808,9-10—257/1808,8-9=-206/1313 WEBS 2-12=-425/186,3-12=-19/533,4-12=-442/249,4-9=-507/139,6-9=-25/801,6-8=-1 969/238, 2-13=-1741/233 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13 except(#=1b) 8=195. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEvV Y r � 56308 �� AROFESSIONP Job russ I cuss Type Qty FlyHaryest Pointe B-2 i8010803B T15 Piggyback Base 2 1 - Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:49:23 2018 Page I D:TmRpBZYRhBBIxRjn5De RgMzz679-WmsuDVH2M?ASSxA7XjFe2cUZpyO2g6GdYU9hsyzrg3l 6-2-13 12-2-2 T9-1-15 26-1-11 33-5-0 6-2-13 5-11-5 6 11-13 6-11-13 7-3-5 Scale=1:56. 5x6= 3x4= 3x4= 3x4= 3x4 II 3 12 4 5 14 6 15 7 7.00 F12 4x4 i 2 W5 6 W8 7 44 11 1 B1 B2 B1 E 13 12 11 10 9 8 3x6= 3x8= 3x4= 3x4= 3x4= 4x4— 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- [3:0-4-0,0-2-41 LOADING(psf) SPACING- .1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.28 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.58 8.9 >687 360 BCDL 15.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 8 . n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 9-12 >999 360 Weight:206 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except BOT CHORD 2x4 SP No.1 'Except end verticals,and 2-0-0 oc purlins(4-3-1 max.):3-7. B2:,2x4SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,4-12,4-9,6-8,2-13 REACTIONS. (Ib/size) 8=1274/0-3-0 (min.0-1-9),13=1274/Mechanical - Max Horz 13=246(LC 8) Max Uplift8—195(LC 8),13=-89(LC 11) Max Grav8=1320(LC 2),13=1320(LC 2)- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-348/78,2-3=-1605/294,3-4=-1258/286,4-5=-1216/269,5-14—1216/269, 6-14=-1216/26.9,1-13=-300/81 BOT CHORD 12-13=279/1404,11-12=-257/1327,10-11=-257/1327;9-10=257/1327,8-9=-206/910 WEBS 3-12=-19/461,4-9=-445/138,6-9=-25/755,6-8=-1 359/238,2-13=-1512/233 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu left=22-3-0,Lu right=11-2-0 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13 except fjt=lb) 8=195. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical'purlin.representation does not depict the size or the orientation of the,purlin along the top and/or bottom chord. 8)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-3-0 from joint 1 and has a slope of 7.000 on the left and-5.810 on the right. LOAD CASE(S) Standard . QF NEW y COPHER n � B ARO S630 ssj0t, Jocuss russ, ype ty y Harvest Pointe B-2 .18010803B T16 . . pggyback.Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:49:29 2018.Page I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-KwDAUYMpyrwcAsdGu_M2HtkaTN3SEgVVwQc?3czrg3 -1-5-0, 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6-2-13 5 11-5 4-9-14 5-4-8 5 4-8 5-8-0 Scale=1:58. 4 52 D;l6 7 9 5x6 7.00F1_2 4x4 i 3 6 19 10 12 5 8 13 1 46 i 3 2 B c� 1M.= 1fi 151 ro�m 5x6= 1 18 4x8 7.00F1_2 —13 6x8= 10 3x6= 1-510, 8-9-0 16-0-617-0-0 25-0-12 33-5-0 175-10 7-3-6 7-3-6 0-11-10 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,[4:0-3-0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.1415-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC - 0.74 Vert(CT) -0.2615-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0:12 10 n/a n/a BCLL 10.0 Cade IRC2015/TPI2014 Matrix-S . Wind(LL) 0.0615-16 >999 360 Weight:256 Ib .FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD.2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* 2-0-0 oc purlins(3-7-11 max.):4-9. B4:.2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,4-15,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size). 18=1371/0-6-0 (min.0-2-3),1.0=1272/0-5-.0 (min.0-2-15): . Max Horz:18=281(LC 10) Max Upliftl8=-1 15(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Tena-All forces 250(lb)or less except when shown. TOP.CHORD 2-18=-1 774/248,2-19=-1 695/215,3-19=-1 460/230,3-4=-2031/337,4-5=-1 859/309, 5-20=-1785/313,6-20=-1785/313,6-7=-1785/313,7-8=-1228/242 BOT CHORD 17-18=-315/260,16-17=-330/1815,15-16=-279/1620,14-15=-297/1998,5-1'4=-1 047/179, 10-11=-168/960 WEBS 2-17=-1 24/1373,3-117=-679/11111,.3-16=499/1189,4-16—84/701;4-15=-1 25/529, 5-15=-64/736,11-14=-243/1418,7-14=-79/517,7-11=-1012/179,8-11=-72/997, 8-110-1848/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=1.03mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. . - 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to.grain formula. Building designer should verify capaci of bearing surface. N'E[�j 8)Provi10= de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except Qt= P ).o 9)This truss is designed in:accordance with the 2015 International Residential Code sections R502.11.1 and R802.10:2 an standard ANSIUTPI . 10)Graphical purlin representation.doesnot depict the size or the orientation of the purlin along the top and/or bottom chor * V < LOAD CASES"Standard — 1u 2 5630E v A�OFESSIONP Job [USSTMgg�wk ype Qty y Harvest Pointe B-2 180108036 T17 .Base Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO . 8.130 s Dec 12 2017 Welk Industries,Inc. Thu Jan 2512:49:34 2018 Page' I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-hu13XGQynNYuHd W EgXyD_wRQeOniv4kE4iKmlpzrg3 1-5-0 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 Scale=1:59. 5x6= 420 6 7 9 7.00 12 3x6 i 3 19 5 7 8 10 12 3 1 5x6 i 3 2 �1 17 5x6= 16 15 O 5x6= C O (V 1 B5 R6 19 4x8= 18 7.00 12 13 6x8= 10 3x6= 3-0-13 8-9-0 14.5-3 , 17-0-0 , 25-0-12 33-5-0 3-0-13 5-8-3 5-8-3 2-6-13 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-9,0-2-81,[4:0-3.0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- .1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.16 15-16 >999 480 MT20 197/144 (Ground Snow=30'.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.2915-16 >999 360 TCDL - 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.21 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 15-16 >999 360 Weight:251 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 25(4 SP No.2 or 2x4 SPF No.2"Except- 2-0-0 oc purlins(3-5-10 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:. WEBS 2x4 SP No.3 Except' 6.0-0 oc bracing:17-18 W2:.2x4 SP No.2 or 2x4 SPF No.2 9-0-13 oc bracing:16-17. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9.10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) . Max Horz 18=281(LC 10) Max Upliftl8=-115(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1754/268,2-19=-3311/419,3-19=-3071/434,3-4=-2413/366,4-5=-2016/314, 5-20=-1784/312,6-20=-1784/312,6-7=71784/312,7-8=-1228/242 BOT CHORD 17-18=-321/271,16-17=-423/2328,15-16=-31711851 14-15=.-316/2054,5-14=-1 142/224, 10-11=-1 68/960 WEBS 2-17=-299/2662,3-17=-213/740,3-16=-774/202,4-16=-1 08/884,4-15=-1 08/518, 5-15=-1 17/832,11-14=-237/1412,7-14=-78/515,7-11=-1 012/178,8'-11—72/997; 8-10=-1848/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members-and forces,&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design: 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. . 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c g NEW of bearing surface. ).o 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at,joint(s)except h y Pf BIER �� 10=197. \� r 9)This truss is designed in accordance with the 2015 International.Residential Code sections R502'A 1.1 and R802.10.2-an r f standard ANSI/TPI 1. V 10)Graphical purlin representation does not depict the size or the orientation of the purlin.along the top and/or bottom cho {- , LOAD CASE(S).Standard 66308 : . A� v� OFESSIO�P. Job russ russ ype Qty y Harvest Pointe B-2 180108036 ' . T78 PIGGYBACK 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc:Thu Jan 2512:49:40 2018 Page, ID.TmRpBZYRhBBIxRjn5DeRgMzz679-W2OKnJUjMDJ2?YzO1 o3dEBhUdopDJoE7Sen5yTzrg3 1-5-0, 6-2-.13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0' 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 Scale=1:59. 5x6= 4 5;1 T2 52 6 . .7. 9 7.00 F12 4x4 i 3 19 10 12 8 13 3 1 4x10 i 2 .10 1 .17 6x10 16 15 0 5x6= C' 18 7.00 12 4x8'-- 13 x8-- 13 6x8= 10 3x6= 3-11-2 8=9-0 13-6-14 17-0-0 25-0-12 33-5-0 3-11-2 4-9-14 4-9 14 3-5-2 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,[4:0-3-0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.1915-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3415-16 >999 360 TCLL 15.0 Rep Stress lncr YES WB 0.85 Horz(CT) 0.28 10 n/a n/a BOLL 10.0 BCDL 0.0 Cade IRC2015/TPI2014 Matrix-S Wind(LL) 0.12 16 >999 360 Weight:249 Ib FT=4% 1. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(3-4-9 max.):4-9. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B4:2x4 SP No.3 6-0-0 oc bracing:17-18 . WEBS 2x4 SP No.3*Except* 8-4-10 oc bracing:16-17. W2:2x4 SP No.2 or 2x4 SPF No.2_ 1 Row at midpt- 5-14 WEBS 1 Row at midpt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 15(LC 11),10—197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250-(lb)or less except when shown. TOP CHORD 2-18=-1756/273,2-19=-4162/537,3-19=-3922/553,3-4=-2685/385,4-5=-2117/318, 5-20=-1 785/312,6-20=-1 785/312,6-7=-1 785/312,7-8=-1 228/242 BOT CHORD 17-18=-324/301,16-17=-499/2751,15-16=-341/2004,14-15=-320/`2064,5-14=-1148/233, 10-11=-168/960 WEBS 2-17=-410/3440,3-17=-271/1279,3-16=-1005/218,4-16=-123/1018,4-15=-99/511, 5-15=l 35/883,11-14=-234/1419,7-14=-78/516,7-11=1013/178,8-11=-72/997, 8-10=-1 848/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. NEW yo 8)Provide mechanical connection(by others)of truss to bearing plate capable,of withstanding 100 Ib uplift at joints)exceptSER G •Q�, 10=197.: •\gC 9)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10.2 an r f standard ANSI/TPI 1.' U 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor, . LOA 'CASE(S) Standard �2 AROFESSIONP� Job cuss 7119gyback pe Qty y Harvest Pointe B-2 . 180108038 T19 se 1 1 Job Reference(optional) Universal rorest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:49:46 2018 Page ID:TmRpBZYRhBBIxRjn5DeRgMzz679-KCIb2MZUy33gTQXN2A1 TSxUJDthjWG?rZEPA7zrg3 1-5-0 6-2-13 '12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5 8-0 Scale=1:59. 5x6= 4 52 6 7 9 7.00 12 3x6 i 3 19 5 10 . . 12 8 13 1 5x6 i 3 2 1 17 N 5x8= 16 15 5x6= B5 W9 P6 Io N 184x8- 7.00F1_2 13 5x8= 10 3x6= 2-5-9 8-9-015-0-7 17-0-0 25-0-12 33-5-0 2-5-9 6-3-7 6-3 7 1-11-9 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-9,0-2-81,[4:0-3-0 0-1-121 [14:0-5-12,0-2-41 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL: in. (loc) I/dell Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL - 1.15 TC 0.85 Vert(LL) -0.1415-16 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.2715-16 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.08 1.5 >999 360 Weight:253 Ib FT=4% " LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' 2-0-0 oc purlins(3-6-6 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:. WEBS 2x4 SP N0.3 6-Q-0 oc bracing:17-18 9-6-4 oc bracing:16-17. 1 Row at midpt 5-14 WEBS 1 Row.at midpt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Uplift18=-115(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. . TOP CHORD 2-18=-1758/263;2-19=-2705/338,3-19--2465/354,3-4=-2253/355,4-5=-1954/M, 5-20-1 784/312,6-20=-1784/312,6-7=-1 784/312,7-8=-1 228/242 BOT CHORD 17-18=-320/259116-1 7=382/2102,15-16---30,1/1757,14-15=-312/2044,5-14=-1 132/215, 10-11=-168/960 WEBS 2-17=-226/2126,3-17=-1 66/308,3-16=-654/194,4-16=-99/808,4-15=-1 14/523, 5-15=-104/806,11-14=-239/1409,7-14=-79/515,7-11=-1011/179,8-11=-72/997, 8-10=-1848/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;:Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design: 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on.overhangs " non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding: 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. NEW yO" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except10=1 ' #5GtE12 G •Q " \5" 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 an r f standard ANSI/TPI 1. p 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard -S6308 AROFESSIOIAP� Job russ cuss ype ty y Harvest Pointe B-2 18010803.B T20 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:49:51 2018 Page ID:Tm RpBZYRh BBIxRjn5DeRgMzz679-h9YU54dcmbhUPEJVAcICAWeLG EZyOmxk_rxArKzrg3 1-5-0 6-2-13 12-2-217-0-0 22-4-8 27-9-0 33-5 0 1-5-0 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 Scale=1:59. 5x6= 2x4 11 A 52 5ZI6 7 9 7.00 F12 3x8 i 3 6 19 9 11 5 7 12 0 4x6 i 2 �1 2 17 5x6= 16 15 6x8 1' W8 io iN 18 1 1 13 6x8= 10 7.00 12 3x6= Q-10-8 8-9-0 16-7-1017-Q-0 25-0-12 33-5-0 0-10- 7-10-10 7-10-10 0-'4=6 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,[4:0-3-0,0-1-121 14:0-2-4 0-2-121 LOADING(psf) SPACING- . 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.1614-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.31 14-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 10 n/a n/a BCDL 10'.0 BCDL 10:0 Code IRC2015frPI2014 Matrix-S Wind(LL) 0.05 14-16 >999 360 Weight:246 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD'2x4'SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 ocpurlins(3-8-2 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,.3-17,4-14,7-11 2 Rows at 1/3 pts 8-10 - REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10). _ Max Upliftl 8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC27),10=1892(LC 26) FORCES.. (lb)-Max.Comp./Max.Ten.-All forces 250,(Ib)or less except when.shown. TOP CHORD 2-18=-1790/226,2-19=-1086/170,3-19=-857/185,3-4=-1918/329;4-5=-1837/311, 5-20=-1829/312,6-20=-1829/312,6-7=-1829/312,7-8=-1228/242 BOT CHORD 17-18=-306/299,16-17=303/1671,15-16=-267/1548,14-15=-267/1548,5-14=-587/121, 10-11=-168/961 WEBS 2-17=-76/1134,3-17=-1166/114,.3-.16=-426/183,4-16=-77/661,.4-14=-136/546, 11-14=-221/1485,7-14=-83/560,7-11=-1054/181,8-11=72/997,8-10=-1849/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever.left and right exposed;end vertical left.and rightexposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0-psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this.design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18-considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. . %Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt--1b) NE 10=197. �� P(/yO 9)This truss is designed in accordance with.the 2015 International Residential Code sections R502.11.1 and R802.10.2 and r e� $pHER •Q standard ANSI/TPI 1. �5� r 10).Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor �Q LOAD CASE(S) Standard < AROFESSIONP� Job fuss Fruss Fype Uty Ply Harvest Pointe B-2 18010803B T21 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:49:56 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-27MN8nhlb8Knw?BSz9LNtZLC8FGz31 BT87fxVYzrgE 1-5 0, 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 66 2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8 0 Scale=1:59. 5x6= 2x4 11 4 51 6 7 r5ZI N3 DR3 0;1 9 7.00F1_2 4x4 3 5 ci 18 8 10 cc 4 �3 6 1 4x4 11 2 17 16 15 14 6x8 PA R1Iq 3x8= 13 4x12= 10 3x6= 17-12 17-0-0 25-0-12 33-5-0 -7-12 8-4-4 8-0-12 8-4-4 Plate Offsets(X Y)-- [2:0-2-0,0-1-121,[4:0-3-0,0-1-121,[14:0-2-4,0-2-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.1614-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.32 14=16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 14-16 >999. 360 Weight:246 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except' end verticals,and 2-0-0 oc purlins(3-8-14 max.):4-9. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,4-14,7-11,3-17 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 17=1371/0-6-0 (min.0-2-12),10=1272/0-5-0 (min.0-2-15) Max Horz 17=280(LC 10) Max Upliftl7=-1 15(LC 11),10=195(LC 8) Max Grav 17=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD. 2-18=-408/112,3-4=-1853/324,4-5=-1789/308,5-19=-1781/309,6-19=-1781/309, 6-7=-1781/309,7-8=-1228/242,2-17=-598/167 BOT CHORD 16-17=-280/1590,15-16=-256/1508,14-15=-256/1508,5-14=-587/121,10-11=-167/961 WEBS ' 3-16=-377/181,4-16=-72/622,4-14=-134/542,11-14=-213/1448,7-14=-72/520, 7-11=-1009/173,8-11=71/997,8-10=-1848/213,3-17=-1766/162 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)17=115, 10=195. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �;�OF NEW), LOAD CASES) Standard �OpHER G 0 n � m - _ Z� X<EL�4 lw� 66308 V AROFESS1011 Job russ I russ I ype Uty Fly Harvest Pointe B-2 180108038 T22 Roof Special 1 1 Job Reference.(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:00 2018 Page' ID.-TmRpBZYRhBBIxRjn5DeRgMzz679-wubu_9kGfMgCOdVEC?QJ2PWt1 sfR?tP331d8eJzrgf 0-6-14 --1- 6-11-1 11-6-0 1315-118-0-0r0011 1•0q i 4-6-15 1- 12 i 6-4-3 1 0-6-14 4x4= Scale=1:45. 5 11.00 12 16 15 6 6x6= 3x4 11 14 7 17 0 122x4 II 6x6= 6x6= 3 5 z 2 U 1 1 12 1 N 3 M B2 10 9 148= 3x4= 3x8= 3x48 Orb-1,4 9-1-11 18-0-0 0-6-14 8-6-13 8-10-5 Plate Offsets(X,Y)-- (3:0-3-0,0-2-151 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.10 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.22 9-11 >952 360 TCDL 15.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 8 n/a n/a BCLL 10.0 Code IRC2015frPI2014 Matrix-S Wind(LL) 0.03 8-9 >999 360 Weight:121 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except T1:2x6 SP No.2,T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4,6-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11 REACTIONS. (Ib/size) 8=667/0-6-0 (min.0-1-8),11=755/0-6-0 (min.0-1-8) Max Horz 11=199(LC 8) Max Uplift8=68(LC 12),11=-98(LC 11) Max Grav8=870(LC 33),11=976(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-14=-1213/175,14-15=-1016/176,5-15=-975/190,5-16=608/153,6-16-754/141, 7-8=-260/55,.2-1 1=-234/412 BOT CHORD 10-11=-136/1215,9-10=-136/1215,8-9=-76/528 WEBS 4-11=-1310/153,4-9=-813/224,5-9=-1 55/998,6-8=-801/111,3-11=-864/197 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-0 to 17-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,11. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502_.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEbyY CpPHER G O�Q'` r � 0 56301 V� AROFESSI ONP Job russruss ype ty y Harvest Pointe B-2 180108038 T23 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi Tek Industries,Inc.Thu Jan 2512:50:03 2018 Page I D:Tm RpBZYRhBBIxRjn5De RgMzz679-LTHOcAm8yHCnF4Ept7zOg28Oh4eJCH FVljrpFezrg2 6-1-0 11-6-014-3-14 18-0-0 6-1-0 5-5-0 2-9-14 3-8-2 44= Scale=1:42. 3 14 11.00 F12 13 4 5x6= 2x4 II 5 12 4x6 6x6= 4 = 0 OP 10 11 cc F 131 B2 8 7 9 44= 3x6= 3x8= 6 3x4= 9-0-0 18-0-0 9-0-0 9-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.12 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.25 6-7 >867 360 BCDL 15.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 7 >999 360 Weight:110 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural'wood sheathing directly applied or 3-2-2 oc purlins, except T3,T4:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9 REACTIONS. (Ib/size) 9=681/0-6-0 (min.0-1-8),6=681/0-6-0 (min.0-1-8) Max Horz 9=181(LC 8) Max Uplift9=73(LC 11),6=-59(LC 12) Max Grav 9=901(LC 30),6=849(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces.250(lb)or less except when shown. TOP CHORD 1-9=-369/68,2-12=-1 393/144,12-13=-1 177/150,3-13=-1 074/167,3-14=-677/145, 4-14=-884/130 BOT CHORD. 8-9=-202/1786,7-8=-202/1786,6-7=-68/591 WEBS 2-9=-1 835/235,2-7=-1 120/263,3-7=-111/923,4-6=-926/118 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard oF NEPvy �'CQ'. GOPHER G 0 r LAIJ 56308 � V� A�OFESS1 Job rusS truss Fype Qty Ply Harvest Pointe B-2 18010803B T24 Roof Special Girder 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:07 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-DEWXSYpf?WiDkiXa6z2ygtl4Qh2K81 z5gLp00Pzrg2 5-3-0 11-6-0 15-2-1 18-0-0 5-3-0 6-3-0 3 8-1 2-9-15 4x6= Scale=1:42. 3 11.00 12 13 14 4 5x6= 2x4 11 5 4 12 4x4 11 46= IV _o m 10 BI L-i 16 17 8 7 9 6x6= 4x6= 5x8= 6 4x4= L 9-0-0 18-0-0 9-0-0 9-0-0 LOADTCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.11 7 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0.17 6-7 >999 360 BCLL 10.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 7-9 >999 360 Weight:121 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,4-5. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9 REACTIONS. (Ib/size) 9=685/0-6-0 (min.0-1-8),6=682/0-6-0 (min.0-1-8) Max Horz 9=171(LC 6) Max Uplift9—123(LC 9),6=-58(LC 9) Max Grav9=844(LC 28),6=930(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=319/61,2-12—1503/59,12-13=-1258/71,3-13 0 rusSruss ypety y Harvest Pointe B-2 18010803B T25 MONO"rCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 M,Tek Industries,Inc.Thu Jan 25 12:50:10 2018 Page' I D:Tm RpBZYRhBBIxRin5DeRgMzz679-dpCg4asXl R5ob9G9n5bfS Wwmeu EOLZyXM 12g?kzrg2 -0-11-0 1-4-11 0-11-0 1-4-11 Scale=1:11. 3 5.75 12 2x4 11 2x4 11 2 T1 W2 1 B1 4 5 2x4 11 2x4 11 1-4-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 TCLL 155.0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.00 5 >999 360 Weight:8 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 4=11/Mechanical,5=138/0-6-0 (min.0-1-8) Max Horz 5=46(LC 8) Max Uplift4=-28(LC 17),5=-26(LC 11) Max Grav4=25(LC 21),5=176(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. LOAD CASE(S) Standard OF NEW ERG O'Qi 1Y 0 V r 66308 AROFESSIO Job russ ply Harvest Pointe B-2 180108038 T26 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:13 2018 Page, I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-20tojbu PbMTMSd_kTD9M48YAu62OYo 1_2GGKc3zrgz' Q-1 1-p 3-0-0 9-0-0 13-6-3 15-6-0 11- 3-0-0 6-0-0 4-6-3 1-11-13 44= Scale=1:54. 4 12 13 11.00 12 2x4 II 5 6x6= 0 6 3x6/i 3 W4 n 6 Ch n 3x6�i v W. u� c� 2 4x8= 8 3x4= G '1 1 2 3x8= N 11 10 3x4= 2x4 11 3-0 0 9-0-0 15-6-0 3-0-0 6-0-0 6-6-0 Plate Offsets(X,Y)-- r3:0-1-0,0-1-8],[9:0-5-8,0-2-4j LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.15 8-9 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 8-9 >999 360 Weight:107 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-10-14 oc bracing:8-9. REACTIONS. (Ib/size) 7=583/0-6-0 (min.0-1-8),11=652/0-6-0 (min.0-1-8) WEBS 1 Row at midpt 3-8 Max Horz 11=218(LC 8) Max Uplift7=63(LC 11),11=48(LC 11) Max Grav7=697(LC 38),11=671(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2038/472,3-12=-588/109,4-12=-464/127,4-13=-550/138,5-13=-694/122, 2-11=-733/187 BOT CHORD 3-9=-284/1083,8-9=-557/1847,7-8=-63/426 WEBS 3-8=-1463/560,4-8=-52/385,5-7=-773/134,2-9=-346/1598,9-11=-258/203 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCD L=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MW FRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 IU uplift atjoint(s)7,11. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW r' �\��Op�HER * cl � * nLU S6308 _ A�40FESSIC Job fuss I rusS Vype Qty Fly Harvest Pointe B-2 180108038 T27 ROOF SPECIAL 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:16 2018 Page- I D:TmRpBZYRh BBIxRjn5DeRgMzz679-SzZxLdwluHrxJ4j 18Mi3hnAfnJ4J19oQkEV?DOzrg2 Q-11-p 3-0-0 9-0-0 15-6-0 0-11-b 3-0 0 6-0-0 6-6-0 4x4= Scale=1:55. 4 11 12 11.00 12 3x6�,/ 3x8 5 3 W4 3x6 2 48= 7 2x4 11 O 1 2 3x10= w 10 9 3x4 2x4 I I 23200 0 0 9-0-0 15-6-0 3 0 0 ' 6-0-0 6-6-0 Plate Offsets(X,Y)-- r3:0-1-0,0-1-81,r8:0-5-8,0-2-4) LTCLL 23.1 LOADING(psf) 3 1 SPACING- 1-7-3 CSI. DEFL: in (loc) I/dell Ud PLATES GRIP (Ground Snow=3 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.07 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.15 7-8 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code IRC2015/rP12014 Matrix-S Wind(LL) 0.07 7-8 >999 360 Weight:102 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-0-1 oc bracing:7-8. REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-8) WEBS 1 Row at midpt 3-7 Max Horz 10=203(LC 8) Max Uplift6=-62(LC 11),10—49(LC 11) Max Grav6=634(LC 21),10=670(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—2040/463,3-11—590/108,4-11=422/127,4-12=496/120,5-12=-638/98, 2-10=-735/186,5-6=-558/112 BOT CHORD 3-8=-276/1086,7-8=-543/1845 WEBS 3-7=-1458/548,4-7=-24/355,5-7=-63/325,2-8=-337/1598 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed.for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,10. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SOF NEW P� CO . \OPHER r n W ` 56308 A�OFESSIONP� Job cusstoss ype Qty Ply Harvest Pointe B-2 " 180108038 T28GE Monopitch Supported Gable 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:50:18 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-OMhhmJyYPu5fZOthFnkXmCG737yDDBTjBY 5HGzrg2 -0-11-03-0-0 0-11-0 3-0-0 2x4 I 4 Scale=1:23. 8 11.00 12 2x4 11 3 1 W2 2x4 11 2 T1 W1 ' 1 7 6 5 2x4 11 2x4 I I 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2' n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:22 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=120/3-0-0 (min.0-1-8),5=63/3-0-0 (min.0-1-8),6=90/3-0-0 (min.0-1-8) Max Horz 7=122(LC 8) Max Uplift7-80(LC 7),5=-31(LC 8),6=-1 40(LC 8) Max Grav7=203(LC 22),5=86(LC 21),6=188(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.(l;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1'psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5 except(jt=lb) 6=140. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard oF NEW . (OPNER 0 \y F rf W m � AROFESSIONP� Job russ Truss Type Qty Ply Harvest Pointe B-2 18010803B T29 COMMON 3 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:21 2018 Page' I D:Tm RpBZYRhBBIxRjn5De Rg Mzz679-pxMgOK_RipTEQrcGxvl EOgtW?KwjQXW9uWCmubzrg2v r0-11-0 6-6-0 13-0-0 13-11-Q 0-11-0 6-6-0 6-6-0 0-11-0 Scale=1:37. 9 10 11.00 12 4x6 46 2 4 5 , 1 v 7 2x4 II 3x10= 62x4 I 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- 2:0-2-12;0-1-81,[4:0-2-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 7-8 >999 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 7 >999 360 Weight:81 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=553/0-6-0 (min.0-1-8),6=553/0-6-0 (min.0-1-8) Max Horz 8=-170(LC 9) Max Uplift8=47(LC 11),6=-47(LC 12) Max Grav8=566(LC 21),6=566(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=493/88,3-9=-330/10T,3-10=330/107,4-10=-493/88,2-8=-507/135,4-6=-507/135 BOT CHORD 7-8=-197/317 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard oF NEWY ' �OPFIER0 - r � 0 m 2 56308 A�OFESSIONP Job russ toss ype ty y Harvest Pointe B-2'. 180108038 T29A, COMMON. 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries;Inc.Thu Jan 2512:50:23 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-IJUap00hEQg6lf2KKiTFzsg8cBuR1 SLghsyUzrg21 r0-1 1-q 6-6-0 13-0-0 0-11-0 6-6-0 6-6-0 Scale=1:37. g 9 11.00 12 46/i 46 4 2. v� 6 2x4 11 3x10 52x4 I 6-6-0 13-0-0 6-6-0 6-6-0• Plate Offsets(X,Y)-- [2:0-2-12.0-1-81,[4:0-2-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.03 5-6 >999 486 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 5-6 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 BCDL 110.0 Code IRC2015/TP12014 Matrix-S . Wind(LL) 0.00 6 5999 366 Weight:79 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2- TOP CHORD Structural wood sheathing directly applied or 6,-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=556/0-6-0 (min.0-1-8),5=486/0-6-0 (min..0-1-8) Max Horz 7=163(LC 10) Max Uplift7=-47(LC 11),5=35(!_C 11) Max Grav7=569(LC 21),5=516(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-497/87,3-8=-297/107,3-9=-329/100,4-9=-491/79,2-.7=510/134,4-5=-440/97 BOT CHORD 6-7=-205/305 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for.this design. 4)This truss has been designed for greater of min,roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5. 6)This truss is designed in accordance with the 2015 International Residential Code sections-R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWOf y . P, O r o: n . �J 2 - - 5630$ A�OFESSIONP Job russ truss rype Qty - yHarvest Pointe B-2 10010803B T29GE COMMON SUPPORTED GAB _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:26 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-9uAjR22ZXL6W WcUDjSuP5ubUQLgC51Du1 owWZpzrg2l IN-11 11-0 6-6-0 13-0-0 13-11-0 0-11-0 6-6-0 .6-6-0 0-11-0 Scale=1:37. 19 20 5 7 .11-00F12 4 8 T Ki T 9 T T 10 2 3 ri 11 18 17 16 15 14 13 12 3x6= 3x6=' 1300 13-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 10 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 10=11 n/r 80 TCLL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 12 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:91 Ib FT=.4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP,No.3. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. OTHERS 2x4 SP No.3 REACTIONS: All bearings 13-0-0. " (lb)- Max Horz 18=-1 70(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)i8,12,16,14 except 17-130(LC 11),13=-128(LC 12) Max Grav All reactions 250 Ib or less at joints)18,12,15,16,14,13 except 17=254(LC 21) FORCES. (lb)-Max.Comp./Maz.Ten.-All forces 250(lb)or less except when shown. WEBS 6-15=-252/141 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C,C for members and forces&MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of.the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End.Details as applicable,or consult qualified building designer as per ANSI/TPI 1.. .- 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc: 10)Provide mechanical connection(by others)of truss to`bearing plate capable of withstanding 100 Ib uplift at joint(s)18,12,16,14 except (jt=lb)17=130,13=128. 11)This truss is designed in accordance with the 2015.International Residential Code sections R502.11.1 and'R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard (SOF NEW C�P �OPHER.G, O,Q� Q�� r O . . C 663016 �OFESSIONP Job russ I fuss I ype Qty y Harvest Pointe B-2 180108038 T30 MONOPTCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:29 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-aTrr434SgGU5N4DoPaR6jWDpTZUdl1 CKim8BA7zrg2c 1-11-0 7-0-8 13-9-818-7-0 20-6-8 2 -0 0 1-11-0 7-0-8 6-9-0 4-9-8 1-11-8 -5-8 5.81. 12 7 - Scale=1:51. 3x4 i 3x4 5 6 4 2x4\\ 0 4 W3 5x6 5x6 3 13 1 12 4x6= 2 L R1 R2 1 IM 11 10 b 3x10 II 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 21-Or0 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- [2:0-8-2,Edgel,[8:Edge,0-1-8],[9:0-6-0.0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.19 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.39 9-11 >627 360 BCDL 15.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.09 9-11 >999 360 Weight:146 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1-11),2=915/0-6-0 (min.0-2-0) Max Horz 2=312(LC 8) Max Uplift9=-131(LC 11),2=-1 17(LC 11) Max Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten:-All forces 250(lb)or less except when shown. TOP CHORD 2-13-1775/192,3-13=1626/204,3-4=-1505/222,4-5-1335/189,5-6=-1058/203 BOT CHORD 2-11=-195/1415,,10-11=-115/787,9-10=-115/787 WEBS 4-11=-542/196,6-11=58/723,6-9=-1 082/232 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)9=131, 2=117. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEWY ,,OpHER G V�\y c 8630a A�OFESSIONP Job cuss I cuss I ype Qty PlyHar vest Pointe B-2 . 180108038 T30A MONOPITCH 8 1 Job Reference'(optional) Universal rarest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:32 2018 Page' I D:Tm RpBZYRhBB]xRin5DeRgMzz679-_2X_i57K6Bsg EXxN4j?pL9rL2mVGVOxnPkNmSzrg2. 1-11-0 7-0-8 13-9-8 18-7-0 1 20-6-8 2 -Oro 1-11-0 7-0-8 6-9-0 4-9-8 .1-11-8 -5-8 7 5.81 12 I Scale=1:51. 3x4 3x4 5 . 6 4 2x4\\ V 5 o o, 4, W3 0 5x6 5x6 3 13 1 2 L7 1 12 46R2 1P = IC? 11 10 0 3x10 11 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 21 Oro 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- [2:0-8-2,Edoe1 r9:0-6-0,0-2-81,[12:0-3-0,0-1-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.20 9-11 >999 480. MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.41 9-11 >610 360 TCDL 15.0 Rep Stress lncr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.10 9-11 >999 360 Weight:143 Ib FT=4% . . LUMBER- BRACING- TOP CHORD 2x4 SPNo.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SP No.3 . BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1.11),2=915/0-6-0 (min.0-2-0) Max Horz 2=312(LC 10) Max Uplift9_131(LC 11),2=117(LC 11) Max'Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=1775/192,3-13=-1627/205,3-4=-1505/222,4-5=-1335/189,.5-6=-I 059/203 . BOT CHORD 2-11=-I 95/1416,10-11=-115/787,9-10=-1 15/787 WEBS 4-11=-542/196,6-11=-58/724,6-9=-1083/232 NOTES= 1)Wind:ASCE 7-10;.Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.6psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B'Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to,bearing plate.capable of withstanding 100 Ib uplift at joint(s)except{jt=1b)9=1,31, 2=117. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced , standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard '(SOF NEW �j'�P �OpHER r n W 5630E AR��EtoNP�� s.S Job russ I russ I ype Uty Fly Harvest Pointe B-2 180108038 T30GR MONOPITCH 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:35 2018 Page ID:Tm RpBZYRhBBIxRjn5DeRgMzz679-PdC6K79D P6 EF5?gylrYWznTg5zYQikwD6hbVOnzrq; 1-11-0_ 7-0-8 13-9-8 18-7-0 20-6-8 21 Oro 1-11-0 7-0-8 6-9-0 4-9-8 1-11-8 80-5-8 7 5.81 12 I Scale=1:51. 3x4 3x4 6 5 4 2x4\\15 �vid 4 W3 0 5x6 O 5x6 3 14• 13 1 aaa 2 Li 1 12 4x6= 00 IC; 11 10 4x10 II 9 4x4= 3x4= 5x16 10-5.0 20-6-8 21-Or0 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- [2:0-8-2,Edgel,[9:0-6-0,0-2-81,[12:0-3-0,0-1-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.19 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.37 9-11 >668 360 TCDL 15.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) -0.10 9-11 >999 360 Weight:143 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and Ti:2x4 SP SS 2-0-0 oc purlins(6-0-0 max.):7-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP No.1 WEBS 1'Row at midpt 8-9,7-9,6-9 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=857/0-6-0 (min.0-1-13),2=1992/0-6-0 (min.0-2-14) Max Horz 2=312(LC 8) Max Uplift9=-113(LC 11),2=-1 28(LC 11) Max Grav9=1 171(LC 27),2=2460(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=2697/176,13-14=-2069/66,3-14=2013/94,3-4=-1940/175,4-15=-1551/142, 5-15=-1 509/154,5-6=-1282/168 BOT CHORD 2-11=-127/1765,10-11=-99/858,9-10"--99/858 WEBS 4-11=-814/153,6-11=-22/982,6-9=-1 180/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp:;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)9=113, 2=128. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and k802.10.2 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,331 3 EW 37,38,39 has/have been modified.Building designer must review loads to verify that they are correct for the intended use o ).o 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord: �P` OpHEI2 G •Qf 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1252 Ib down and 1 I r 1-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. �Q 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * V LOAD CASE(S) Standard : 1c Continued on page 2 6630E V AROFESS1011 Job rusS I russ I ype Qty Ply Harvest Pointe B-2 180108038 T30GR MONOPITCH 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO - 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:50:35 2018 Page; I D:TmRpBZYRhBBIxRin5De RgMzz679-PdC6K79D P6 EF5?gylrYWznTg5zYQikwD6hbVOnzrq: LOAD CASE(S).Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-61,7-15=-61,2-9=-16,7-8=-61 Concentrated Loads(lb) Vert:13=-1000(F) Trapezoidal Loads(pit) Vert:13=-108(F=-47)-to-15-62(F=-1) 2)Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-52,7-15=-52,2-9=-28,7-8=-52 Concentrated Loads(lb) Vert:13=-1036(F) Trapezoidal Loads(pit) Vert:13=-99(F=-47)-to-15=53(F-1) 3)Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-13=-52,7-15=-52,2-9=-28,7-8=-32 Concentrated Loads(lb) Vert:13=-1036(F) Trapezoidal Loads(plf) Vert:13-99(F=47)-to-15==53(F=-1) 4)Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-32,7-15=-32,2-9=-28,7-8=-67 Concentrated Loads(lb) Vert:13=-1036(F) Trapezoidal Loads(plf) Vert:13-79(F-47)-to-15=-33(F=-1) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=45,2-13=25,7-15=25,9-12=-27,2-9=-1 0,7-8=22 Horz:1-2=-54,2-7=-34,8-9=27 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=194(F) Trapezoidal Loads(pit) Vert:13=-22(F=47)-to-15=24(F=-1) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-17,2-13=-86,7-15=-36,9-12=24,2-9=-16,7-8=-33 Harz:1-2=-7,2-7=12,8-9=-24 Drag:7-8=0 Concentrated Loads(lb) Vert:13=-674(F) Trapezoidal Loads(pit) Vert:13=-83(F=-47)-to-15=37(F-1) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-13=2,7-15=2,9-12=-16,2-9=-10,7-8=21 Horz:1-2=-22,2-7=-12,8-9=16 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=152(F) Trapezoidal Loads(plf) Vert:13=-45(F=-47)-to-15=1(F-1) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=5,2-13=10,7-15=10,9-12=13,2-9=-1 q,7-8=21 Horz:1-2=-15,2-7=-19,8-9=-13 Drag:7-8=-0 Concentrated Loads(lb) Vert:I8=152(F) Trapezoidal Loads(plf) Vert:13=37(F=-47)-to-15=9(F=-1) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-17,2-13=-21,7-15=-21,9-12=-7,2-9=-16,7-8=-2 Horz:1-2=-7,2-7=-3,8-9=7 Drag:7-8=-0 Concentrated Loads(lb) . Vert:13=-732(F) OF NEW Trapezoidal Loads(plf) P(� �/)' Vert:13=68(F=-47)-to-15=22(F-1) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 r � Continued on page 3 56308 Q� V A�40FESSIOr1P Job cuss Inuss lype Qty 7YTH.a,rvest Pointe B-218010803B T30GR MONOPITCH 2 b Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MIT&Industries,Inc.Thu Jan 2512:50:35 2018 Page ID:TmRpBZYRhBBIxRjn5 DeRgMzz679-PdC6K79D P6 EF5?gylrYWznTg5zYQikwD6hbVOnzrq: LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-9,2-13=-14,7-15=-14,9-12=22,2-9=16,7-8=-2 - Horz:1-2=-1 5,2-7=-10,8-9=-22 Drag:7-8=0 Concentrated Loads(lb) Vert:13=-578(F) Trapezoidal Loads(plf) . Vert:13=-61(F-47)-to-15=-15(F_1) 11)Dead+0.6 MWFRS Wind(Pos.Internal)Ist Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-13=21,7-15=21,9-12=-15,2-9=-10,7-8=8" Horz:1-2=-26,2-7=31,8-9=15 Drag:7-8=-O Concentrated Loads(lb) Vert:13=152(F) Trapezoidal Loads(plf) Vert:13=-26(F=47)-to-15=20(F=1) 12)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=4,2-13=8,7-15=8,9-12=11,2-9=-1 0,7-8=8 Horz:1-2.13,2-7=-1 8,8-9=-1 1 Drag:7-8=0 Concentrated Loads(lb) Vert:13=4(F) Trapezoidal Loads(plf) Vert:13-39(F=-47)-to-15=7(F=-1) 13)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber.Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-13=21,7-15=21,9-12=-15,2-9=-10,7-8=8 Horz:1-2=-26,2-7=-31,8-9=15 Drag:7-8=-O Concentrated Loads(lb) Vert:13=152(F) Trapezoidal Loads(plf) Vert:13 Job RISS Truss Type MY Fly Harvest Pointe B-2 180108038 T30GR MONOPITCH 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:35 2018 Page I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-PdC6K79DP6E F5?gylrYWznTg5zYQikwD6hbVOnzrq; LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-13=35,7-15=-35,2-9=-16,7-8=-81 Concentrated Loads(lb) Vert:13=-1000(F) Trapezoidal Loads(plf) Vert:13=82(F=-47)-to-15=36(F=1) 20)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-13=-24,7-15=-24,2-9=-32,7-8=-24 Concentrated Loads(lb) Vert:13=-728(F) Trapezoidal Loads(plf) Vert:13=71(F=47)-to-15-25(F=-1) 21)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 . Uniform Loads(plf) Vert:1-2=-46,2-13=-50,7-15=-50,9-12=-61 2-9=-28,7-8=-35 Horz:1-2=-5,2-7=-2,8-9=6 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1195(F) Trapezoidal Loads(plf) Vert:13=97(F-47)-to-15=-51(F-1) 22)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-13=-44,7-15=-44,9-12=16,2-9=-28,7-8=-35 Horz:1-2=-1 1,2-7=-8,8-9=-1 6 Drag:7-8=-O Concentrated Loads(lb) Vert:13=-1079(F) Trapezoidal Loads(plf) Vert:13=-91(F=47)-to-15=45(F=1) 23)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0:75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=32,2-13=-35,7-15=-35,9-12=-5,2-9=-28,778=-45 Horz:1-2=-20,2-7=-16,8-9=5 Drag:7-8=-O Concentrated Loads(lb) Vert:13=-1 183(F) Trapezoidal Loads(plf) Vert:13=82(F-47)-to-15=36(F=1) 24)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1..60,Plate Increase=1.60. . . Uniform Loads(plf) Vert:1-2=-42,2-13=-45,7-15=451 9-12=15,2-9=-28,7-8=-45 Horz:1-2=-1 0,2-7=-6,8-9=-1 5 Drag:7-8=-0 Concentrated Loads(lb) Vert:113=:11079(!F) Trapezoidal Loads(plf) Vert:13-92(F=-47)-to-15-46(F=1) 25)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-24,7-15=-24,2-9=-16,7-8=-56 Concentrated Loads(lb) Vert:13=-936(F) Trapezoidal Loads(plf) Vert:13=-71(F=47)-to-15=-25(F=-1) 26)3rd Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-35,7-15=-35,2-9=-16,7-8=-104 Concentrated Loads(lb) Vert:13=-1076(F) Trapezoidal Loads(plf) Vert:13=-82(F=-47)-to-15=36(F=-1) 27)4th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-61,7-15=-104,2-9=-16,7-8=-35 Concentrated Loads(lb) Vert:13-1076(F) Trapezoidal Loads(plf) Vert:13=-108(F=47)-to-14=-101(F=-40),14=-144(F=-40)-to-15=-105(F=1) 28)5th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=11.1 OF NEW Uniform Loads(plf) Vert:1-13=-32,7-15=-32,2-9=-28,7-8=-84 CO�Q' Concentrated Loads(lb) �5 Vert:13=-1093(F) * �� Trapezoidal Loads(plf) Vert:13=-79(F=-47)-to-15=33(F=-1) 2N LeciF�a �� Continued on page 5 6630B v R��ESSIONP' Job russ I russ I ype ty7job rvest Pointe B-2 18010803B T30GR MONOPITCH 2 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:35 2018 Page! I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-PdC6K79DP6EF5?gylrYWznTg5zYQikwD6hbVOnzrq: LOAD CASE(S) Standard 29)6th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.,Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=52,7-15=-84,M=28,7-8=-32 Concentrated Loads(lb) Vert:13=-1093(F) Trapezoidal Loads(plf) Vert:13=99(F=47)-to-14=-92(F=40),14=-124(F_40)-to-15=-85(F=-1) 30)7th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=27,2-13=-30,7-15=-30,9-12=-61 2-9=-28,7-8=-67 Horz:1-2=-5,2-7=-2,8-9=6 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1252(F) Trapezoidal Loads(plf) Vert:13==77(F=47)-to-15=31(F—1) 31)8th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-46,2-13=-50,7-15=-82,9-12=-6,2-9=-28,7-8=-1 6 Horz:1-2=-5,2-7=-2,8-9=6 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1252(F) Trapezoidal Loads(plf) Vert:13=-97(F=-47)-to-14=-90(F=-40),14=-122(F=40)-to-15=83(F=1) 32)9th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-13=-25,7-15=-25,9-12=16,2-9=-28,7-8=-67 Horz:1-2=-11,2-7=-8,8-9=-1 6 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1137(F) Trapezoidal Loads(plf) Vert:13=-71(F—47)-to-15=26(F=-1) 33)10th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-13=-44,7-15=-76,9-12=16,2-9=-28,7-8=-1 6 Horz:1-2=-11,2-7=-8,8-9=-16 Drag:7-8=-O Concentrated Loads(lb) Vert:13=-1 137(F) Trapezoidal Loads(plf) Vert:13=-91(F=-47)-to-14=-84(F=-40),14=-116(F=40)-to-15=-77(F=-1) 34)11th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1 2,2-13=-1 6,7-15=-16,9-12=-5,2-9=-28,7-8=-77 Horz:1-2=-20,2-7=-16,8-9=5 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1240(F) Trapezoidal Loads(plf) Vert:13=-63(F=-47)-to-15=17(F=1) 35)12th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:172=-32,2-13=-35,7-15=-67,9-12=-5,2-9=-28,7-8=-26 Horz:1-2=-20,2-7=-16,8-9=5 Drag:7-8=-0 Concentrated Loads(lb) Vert:13=-1240(F) Trapezoidal Loads(plf) Vert:13=-82(F=-47)-to-14=-76(F=-40),14.108(F=40)-to-15=-68(F—1) 36)13th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-13=-26,7-15=26,9-12=15,2-9=-28,7-8=-77 Horz:1-2=-10,2-7=-6,8-9=-15 Drag:7-8=-O Concentrated Loads(lb) Vert:13=-1137(F) Trapezoidal Loads(plf) N Vert:13=7 —3(F=-47)-to-15=-27(F1) ��OF Elry yo 37)14th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)-2nd Parallel):L Increase=1.60,Plate Increase=1.60 3ontinued on page 6 66308 v AROFESSI&I Job cuss Truss Type QtY PlY Harvest Pointe B-2 18010803B T30GR MONOPITCH 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:35 2018 Page 1 I D:Tm RpBZYRhBBIxRjn5DeRgMzz679-PdC6K79DP6EF5?gylrYWznTg5zYQikwD6hbVOnzrq: LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-42,2-13=-45,7-15=-77,9-12=15,2-9=-28,7-8=-26 Horz:1-2=-10,2-7=-6,8-9=-15 Drag:7-8=0 Concentrated Loads(lb) Vert:13=-1 137(F) Trapezoidal Loads(plf) Vert:13=-92(F=-47)-to-1 4=-86(F=-40),14=-118(F=40)-to-15=-78(F=-1) 38)15th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-35,.7-15=-35,2-9=-16,7-8=-104 Concentrated Loads(lb) Vert:13=-1 076(F) Trapezoidal Loads(plf) Vert:13=-82(F=-47)-to-1 5=-36(F=-1) 39)16th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-61,7-15=-104,2-9=-16,7-8=-35 Concentrated Loads(lb) Vert:13=-1076(F) Trapezoidal Loads(plf) Vert:13=-108(F=-47)-to-14-101(F=-40),14=144(F=-40)=to-15=-105(F==1) OF NEW �CQ OpHER c O,p n S630B ARS SSioNP� Job mss I rusS I ype Qty Ply Harvest Pointe B-2 180108038 Vol VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:37 2018 Page' I D:TmRpBZYRhBBIxRjn5DeRgMzz679-LOKt1pATxkUyKJgLtGa_2CYHVnROAmfwz?4cSgzrg2( 10-7-2 10-7-2 3x4 11 Scale=1:44. 4 9.00 12 2x4 11 8 3 T 2x4 11 ST 22 1 v 0 0 3x4 7 6 5 2x4 11 2x4 11 2x4 11 0-4-5 10-7-2 0- -5 10-6-13 LOADING(psf) 23 1 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP CLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:54 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5 REACTIONS. All bearings 10-6-12. (lb)- Max Horz 1=226(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,5,7 except 6=-1 29(LC.11) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=410(LC 20),7=31NI-C 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-294/158 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23:1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,5,7 except Qt=1b) 6=129. 5)Non Standard bearing condition. Review required. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEVV cO?"ER G 1� w v ??OPE SV Job russ Truss ypety y Harvest Pointe B-2 180108038 V02 VALLEY 1 1 . Job Reference o tional Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:40 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-Ia0?NgDLEfsXCmZwYO8hgrAq W_RzN7myFzJG3?zrg2 9-4-3 9-4-3 2x4 11 Scale=1:40. 3 9.00 12 6 2x4 11 2 T T 1 o' 6 2x4 5 4 2x4 11 2x4 11 I T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015fTP12014 Matrix-S Weight:45 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=152/9-3-14 (min.0-1-8),4=101/9-3-14 (min.0-1-8),5=421/9-3-14_ (min.0-1-8) Max Horz 1=198(LC 8) Max Upliftl=6(LC 7),4=43(LC 8),5=159(LC 11) Max Gravl=209(LC 21),4=136(LC 20),5=507(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-349/193 NOTES- 1)Wind:ASCE 74;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.opsf;BCDL=6.opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except Qt=lb) 5=159. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEWY ,�Opt-1ER 0 m . . 66309 A�OFESSIONP Job russ I RISS ypety y Harvest Pointe B-2 18010803B V03 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:42 2018 Page ID:TmRpBZYRhBBIxRjn5DeRgMzz679-iz7moWEcmG7FR4ilfpA9IGF9Wo8Nr1 oFjHoN7tzrg2l 8-1-4 8-1-4 2x4 113 Scale=1:34.. 9.00 F12 6 2x4 11 T ci 2 T 1 v 0 0 2x4 5 4 2X4 11 2x4 II I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.45 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCLL 155.0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:38 Ib- FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=104/8-0-15 (min.0-1-8),4=113/8-0-15 (min.0-1-8),5=361/8-0-15 (min.0-1-8) Max Horz 1=170(LC 8) Max Uplift1=13(LC 7),4=39(LC 8),5=136(LC 11) Max Grav 1=156(LC 21),4=148(LC 20),5=436(LC 20) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-304/193 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=1'03mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except Qt=1b) 5=136. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard '(SOF NEW r W 6630E A'40FESSIOXA Job russ Iruss lype Uty yHarvest Pointe B•2 180108038 VO4 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:44 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-eMFW DCGsItNzgNshnECdghKXEbg8JxZYAbHTCmzrq2 6-10-5 6-10-5 2x4 11 3 Scale=1:29. 9.00 F12 6 T 2x4 I INi 17LC2 T 1 -T 0 6 2x4 4- 5 4 2x4 11 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-P BCDL 10.0 Weight:31 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=48/6-10-0 (min.0-1-8),4=120/6-10-0 (min.0-1-8),5=314/6-10-0 (min.0-1-8) Max Horz 1=142(LC 8) Max Upliftl=22(LC 7),4=35(LC 8),5=-1 19(LC 11) Max Grav1=95(LC 21),4=154(LC 20),5=379(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-265/172 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0.psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except(jt=1b) 5=119. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEW CO�CQ' �OpHER G .O,Qi n � . 56308 o AROFESS10k, Job cuss I cuss I ype ty y Harvest Pointe B-2 180108036 VOS VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:50:47 2018 Page ID:TmRpBZYRhBBIxRjn5DeRg Mzz679-2xxfrDlkaolYXrbGS MmKSJy_OppMW l6_sZV8p5zrg2 5-7-7 5-7-7 2x4 11 2 Scale=1:24. 9.00 12 4 T W1 1 v 0 6 2x4 32x4 11 0-0-5 5-7-7 0- -5 5-7-2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.53 Vert(LL)- n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 100 Code IRC2015TFP12014 Matrix-P Weight:23 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=194/5-7-1 (min.0-1-8),3=194/5-7-1 (min.0-1-8) Max Horz 1=114(LC 10) Max Upliftl=-7(LC 11),3=52(LC 11) Max Grav 1=216(LC 21),3=241(LC 20) FORCES. (lb)-Max.Comp./Max.Tena-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 5)Non Standard bearing condition. Review required. 6)This,truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSl1rPI 1. LOAD CASE(S) Standard SOF NEK/ V r W C7 � 5630E A�OFESSIONP Job russ I russ Iype Qty P y Harvest Pointe B-2 180108038 V06 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 M7ek Industries,Inc.Thu Jan 2512:50:49 2018 Page, ID:TmRpBZYRhBBIxRjn5DeRgMzz679_J3PGvK?6Q?Fn9leZnooXk2OLcWe_CcHKt_Etzzrg2 4-4-8 4-4-8 2x4 11 Scale=1:19. 2 4 9.00 12 T W1 1 81 a 6 3 2x4,i 2x4 11 I LOADING(psf) 23 1 SPACING- 1-7-3 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2015[TP12014 Matrix-P Weight:18 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=146/4-4-3 (min.0-1-8),3=146/4-4-3 (min.0-1-8) Max Horz 1=86(LC 8) Max Upliftl=5(LC 11),3=39(LC 11) Max Grav1=163(LC 21),3=182(LC 20) FORCES.- (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWY ��P.GOPHER 1 0 S6308 �� ARORESS1oNP� Job russ I russ Fype Qty Ply Harvest Pointe B-2 180108038 V07. VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:51 2018 Page' ID:TmRpBZYRhBBIxRjn5DeRgMzz679-xiAAhbLFe1 FzOSul hCgGc97nOQELS65ZnBULyszrg2 3-1-9 319 2x4 2 Scale=1:14. 9.00 F12 T W1 1 131 Y a 6 3 2x4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 TCLL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:12 Ib FT=4% LUMBER- BRACING= TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 _ end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=98/3-1-4 (min.0-1-8),3=98/,3-1-4 (min.0-1-8) Max Horz 1=58(LC 8) Max Upliftl=4(LC 11),3=26(LC 11) Max Grav1=109(LC 21),3=122(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C-C for. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires.continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard OF NE�yy HER 0 C� S6306 v A�OF- SIONP Job toss Truss Type Qty y Harvest Pointe B-2 18010803B V08 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:50:53 2018 Page' ID:TmRpBZYRh BBIxRjn5DeRgMzz679-t5lw6HNVAeVhFm2QodtkhaC81 EvVwObsFVzSOkzrg2 1-10-10 1-10-10 Scale=1:9. 2x4 11 2 9.00 12 T W1 1 Bi 6 6 3 2x4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a 999 TCLL 155.0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015fTP12014 Matrix-P Weight:7 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 except end verticals. WEBS 2x4 SP No.3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=50/1-10-5 (min.0-1-8),3=50/1-10-5 (min.0-1-8) Max Horz 1=29(LC 8) Max Upliftl=-2(LC 11),3=-13(LC 11) Max Grav1=56(LC 21),3=62(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard of: NEW �CQ OPHER G O,A� .;y_c r r � m ti0 6630 Q� v ROFESS10Np' Job fuss Truss Type Qty Fly Harvest Pointe B-2 18010803B V09 ROOF SPECIAL 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130s Dec 122017 MiTek Industries,Inc.Thu Jan 2512:50:56 2018 Page' ID-Tm RpBZYRhBBIxRjn5De RgMzz679-Hf_3kIPOTZtG6Dn_UIQRJDgUHRgJ7MIJxSB6c3zrgl 3-3-2 7-3-2 11-3-2 20-10-4 3-3-2 4-0-0 4-0-0 9-7-2 v 7 e-,91:35. 3.50 F12 8 3x6 2x4 II 12 3x4% 6 2x4 11 5 4 , i 2x4 11 3 5.81 12 2x4 11 a1 2 0 11 3x4= 2x4 I 10 5x6= H 3-3-2 7-0-0 7r3T 11-3-2 11g-2 17-3-2 20=10-4 0 7 3 5_5.2 3-8-15 0-3-1 4-0-0 0-0-1 6-0-0 3-7-2 Plate Offsets my)-- 60:0-4-0,0-2-81 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.12 11 >752 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.24 11 >382 360 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.10 11 >915 360 Weight:72 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS I 2x4 SPNo.3 REACTIONS. All bearings 0-3-8 except(jt=length)7=13-0-0,2=0-4-0,9=0-4-0,9=0-4-0. (lb)- Max Horz 2=183(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)7,2,10 except 9—`[09(LC 7) Max Grav All reactions 250 Ib or less at joint(s)7,8 except 2=324(LC 3),9=551(LC 18),9=449(LC 1),10=474(LC 2),10=449(LC 1),8=254(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-10=-317/1107,6-9=-508/195 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,2,10 except(jt=lb) 9=109. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard e'OF NEW C0?14ER G r ' � A 4T ? S630S 4, AROFESS10t, 14-2" 13'0" - 15116�f=______ I III IIII fill 1'7:/16" IIII i IIII H l IIII V7 /16" T01 6)' H l II IIII ! O NII 13' III j 11,10" 14'2" IIII IIII ; o INI IIII !III in Jill r III - IIII 4'0" IIII i IIII II Il T02SGE IIIIFF - IIII 0 o M! T02GR ih LID -. - - — 9 q 'US2 ------------ - ,I I'II056 an o not a ui ed. r - 01 1 71 V(2 1 T05(4) V03 04 I V05 (0 I LEI. J (0 t 06 V11 - I 708 F I 1 0It LO L2 r N 00 O r• 00 O n _O N co M H H H f— fes— 00 H F- co M O N M Q M r O CIO a. CL a m L o- rn CD C0 C0 '0 11/16" f o m io � o :(D ti a 1 m o IVLO IIII 6'4" \- IIII T IIII Iii .l . Ill' io II 11 H ..... ........ ' II I II IIII IIII IIII IIII IIII II S CEO LL. _-1 T03 > T22 0 io 21 II t m T23 C o 44L261.' T24 T26 I f6 �-C I 3 L } o 0 m - �s ao I f i ! T29A ;0 1'7 /1 " i x 1'73'/16" 1'7: 16" T296E -- -- ---- 14 thru T21 sit on a 2x6 top plate connected to T30 and T30A 2X6 end vertical. 2'6" 2'6" 13'0" 18'4" Notes: Standard wall height is 11'. Verify all dimensions and truss heel heights. Some framing may be'required to complete comers, hips and valleys. Harvest Pointe H A TRUSSPLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be ncorporated into the building design at the specification of the building designer. See individual design sheets for each �{ use design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing Magnolia B-Z (Alt ThZ) truss layout f the roof and floor system and for the overall structure. The design of the truss support structure including headers,beams, alls,and columns Is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of UFP New York LLC �ood trusses"available from the Truss Plate Institute,583 D'Onifrio Drive;Madison,WI 53179.It is the responsiblility of the General 01/17/18 ontractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions,and se.If they do not,it is the responsiblility of the General Contractor/Superintendent to provide prints/plans containing the latest specifications For A roval ® A Universal Forest Products Companyand designs. Universal Forest Products will not be responsible for print/plan changes by others after final approval ofshop drawings,nor will p pp ur,s ma"w irc�rt"m/u"y"m r�cairn"".sraewaea/r�slsa ��e hey be responsible for errors or modifications made on-site during construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR" 1°O1 O°O3B ANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL ESIGNATEO BY UFP. UFP WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT RIOR WRITTEN AUTHORIZATION FROM UFP Job russ Truss Type 5iy 17092219E FOt FLOOR Harvest Pointe Recreation Bldg 15 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MIT&Industries,Inc.Tue Oct 1016:19:16 2017 Page 1 ID:9s?1?XvV 1 OsKEXtwSLHcKkybgYH-WKhTeB6PdUQyM2y9wSRC0a2ty0ov9UJryo78EByUnOv 26 1-9-6 0H4 8 0-hi-8 Scale-1.43.6 26 11 34 FP= 3x8 FP= 4x6 11 2x6 II 3x6 11 5x6= 2x6 11 34 11 2x6 I 1 46 11 5x8= 3x6 11 5x6= 1.5x4= 1 2 3 4r.9 5 6 7 8 9 10 11 TA 12 13 14 0 25 ld o 1 ob 24 23 22 21 20 19 18 17 16 15 34= 3x8= 3x4= 3x8 MT20HS FP= 410= 1.5x4 II 3x8= 1.5x4 11 48= 1.5x4 11 15-0.6 20-1-14 , 26-1-14 15.0.6 5-1-8 6.0.0 Plate Offsets(X,Y)-- [2:0-3-0,Edge],[5:0-3-0,Edge],[6:0-3-0,Edge],[10:0-4-0,Edge],[12:0-3-0,Edge],[13:0-1-8,Edge],[14:0-3-0,Edge],[15:0-5-0,Edge],[18:0-4-12,Edge], [22:0-1-8,Edge1,[23:0-3-12,Edge1,[25:0-1-8,0-0-101 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TOLL 100.0 Plate Grip DOL 1.00 TO 0.65 Vert(LL) -0.36 22-23 >676 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.4222-23 >570 360 MT20HS 1871143 BOLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.07 18 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-S Weight:185 Ib FT=40/.F,40/.E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 24-1331/0-2-8 (min.0-1-8),15.-257/0-3-8 (min.0-1-8),18.2889/0-5-4 (min,0-1-8) Max Uplift15--622(LC 3) Max Grav24-1338(LC 10),15-334(LC 4),18=2889(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3341/0,3-4=-3341/0,4-5=-3589/0,5-6--3589/0,6-7=-1970/0,7-8=-1970/0, 8-9=-1960/0,9-10=-1960/0,10-11=0/2718,11-12=0/2718,12-13=-283/1282 BOT CHORD 23-24=0/2064,22-23=0/3960,21-22=0/3589,20-21=0/3589,19-20=0/3589,17-18_12821283, 16-17=-12821283,15-16=-12821283 WEBS 11-18=-373/0,2-24--2369/0,10-18=-3147/0,2-23=0/1474,10-19=0/2190,3-23=-328/0, 8-19=-411/213,4-23=-715/0,6-19=-1890/0,4-22=-776/416,5-22=-176/325, 13-15--315/1467,12-18--2061/0 NOTES- 1)Unbalanced floor live loads have been considered for this design, 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-lb)15-622. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard ��pF NE01Y S630B AROFESSIO't � Job cuss Truss Type Qty Fly Harvest Pointe Recreation Bldg 17092219F F02 FLOOR 15 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,No 8.030 s Apr 8 2017 MTek Industries,ho.Tue Oct 1016:19:19 2017 Pa 1 ID:?s?1?XvV1OsKEXIwSLHcnybgYH-xuNbGD8HwPpXE1 hkcbyeDgUfd88Mg01emLorWyUn6s �� 2-6-0 Scale=1:45.0 2x6 II 26 II 3x6 FP= 34 FP= 3x611 5x8MTi8H= 2x611 5x6= 46 II 4x611 5x6= 2x611 5x8MTi8H= 3x8 II 1 2 3 4r,, 5 6 7 8 9 10 11 Ti 12 13 14 RP 1 � Ico r d 24 23 22 21 20 19 18 17 16 16 5x8= 5x8 MTi8H= 3x10 M18SHS FP= 300 M18SHS FP= 5x8 MT18H= 5x8= 6x6= 2x6 II 24 11 5x6= 27-1-12 27-1-12 Plate Offsets(X,Y)-- [2:0-3-12,Edge],[4:0-3-0,Edge],[7:0-3-0,Edge],[8:0-3-0,Edge],[11:0-3-0,Edge],[13:0-3-12,Edge],[15:Edge,0-3-0],[16:0-3-12,Edge],[17:0-1-12,Edge], [19:0-3-0,0-0-0],[20:0-3-0,EdgeL[22:0-2-12,Edge],[23:0-3-12,Edge1,[24:Edge,0-3-01 LOADING(psf) SPACING- 1-4.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 100.0 Plate Grip DOL 1.00 TO 0.30 Vert(LL) -0.6519-20 >496 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.7519-20 >431 360 MT18H 244/190 BOLL 0.0 Rep Stresslncr YES WB 0.70 Horz(CT) 0.11 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code IB02015ITP12014 Matrix-S Weight:236 Ib FT-40/.F,40/.E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) and verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 24-2062/0-2-8 (min.0-1-8),15-2062/0-2-8 (min.0-1-8) FORCES. (lb)-Max.Comp,/Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 2-3--6057/013-4=-607710,4-5--9254/0,5-6--9254/0,6-7=-9254/0,7-8=-9745/0,8-9=-9254/0,9-10--9254/0, 10-11.-9254/0,11-12=-6077/0,12-13=-6057/0 BOT CHORD 23-24=0/3486,22-23=0/8021,21-22-0/9745,20-21=0/9745,19-20=0/9745,18-19-0/9745,17-18=0/9745,16-17=0/8021, 15-16=0/3486 WEBS 13.15=-396210,2-24=-396210,13-16=012958,2-23=0/2958,12-16=-38010,3-23=-380/0,11-16--2207/0,4-23=-2207/0, 11-17-011409,4-22-0/1409,10-17=-461/32I 5-22=-461/32,8-17=-1300/532,7-22--1300/532,7-20--268/285, 8-19--268/285 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24,15. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard ®F NEW E: 0: 01 56308 ARO sstoNP�" Job Russ Truss Type Qty Ply Harvest Pointe Recreation Bldg 17092219E F03 FLOOR 10 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1016:19:22 2017 Page 1 ID:?s?1?XvV1 QsKEXWSLHcKkybgYH-LT2kuFB9CKB55UQJHIYcGrl?4r92ZCwkKiaTRrytJn6p 2-6-0 0 611 0-A-8 Scale=1:45.5 2x8 11 2x6 11 3x6 FP= 4x8 II 3x6 FP= 2x8 11 3x6 II 5x8 MT18H= 2x6 II 5x6= 4x6 II 5x6= 2x6 11 5x8 MT18H= 1.5x4= 1 2 3 5 6 7 8 9 10 11 12 13 14 0 25 0 0 1 °b o rr d 24 23 22 21 20 19 18 17 16 15 5x8= 5x8= 3x10 M18SHS FP=2x6 11 3x10 M18SHS FP= 5x8= 5x8= 5x6= 2x6 II 5x8= 26-9-14 26-9-14 Plate Offsets(X,Y)-- [2:0-3-12,Edge],[4:0-3-0,Edge],17:0-3-0,Edge],[8:0-3-0,Edge],[11:6-3-0,Edge],[13:0-3-12,Edge],[14:0-3-0,Edge],[15:0-5-0,Edge],[16:0-3-12,Edge], r17:0-1-12,Edgel,[19:0-3-0,0-0-01,[20:0-3-0,Edgel,r22:0-2-12,Edge],[23:0-3-12,Edgel,[24:Edge,0.3-0],[25:0-1-8,0-0-10] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loo) I/defl L/d PLATES GRIP TOLL 100.0 Plate Grip DOL 1.00 TO 0.29 Vert(LL) -0,62 20 >513 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.72 20 >446 360 MT18H 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.69 Horz(OT) 0.11 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code IBC2015/TPI2014 Matrix-S Weight:234 lb FT-4%F,40/.E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 24=2037/0-5-8 (min.0-1-8),15.2028/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-596810,3-4--5988/0,4-5--9074/0,5-6--9074/0,6-7=-9074/0,7-8--9523/0,8-9=-9074/0,9-10=-9074/0, 10-11=-907410,11-12--5988/0,12-13=-5969/0 BOT CHORD 23-24=0/3441,22-23=0!7886,21-22=0/9523,20-21=0/9523,19-20=0/9523,18-19=0/9523,17-18=0/9523,16-17=0/7886, 15-16=013438 WEBS 13-15=-38981012-24.-3910/0,13-16=0/2912,2-23-0/2908,12-16=-381/0,3-23.-379/0,11-16=-2154/0,4-23=-2155/0, 11-17-0/1357,4-22=0/1357,10-17=-442115,5-22=-442/15,8-17=-1198/531,7-22--1198/531,7-20=-264/280, 8-19=-264/280 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)15 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard ��OF NEW �C�y,�OpHE13 G O'Q< E: C1 S630S t�,= A�OFESSIOX4 Job russ Truss Type y Harvest Pointe Recreation Bldg 17092219F F04 FLOOR 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1016:19:24 2017 Page 1 ID:?s?f?XvV1 QsKEXIwSLHcl4rybgYH-HsAUJxCQkxRpKoZhO8a4LGNJxerZ16Y1 n13ZWjyUn6n 0-1-8 H260 01!�-44 0-1A-8 Scale-1;45.4 3x6 11 3x6 II 2x6 II 3x6 FP= 3x6 FP= 26 II 1.5x4= 5x8 MT18H= 2x6 11 5x8= 2x6 11 26 11 5x6= 2x6 11 5x8 MTI 8H 1.5x4= 0 1 2 3 4 5 6 7 8 9 10 11 TA 12 13 14 0 625 26 ]d o 1 C6 m 17 0 24 23 22 21 20 19 18 17 16 15 5x8= 5x8= 3x10 M18SHS FP= 5x6= 5x8= 5x8= 5x6= 3x10 M18SHS FP= 2x6 11 2x6 I I 26-7-14 26.7-14 Plate Offsets(X,Y)-- [2:0-3-12,Edge],[4:0-3-0,Edge],[11:0-3-0,Edge],[13:0-3-12,Edge],[14:0-3-0,Edge],[15:0-5-0,Edge],[16:0-3-12,Edge],[17:0-1-12,Edge],[19:0-3-0,0-0-0], [20:0-3-0,Edge],r22:0-2-12,Edge],[23:0-3-12,Edgel,[24:0-5-0,Edge],[25:0-1-8,0-0-10],[26:0-1-8,0-0-101 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TO 0.39 Vert(LL) -0.64 20 >495 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.74 20 >430 360 MT18H 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.11 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code ISC2015/TP12014 Matrix-S Weight:232 lb FT-40/.F,4%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 24=2015/0-3-8 (min.0-1-8),15.2015/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5919/0,3-4--5939/0,4-5--8976/0,5-6=-8976/0,6-7--8976/0,7-8--9416/0,8-9=-8976/0,9-10--8976/0, 10-ii.-897610,11-12=-5939/0,12-13=-5919/0 BOT CHORD 23-24-0/3417,22-23-0/7820,21-22=0/9416,20-21-0/9416,19-20=0/9416,18-19=0/9416,17-18-0/9416,16-17=0/7820, 15-16=0/3417 WEBS 13-15=-387510,2-24.-3875/0,13-16-0/2880,2-23-0/2880,12-16.-374/0,3-23.-374/0,11-16=-2136/0,4-23=-2136/0, 11-17=0/1320,4-22=0/1320,10-17=-425/8,5-22=-425/8,8-17=-1153/521,7-22--1153/521,7-20=-280/297, 8-19=-280/297 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)24,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVrPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0,131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard OF NEK, OpHER O O�Q.� 56308 V� A�®FESSI Job ruse Truss Type Qty Ply Harvest Pointe Recreation Bldg 17092219F F05 Floor 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 6 2017 MTek Industries,Inc.Tue Oct 1016:19:26 2017 Pae 1 ID:?s?1?XvV10sKEXIwSLHcKk=r-DFIFkcEgGZhXZ6i4WZcYQhScuSbcV9gKFLYgacyUn61 0.1-8 F I , 2.4.15 1 —I Scale:1'=I' 11.5x4 11 2 3x4= 31.5x4 11 6 7 I 1.5x4= 1-5x4= 1 2 Wi 0 co L 3L 4 3x6= 3x6= 5-3-14 5-3-14 Plate Offsets(X,Y)-- [1:Edge,0-0-12],[5:0-4-8,Edgel,[6:0-1.8,0-0-12],[7:0-1-8,0-0-12] LOADING(psf) SPACING- 1-4-0 CSI. DER. in (loc) I/dell L/d PLATES GRIP TOLL 100,0 Plate Grip DOL 1.00 TO 0.55 Vert(LL) 0.00 5 **** 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.07 4.5 >845 360 BOLL 0.0 Rep Stress[nor YES WB 0.12 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:28 Ib FT-49/617,40/.E LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=380/0-5-8 (min.0-1-8),4=380/0.5.8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when'shown. BOT CHORD 4-5-0/377 WEBS 2-4--435/0,2-5=-435/0 NOTES- 1)Bearing at joint(s)5,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TP 1 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF NEyy)- Op`"ERG O�< �2 $6308 V� A�O�ESS10%A Job russ Truss Type CV Ply Harvest Pointe Recreation Bldg 17092219E F06 Floor 9 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1016:19:28 2017 Page 1 ID:?s?l?XvV1 QsKEXIwSLHcKkybgYH-AdQ?91FwoAxFpPtSd_e0 W6YIG52zy5ddI nfUyUn61 0-1-8 H 1 2-6-0 Scale=1:23.6 1.5x4 II 1.5x4= 3x6= 1.5x4 II 1.5x4 II 3x6= 3x4 II 0 1 2 3 43x4= 5 6 7 �3 Ck C ELI 11 10 9 3x6= 3x4= 1.5x4 ll 3x6= 3x6= 14-5-14 14-5-14 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[4:0-1-8,Edge1,[11:0-1-8,Edge],[12:0-4-8,Edge1,[13:0-1-8,0.0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 100.0 Plate Grip DOL 1.00 TO 0.98 Vert(LL) -0.23 9-10 >752 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.25 9-10 >686 360 BOLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:74 Ib FT-4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 cc bracing:9-10. REACTIONS. (Ib/size) 12-1083/03-8 (min.0-1-8),8=1092/0-2-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3--2439/013-4=-2439/0,4-5=-2411/0,5-6.-2411/0 BOT CHORD 11-12=0/1577,10-11-0/243919-10-0/2439,8-9=0/1571 WEBS 6-8=-1821/0,2-12_1821/0,6-9=0/980,2-11=0/1029,5-9=-450/0,3-11=-381/0,4-9=-475/311 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8, 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard or- NEW co��090 F1EG n � 66308 AROFESS01 JobHassTruss Type y Harvest Pointe Recreation Bldg 17092219E F07 Floor 7 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 a Apr 8 2017 MITek Industries,Inc.Tue Oct 1016:19:31 2017 Pee 1 ID:?s?1?XvV1 QsKEXIwSLHcKkybgYH-a068nKip55Jggtc1J6Ci71ARDT8YAlU3OdFRGpyll�n6g 0-1.8 �� H` 2-6.0 f— —i Scale=1:26,9 1.5x3 11 1.5x3= 3x8= 1.5x3 11 3x4= 3x4= 1.5x3 11 3x6 FP= 3x8= 3x4 11 0 1 2 3 4 5 6 7 8 TO 9 017 c C 15 14 13 12 11 3x8= 34= 1.5x3 11 3x10 MT20HS FP= 3x6= 1.5x3 II 34= 16-5.14 16-5-14 Plate Offsets(X,Y)-- [4:0-1-8 Edgel,[5:0-1-8,Edgel,[11:0-1-8 Edgel,[16:0-6-8,Edgel LOADING(psf) SPACING- 1-4.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.21 14 >940 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.24 14 >817 360 MT20HS 148/108 BCLL 0.0 Rep Stress lncr YES WB 0.61 Horz(CT) 0.06 10 n/a n/a BCDL 5.0 Code IB02015/TPI2014 Matrix-S Weight:80 Ib FT-40/.F,40/.E LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 16-1236/0-3-8 (min.0-1-8),10.1245/0-2-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3--2907/0,3-4--2907/0,4-5--3306/0,5-6=-2906/0,6-7--2906/0,7-8=-2906/0 BOT CHORD 15-16=0/1828,14.15=0/3306,13.14=0/3306,12-13=0/3306,11-12=0/3306,10-11=0/1830 WEBS 8-10=-2122/0,2-1 6=-21 1 210,8-11=0!1256,2-15=0/1260,6-11=-409/0,3-15=-411/0,5-11=-719!126,4-15 719/127 NOTES. 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 5)This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard or-NEW 0914ER0 r r lY C) tn� � 66306 V� ARO SSI Job Cuss Truss Type City Ply Harvest Pointe Recreation Bldg 17092219F FOS Floor 7 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 6.030 s S 2017 MTek industries,Inc.Tue Oct 1016:19:33 2017 Page 1 ID.?s?1?XvV1QsKEXIWSLHoKkybgYH- DuC?J3diZYvBmQQXEBDAFnFHyReHuMsxkYKiyUn6e 0-1-8 H i 2-6-0 I 1-11-0 1-3-15 Scale=1:14.1 1.5x4 II 3x4= 1.5x4 II 1 2 3 43x4= 53x4 11 Ti 10 1.5x4= C NI 2 3 N1 c c L Bi 8 3x4= 6 1.5x4 11 3x6= 3x8= 4-11-07-9-14 4-11-0 1-3-15 1.6-15 Plate Offsets(X,Y)-- [I:Edge,0-0-121,[2:0-1-8,Edge],[7:0.1.8,Edge] [9:0-4-8 Edger [10:0-1-8 0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.07 8-9 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IB02015/TP12014 Matrix-S Weight:40 Ib FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No,2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=571/0-3-8 (min.0-1-8),6=581/0.2-8 (min.0-1-8) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-701/0,3-4=-701/0 BOT CHORD 8-9-0/70117-8-01701,6-7-01459 WEBS 4-6=-669/0,2-9=-801/0,4-7=0/432 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0,131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards, LOAD CASE(S) Standard OF NEW Y co �OpHER 0 O,Q� 5630E V� A�OFESStOVI Job ruse Truss ypey Harvest Pointe Recreation Bldg 17092219F F08A FLOOR 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MMelk Industries,Inc.Tue Oct 1016:19:35 2017 Pae 1 ID:?s?1?XvV1OsKEXIwSLHcKkybgYH-TzLedhLJ8KgF8UvpYyGflbK9Y4ZR69bWFDfPayUgn6o 0.1.8 F I I 2-6-0 ! 1-11-0 1-3-15 Scale=1:14.1 1.5x4 11 3x4= 1.5x4 II 1 2 3 43x4= 53x4 II 10 1.5x4= C N1 2 3i e L 8 3x4= 6 1.5x4 11 3x6= 3x8= 4.11-06-2-15 -9-14 4.11-0 7-6- 1-3.15 115 Plate Offsets(X,Y)-- [1:Edge,0-0-12] [2:0-1-8,Edgel,[7:0.1-8,Edgel,[9:0-4-8,Edge] [10:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TOLL 100.0 Plate Grip DOL 1.00 TO 0.56 Vert(LL) -0,09 8-9 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) -0,10 8-9 >955 360 BOLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:43 Ib FT-4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=857/0-3-8 (min.0-1-8),6-871/0-2-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-264/16,1-10=-264/16,2-3--1052/0,3-4=-1052/0 BOT CHORD 8-9-0/1052,7-8-011052,6-7-0/687 WEBS 4-6=-1002/0,2-9=-1 201/0,3-7=-384/01 4-7=0/655 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard SOF NEW v� ASO =SSIONP ' i a�aa 5 21'10 cW = P S<W d (7 C W WSZO m��E'sm8�-mgoo 1RBI ! �` mO�°gyp¢ !APE ui:cWOrY E m i w�.c c o a�n�W O F 1 U W (A i0 rnO1��°�`ti�c=u�7U oil .3 -J0 Ur ad - - _ - - - - ° .1 9n o�cy`gamzQz E» v .S� i naM. OQLL s . c0�n$�.c r S �U.ccCI C,00 C ! ! Due to span, loading and deflection criteria, a ;,a b poor truss depth has been increased to 20" �'__ Wo= L° 0-0 US c��°,Q N mcLc�i. Z- D F_.O mt-.O��U crKQ, 15'8" 2vd aim-moo Z`t m1'n' �0'° =E�wLL , � r• O Cm yl6_ii!E z- 5 - o��@ w� Q. 2EQ�O F v, Zv Z. 0 v u B9 _19t1 w W�'�>d Nd fQ a E d ES �wLL� 3 :o g20>>,,ra mvmm 7a N"_rLLQ I Z pE� I &.0 m 8N>�C yUw0. Q Olw�N Om 8� €�mLLz U E- m avb-.oaZC70 i 28�'$- oumicmQW-R' a CA 5'1U' saw B, r 5„ z M,�/� (L S r I p { N a O 1 0 ILL (a j I is 11'10" V Cn O O N L CV aD O O +-' O O n T o O LL Reay I a i a� Job rusS Truss Type Ply Harvest Pointe B-2 18010804B PB10 GABLE 1; 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Wek Industries,Inc.Thu Jan 2512:36:43 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-mZxbjd5KLUPIH83266dPEK?o1 boPmZolnF3TB?zrgf 20-0-14 . 20-0-14 Scale=1:33. = � 7.00 12 5x6 5x6= 3 4 5 6 7 r_1 F1 o I Loi T T STI T 1 1 2 I 89 Li 1_1 C? 0 66 3x4= 15 14 13 12 11 10 3x4= 3x4= 0-9-12, 19-3-2 20-0-14 0-9-12 18-5.6 o-9-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:66 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=31(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,9,2,13,14,11,8,15,10 Max Grav All reactions 250 Ib or less atjoint(s)1,9,15,10 except 2=262(LC 30),13=512(LC 29),14=463(LC 29), 11=463(LC 29),8=262(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-13=-445/91,4-14=-405/82,6-11=405/82 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3=second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C.,Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable;-or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf,(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,2,'13,14,11,8, 15,10. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �,,�or NEIv Y r Of 0 5630$ � ARO sSIOX4 Job russ I russ I ype City Ply Harvest Pointe B-2 18010804B Pet CIA GABLE 1 Do 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:36:49 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-ajlszh95xKAR?3XCMNkpUbFp??rfAH3eABWnOfzrgFl 20-0-14 20-0-14 Scale=1:33. 5x6= 5x6= 16 5 7 6 7 I 7.00F1_ 6 0 T Ni T 1. 2T T I Ni1 LN 1 2 B9 0 co —T. 3x4= 15 14 13 12 11 10 3x4= 3x4= 0912, 1932 200-14 0-9-12 18-5-6 0-9-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a " n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 8 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:76 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=-55(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)13,14,11,15,10 except 1=325(LC 38),9—317(LC 30),2=-1 33(LC 11),8=-123(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,9 except 2=677(LC 30),13=530(LC 29),14=370(LC 29), 11=370(LC 29),8=677(LC30),15=351(LC 38),10=340(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-13=-460/95,4-14=-342/83,6-11=-342/82,,3-15=-256/58,7-10=-256/48 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS " .(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left'and right exposed;C-C.for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult,qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding: 6)All plates are 2x4.MT20 unless otherwise indicated. 7)Gable requires continuous.bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,14,11,15,16 except Qt=lb)1=325,9=317,2=133,8=123. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the.purlin along the top and/or bottom chord. oF NEW Y LOAD CASE(S)_Standard CO �O G . 'P �5 r � V S6$0$ � ARS SS104 Job russ russ ype ty y Harvest Pointe B-2 180108048 P81OB GABLE 1 1 ' Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:36:54 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-xg5100DElsok5q PA9wJ_BfyeVOXtrYxNJTDY4tzrgF 7-2-2 12-10-11 20-0-14 7-2-2 5-8-9 7-2-2 Scale=1:33. 3x4 2x4 11 3x4= 4 5v c4 II 6 2x4111 0 3 0 7 7.00 12 C cc T 1 q T T ch 14 15 B 89 1 2 101 131 01 m 0 . 0 6 3x4 13 12 11 10 3x4= 2x4 11 2x4 11 3x4= 2x4 11 ,0-9-12, 19-3-2 20.0-14 0-9-12 18-5-6 0-9-12 Plate Offsets(X,Y)-- [4:0-2-0,Edge),(6:0-2-0,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.57 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code IRC2015fTP12014 Matrix-S Weight:74 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=-78(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)12,13,10 except 1=-456(LC 38),9=434(LC 30),2=-144(LC 11), 8=-126(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,9 except 2=781(LC 30),12=447(LC 29),13=590(LC 38), 10=585(LC 40),8=781(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-108/282 WEBS 5-12=-396/80,3-13=-492/126,7-10=-492/121 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCD L=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,13,10 except Qt=1b)1=456,9=434,2=144,8=126. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building . . .designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.. ��OF NEW Y LOAD CASE(S) Standard gP pHER �•Q g `y�Oc G .r m2 :> rP 56308 A�OFESSIONP� Job rusS I mss I ype Qty Ply Harvest Pointe B-2 180108048 B1 OC GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:36:59 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-Ieve46HMaPQ1 Cb[7yTvAuigUV1 E?Wo66TkxJ14zrgF 9-2-13 10-10-1 20-0-14 9-2-13 1-7-4 9-2-13 Scale=1:38. 3x4 2x4 11 3x4= v 4 5 v IT 6 I 0 6 7.00 12 2x411 15 16 2x411 1 3 7 f 11 T T IT 1 2 89 0 0 —4L 66 3x4= 13 12 11 10 3x4 2x4 11 2x4 11 3x4= 2x4 11 0-9-1?y 19-3-2 20-0-14 0-9-12 18-5-6 -9-1 Plate Offsets(X,Y)-- [4:0-2-0,Edge],(6:0-2-0,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:77 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=102(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-447(LC 38),9=-421(LC 30),2=-152(LC 11),13=-102(LC 11), 8—130(LC 12),10=-100(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,9 except 2=857(LC 30),12=258(LC 44),13=616(LC 38),8=857(LC 30),10=614(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-128/294 WEBS 3-13=-507/150,7-10=-507/148 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/PI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 447 Ib uplift at joint 1,421 Ib uplift at joint 9, 152 Ib uplift at joint 2,102 Ib uplift at joint 13,130 Ib uplift at joint 8 and 100 Ib uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEW), LOAD CASE(S) StandardHER 0�i C7 to - 66308 V� AROFESS1 Job russ Fruss I ype Qty Ply Harvest Pointe B•2 18010804B PB11 GABLE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:03 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-AP88vTKtedxSg DbuBJ_62YgD8fb9ScaiOMvXurzrq F 10-0-7 20-0-13 10-0-7 10-0-6 44= Scale=1:39. 4 7.00 F12 12 13 2x4 11 2x4 I I 3 5 T 1 T T T 12Bi Ell n 67 0 r� � o 3x4= 11 10 9 8 3x4= 2x4 11 2x4 11 3x4= 2x4 11 p-9 12 19-3-2 20-0-1$ 0-9-12 18-5-6 -9-1 Plate Offsets(X,Y)-- (5:0-0-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:78 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=-1 13(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)except 1=-316(LC 21),7=-273(LC 22),2=147(LC 11),11=-112(LC 11), 8=-1 11(LO 12),6=-124(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,7 except 2=566(LC 21),10=252(LC 21),11=463(LC 21),8=463(LC 22),6=540(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=327/160,5-8=-327/159 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 316 Ib uplift at joint 1,273 Ib uplift at joint 7, 147 lb uplift at joint 2,112 Ib uplift at joint 11,111 Ib uplift at joint 8 and 124 Ib uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard (SOF NEWY ERG .0'Pi r � 0 6630$ �? v ROFESS1 Job fuss rusS ype Qty y Harvest Pointe B-2 18010804B PB13 GABLE 11 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:06 2018 Page' ID:xK3oGYLb04sCyprNOgrVEYzvB2g-b_gHYVMIxYJ1 YgKTsRXpgBSjAsdufzB84K7BUAzrgE 10-0-7 21-2-7 10-0-7 11-2-0 6x6 Scale=1:38. 7.00F1_2 2x4 II 2x4 II 5 5.81 12 3 15 T T 2 2x4 11 6 T I 0 12 A R11 OL-LLJ B2c 8 6I 3x4= 13 12 11 10 9 48 7 2x4 11 2x4 11 3x4- 2x4 11 2x4 11 CIp-9-12 20-8-15 23 1-14 E ! 19-11-3 2-4-15 Plate Offsets(X,Y)-- [4:Edge,0-3-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.02 8 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 8 n/r 80 BCDL 15.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:88 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-2-14. (lb)- Max Horz 1=-1 28(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)10,9,14 except 1=-323(LC 21),2=-148(LC 11),13=-1 13(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=569(LC 21),12=276(LC 21),13=460(LC 21),10=350(LC 4),9=257(LC 2),14=301(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-14=-301/123 WEBS 3-13=-348/160,5-10=-273/146 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right,exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,9,14 except(jt=1b) 1=32312=148,13=113. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSIIfPI 1. pF NEW 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b )>o designer. �P HER C, (Op LOAD CASE(S) Standard V .n �. 6630$ A�40FE`SSIOX_ Job cuss russ ype Qty y Harvest Pointe B•2 18010804B P620 GABLE _ 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:08 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-XNy1 yBOOSAZIn_UszsZHICY3?glk7uMRXecIY3zrgE I 2x4 11 Scale=1:28. 3 6 10.53 12 T co 1 v 21 0 Ir 5 2x4 o 3x4= 4 0- 3 5-5-14 5-f}6 07--7-3 4-10-12 -3- Plate Offsets(X,Y)-- (2:0-1-6,0-1-81 LTCLL 231 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP (Ground Snow=30. Plate Grip DOL 1.15 TC 0.44 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IRC2015(f P12014 Matrix-P Weight:26 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=-451/5-9-11 (min.0-4-9),5=0/5-9-11 (min.0-4-9),2=712/5-9-11 (min.0-4-9),4=158/5-9-11 (min.0-4-9) Max Horz 1=144(LC 10) Max Upliftl=-541(LC 21),2=427(LC 11),4=43(LC 8) Max Grav1=398(LC 11),2=805(LC 21),4=210(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-289/380 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing atjoint(s)1,5,2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)4 except Qt=lb)1=541, 2=427. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard OF NEW t0PHER G O,Q r 1� n 56305 A�OFESSIONP� Job rusS I rusS Fype Qty yHarvest Pointe B-2 180108048 PB25 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:11 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-xydAbCQul5xKeRCRf_7_N EgU?tKrKF5tDcry90zrq E 5-3-3 5-9-7, 5-3-3 0-6-3 3x4= 4x4 11 Scale=1:26. 3 4 IN 0 10.53 12 T o 0 1 v> d. 12 0 I� 6 4x4/i o 3x4= 5 0-7- O3- 3 5.5-15 0-7-3' 4-10-12 Plate Offsets(X,Y)-- [3:0-2-0,Edge],[4:Edge,0-3-61,[5:0-1-4,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:25 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins:3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=-382/5-9-11 (min.0-4-12),6=0/5-9-11 (min.0-4-12),2=638/5-9-11 (min.0-4-12),5=163/5-9-11 (min.0-4-12) Max Horz 1=130(LC 10) Max Uplifts_727(LC 31),2=236(LC 11),5=45(LC 8) Max Grav 1=216(LC 11),2=1135(LC 31),5=268(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-190/492,2-3=-280/87 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)1,6,2,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joinl(s)5 except(jt=1b)1=727, 2=236. 10)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. oF NEW Y LOAD CASE(S) Standard n 2 663,016 t�,= A�OFESSIO�P� Job russ Truss Type Qty Fly Harvest Pointe B-2 180108048 PB25A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:15 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-githQaTPpJ R173 WCugBwX4KHcUkVG3ST8 Ep919zrq E 5-9-7 5-9-7 Scale=1:19. 44= 2x4 11 l0 3 g 4 T2 Lj 10.53 12 T 7o W1 W2 Cl) N 2 81 1 2xa= I 7 6 6 5 2x4= 2x4 11 0-7-3 5-5-15 9- 0-7-3 4-10-12 -3- LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:25 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins:3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 5-9-11. (lb)- Max Horz 1=85(LC 1.0) Max Uplift All uplift 100 Ib or less at joint(s)5,6 except 1=290(LC 31),2=-1 64(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5,6 except 2=563(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;.cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)1,7,2,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,6 except Qt=lb) 1=29012=164. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building . designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or boflom chord. LOAD CASE(S) Standard � O HER�y�.Q �. \�qOp G r � n cl tn2 6630B AR�FESSIONA Job russ I russ I ype Qty Ply Harvest Pointe B-2 180108048 T01 COMMON 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 2512:37:17 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-m6_RrFVftxiTMMgb?FEOdVPXRIKPjxglcYIGNi zrgE1 r0-11-Q 7-1-0 14-2-0 15-1-0, 0-11-0 7-1-0 7-1-0 0-11-0 4x4= Scale=1:40. 3 9.00 F12 9 10 CC 3x10 3x10�� 2 4 1 2 5 IC 8 7 6 3x6 11 4x8= 3x6 00144-4 4- 2 7-1-0 13-9-4 1 -2 0 0-4 2 6-8-4 6 8-4 0-4- 2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.07 7-8 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 7-8 >999 360 Weight:84 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wi:2x6 SP No.2 REACTIONS. (Ib/size) 8=597/0-4-8 (min.0-1-8),6=597/0-4-8 (min.0-1-8) Max Horz 8=-151(LC 9) Max Uplift8-59(LC 11),6=-59(LC 12) Max Grav 8=605(LC 2),6=621(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9-558/315,3-9=-408/333,3-10=383/333,4-10-533/315,2-8=548/299,4-6=548/299 BOT CHORD 7-8=-185/370,6-7=-152/279 WEBS 3-7=-253/214 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW n O 66308 . V RO sS1 Job cuss I russ I ypety y Harvest Pointe B-2 - ]Q 18010804B T01GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:20 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-AggaUHXXes42DgO9gNn5E81 AYVRWwIYCIVWwzMzrgl 1-0-11-017-1-0 14-2-0 115-1-0 0-1 1-0 7-1-0 7-1-0 0-11-0 4x4= Scale=1:33. 6 5 7 9.00 12 4 8 T T T 9 3 2 T! ST2 10 I T T 11 20 19 18 17 16 15 14 13 12 Or4-12 14-2-0 04-12 13-9-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 10 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 10 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 12 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:92 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-8. (lb)- Max Hotz 20=-151(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,17,18,15,14 except 20=122(LC 7),19=128(LC 8), 13=-114(LC 12) Max Grav All reactions 250 Ib or less at joint(s)20,12,16,17,18,19,15,14,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,17,18,15,14 except(jt=lb)20=122,19=128,13=114. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502:11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 7 QF NEiN), OPFiER G r tY 0 2' 56306 V� AROFESS104 Job russ I russ I ype City Ply Harvest Pointe B-2 180108048 T02 COMMON 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:23 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-bFMi6JaQwnSd4H7kM WLosmfbyjLO7b2e_TlbahzrgE Q-110 6-2-4 512-1-0 17-10-121-12 24-2-0 25-1-P tl-11-b 6-2-4 -10-12 5-16-2-4 -11- 5x8= Scale=1:60. 9.00 12 5 46 46 4 6 44 44 3 7 Ci W3 3x4 11 2 5 3x4 11 2 8 9 I 13 12 11 10 46= 3x8= 46= 46= 0-{t-,12 13-5-0 24-2-0 0-4- 2 5-9-8 7-2-12 10-9-0 Plate Offsets(X,Y)-- [4:0-3-0,Edge1,[6:0-3-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.1412-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2912-13 >553 360 BCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.2812-13 >568 360 Weight:175 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 3-12,5-12 W1:2x6 SP No.2 REACTIONS. (Ib/size) 12=890/0-6-0 (min.0-1-8),10=485/0-6-0 (min.0-1-8),13=588/0-4-8 (min.0-1-8) Max Horz 13=221(LC 10) Max Upliftl2=56(LC 11),10=-75(LC 12),13=68(LC 11) Max Grav 12=933(LC 2),10=526(LC 22),13=607(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD .2-3=-446/458,7-8=-404/165,2-13=-424/359,8-10=-426/169 BOT CHORD 12-13=-133/398 WEBS 3-12=-332/215,5-12=-277/1,7-12=-326/201,3-13=-273/118 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10,13. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWY C, n m = z S630a �' AROFESSIOXA Job cuss I cuss I ypety ply Harvest Pointe B-2 180108046 T02GR COMMON GIRDER 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:30 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-ucHMaifpHwKdQM94GUzReFSjaXiXGfsgb3xSKnzrq E -Q-11r0 6-2-4 12-1-0 16-0-3 19-11-5 24-2-0 0-11-0 6-2-4 5-10-12 3-11-3 3-11-3 4-2-11 9.00 F1�4x6 5 446 Scale=1:70. 4 15 6 16 46 7 4x4 5- 3 4x4 8 5 2x4 11 2 3x4 11 9 2 ' IT 14 13 1712 18 11 19 20 21 10 46= 3x8=5x12 MT18H= 5x12 MT18H= 10x12= 0-¢�12 13-5-0 18-7-12 24-2-0 0 4-'12 13 0 4 5-2-12 Plate Offsets(X,Y)-- f4:0-3-0,Edgel,(6:0-3-0,Edgel,(7:0-1-4,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) 0.0813-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.1210-11 >999 360 MT18H 197/144 BCDL 15.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 13-14 >999 360 Weight:370 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except Ti:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. . WEBS 2x4 SP No.3*Except` W6,W9:2x4 SP No.2 or 2x4 SPF No.2,W1:2x6 SP No.2 REACTIONS. (Ib/size) 13=8087/0-6-0 (min.0-4-2),10=4551/0-6-0 (min.0-2-5),.14=37/0-4-8 (min.0-1-8) Max Horz 14=214(LC 24) Max Uplift13=537(LC 10),10=-305(LC 10),14=-291(LC 27) Max Grav 13=811O(LC 2),10=4593(LC 4),14=515(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-407/261,3-4=-148/660,4-15=-83/669,5-15=-82/779,5-6=-35/962,646=-55/832, 7-16=-74/824,7-8=-3249/301,8-9=-1 106/138,2-14=-426/202,9-10=-752/114 BOT CHORD 13-14=-398/361,13-17=-62/513,12-17=-62/513,12-18=62/513,11-18=-62/513, 11-19=-141/2505,19-20=-141/2505,20-21=-141/2505,10-21=-141/2505 WEBS 3-13=-394/209,5-13=-1 213/70,7-13=-3519/404,7-11—494/5845,8-11=-203/311, 8-10=2377/131,3-14=-1 69/543 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;.end vertical left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. OF NE 7)All plates are MT20 plates unless otherwise indicated. <1_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except U Pf — ERG 10=305,14=291. CO 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 an r f standard ANSI/TPI 1. V 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1745 Ib down and 61 up 13-8-9,1745 Ib down and 105 Ib up at 15-3-12,1745 Ib down and 105 Ib up at 16-10-15,1509 Ib down and 105 Ib up r1 6- , Ib down and 102 Ib up at 20-1-5,and 1297 Ib down and 102 lb up at 21-8-8,and 1551 Ib down and 101 Ib up at 23-3-1 chord. The design/selection of such connection device(s)is the responsibility of others. Continued on page 2 S630$ AR� sstoNP� Job cuss I cuss I ypety Ply Harvest Pointe B-2 180108048 T02GR COMMON GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:31 2018 Page; ID:xK3oGYLb04sCyprNOgrYEYzvB2g-Morkn2gR2ETU1 WkOgBUgBS_uKx2m?66pgjhOsDzrgE' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ,Vert:1-2=-61,2-5=-61,5-9=-61,10-14=-1 6 Concentrated Loads(lb) Vert:13=-1 745(F)11=-1 466(F)17=-1745(F)18=-1 745(F)19=-1261(F)20=-1 261(F)21—1551(F) oF NEVV C GOPHER C 0 r � C'1 2 _ 56308 ARO SWoNP Job russ Truss Type Qty Ply Harvest Pointe B-2 18010804B T02SGE GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:34 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-mNWsQ4iJK9r3vzTsVK1 Np5cTA86yCamGWhvgTYzrgE` 110 6-2-4 12-1-0 17-11-12 24-2-0 5-1- 11- 6-2-4 5-10-12 5.10-12 6-2-4 -11- 5x8= Scale=1:60. 9.00 F12 5 46 46 Q 4 6 4x4�i 44 3 3 7 14 1 ETB 6 W3 3x411 2 S 0 3x411 2 S 1 6 1 S 9 IT 13 12 11 10 46= 3x8= 8x8= 46= 0-A-,12 6-2-4 13-5-0 24-2-0 0-4- 2 5-9-8 7-2-12 10-9-0 Plate Offsets(X,Y)-- [4:0-3-0,Edge],16:0-3-0,Edgel,[11:0-4-0,0-4-81,[16:0-2-0,0-0-121,[16:0-2-0 0-0-51,[28:0-1-6,0-1-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (Icc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.1412-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2912-13 >553 360 BCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.28 12-13 >568 360 Weight:240 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TI:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 3-12,5-12 W1:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 12=890/0-6-0 (min.0-1-8),10=485/0-6-0 (min.0-1-8),13=588/0-4-8 (min.0-1-8) Max Harz 13=221(LC 10) Max Upliftl2=56(LC 11),10=75(LC 12),13=68(LC 11) Max Grav 12=933(LC 2),10=526(LC 22),13=607(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-446/458,7-8=-404/165,2-13=-424/359,8-10=-426/169 BOT CHORD 12-13=-133/398 WEBS 3-12=-332/215,5-12=-277/1,7-12=-326/201,3-13=-273/1 18 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10,13. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802:10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard OF NE►NYD �OpHER G �N r � n tV m - 663016 v� AROFESSIONP Job rusS truss lypery ply Harvest Pointe B-2 180108048 T03 PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:49 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-gGwXZCukomkwCH6ktzouwFk3PBE?DDYTzW2zVBzrq E' Q-11-p 4-5-5 , 7-6-7 , 10-7-9 , 14-2-5 16-11-6 , 20-0-0 d-11- 4-5-5 3-1-2 3� 3-6-12 2-9 2 3-0-10 8 10.53 12 4x4— 9 20 I I Scale=1:57. 5x6= 4x6= 1 3 5x6= 9.00 F12 Ma 5ZI 10 17 1 16 2x4 11 2 4 2 �1 14A 13 21 12 22 11 23 24 10 25 26 9 5x6= 4x6= 7x14 MT20HS= 12x12= 5x12 MT18H= 10x12= Or7-12 5-7-0 5 10 0 10-7-9 15-2-0 20-0-0 0=7-12 4-1140 3 0 4-9-9 4-6-7 4-10-0 Plate Offsets(X,Y)-- f3:0-3-12,0-1-121,[4:0-2-4,0-1-121,[6:0-2-4,0-1-121,f7:0-2-8,0-1-121,[10:0-6-0,0-6-41,[11:0-3-8,0-6-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.0810-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.1410-11 >999 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.02 9 n/a n/a MT18H 244/190 BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.03 10-11 >999 360 Weight:363 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except BOT CHORD 2x8 SP DSS end verticals,and 2-0-0 oc purlins(4-6-6 max.):3-5,6-8. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W5,W9:2x4 SP No.2 or 2x4 SPF No.2,W1:2x6 SP No.2 6-0-0 oc bracing:13-14. WEBS 1 Row at midpt 7-9 REACTIONS. (Ib/size) 9=7501/0-6-0 (min.0-3-15),14=0/0-4-8 (min.0-1-8),13=8154/0-6-0 (min.0-4-4) Max Horz 14=230(LC 6) Max Uplift9—390(LC 6),14=REL,13=-716(LC 9) Max Grav9=7804(LC 30),14=331(LC 41),13=8456(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-271/158,3-16=-139/296,3-17=-195/438,4-17=-195/438,4-5=-6863/303, 5-18=-4707/226,6-18=-4673/237,6-19=-3918/231,7-19=-3917/231,2-14=-433/160 BOT CHORD 13-14=-286/228,13-21=-144/2928,12-21=-144/2928,12-22=-144/2928,11-22=-144/2928, 11-23=-347/6872,23-24=-347/6872,10-24=-347/6872,10-25=-173/2499,25-26=-173/2499, 9-26=-173/2499 WEBS 3-14=-442/334,3-13=-573/227,4-13=-6577/445,4-11=-398/6989,5-11=-526/62, 5-10=4512/246,6-10=-143/2837,7-10=-289/6101,7-9=-6686/336 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;C11=1.1,Lu=74-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. OF NEW 8)All plates are MT20 plates unless otherwise indicated. yo 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(j l� HER 13=716. CO \5� 10)"A"indicates Released bearing:allow for upward movement at joint(s)14. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 dY fire standard ANSI/TPI 1. r . 0: 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor :n 1n :. Continued on page 2 5630$ v� AROFESS1oNA Job cuss Truss Type Q1, 7yH.a,brvest Pointe B-2 18010804B T03 PIGGYBACK BASE GIRDE 1 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:50 2018 Page: ID:xK3oGYLb04sCyprNOgrYEYzvB2g-ISUwnYuMZ4snpRhwRhK7STHE9baEygncBAnW1 dzrgE NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1903 Ib down and 167 Ib up at 7-3-13,1816 Ib down and 136 Ib up at 8-11-0,1734 lb down and 106 Ib up at 10-6-3,1719 Ib down and 86 Ib up at 12-1-6,181.2 Ib down and 81 Ib up at 13-8-9,1812 Ib down and 81 Ib up at 15-3-12,and 1812 It down and 81 Ib up at 16-10-15,and 1509 Ib down and 81 Ib up at 18-6-2 on bottom chord . The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-3=-61,3-5=61,5-6=-61,6-8=-61,9-14=-16 Concentrated Loads(lb) Vert:11—1734(B)10=-1812(B)21=-1903(B)22=-1816(B)23=-1719(B)24=-1812(B)25=-1812(B)26=-1466(B) OF NEyyy .�P HER O \ScopF c E: ( W C> 1U V. S6308 � v �OFESSIONP Job RussTruss Type Qty Ply Harvest Pointe B-2 180108048 T04 Flat Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NG 62,Burlington,NG 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:01 2018 Page" ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UZf4411 F_SEEe712aU0iPnE5hlJP1gdEjOybwUzrgE 2-3-0 , 9-4-8 16-6-0 23-7-8 30-9-0 34-7-3 38.8-14 —3-0 7-1-8 7-1-8 7-1-8 7-1-8 3-10-3 4-1-11 Scale:3/16"= 2x4 I I 46= 2x4 II 3x8= 3x6= 3x4= 3x8=3x6= 3x4= 4x6= 1 2 34 5 6 7 g 9 10 I 20 21 19 22 23 18 24 25 17 26 27 28 2916 30 31 32 15 113 34 35 36 13 37 38 39 1240 41 11 4x6= 4x4= 2x4 2x4 11 I 4x8= 4x8= 2x4 11 4x8= 44= 48= 3 0 9-4-8 16-6-0 237-8 30-9-0 34-7-3 38-8-14 2-0-00-'x-0 7-1-8 7-1-8 7-1-8 7-1-8 3103 4-1-11 Plate Offsets(X,Y)-- (7:0-3-8,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.0914-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.1814-16 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.02 13 n/a n/a BCLL 10.0 Code IRC2015fTP12014 Matrix-S Wind(LL) 0.10 14-16 >999 360 Weight:515 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-10, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=-388/0-2-14 (min.0-1-8),19=2183/0-6-0 (min.0-1-8),13=4148/0-6-0 (min.0-2-7) Max Horz 19=114(LC 6) Max Upliftl l_428(LC 33),19=-762(LC 5),13—1412(LC 6) Max Grav 11=121(LC 6);19=2191(LC 2),13=4150(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=3035/1030,4-5=-3035/1030,5-6=-3035/1030,6-7=-1577/547,7-8=-670/1904, 8-9=-670/1904,9-10=-272/763,10-11---211/685 BOT CHORD 19-22=-922/2528,22-23=-922/2528,23-24=-922/2528,18-24=-922/2528,18-25=-922/2528, 17-25=-922/2528,17-26=-922/2528,26-27=-922/2528,27-28=-922/2528,28-29=-922/2528, 16-29=-922/2528,16-30=-567/1577,30-31—567/1577,31-32=-567/1577,32-33=-567/1577, 15-33=-567/1577,14-15=-567/1577,14-34=-1 904/674,34-35=1904/674,35-36=-1904/674, 36-37=-1904/674,13-37=-1904/674,13-38=-782/277,38-39=-782/277,12-39=-782/277 WEBS 2-19--387/140,3-19=-2761/953,3-17=-204/781,3-16=-213/597,5-16=-428/149, 6-16—584/1665,6-14=-1242/437,7-14=-1357/3977,7-13=-2295/786,9-13=-1671/569, 9-12=-336/1032,10-12=-1065/353 NOTES- 1)2-ply truss to be connected together with IOd(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-:0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60_ 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=740-0 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. pF NEW 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 10_G W yo 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ' gl� – ERG 19=762,13=1412. CO 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and 6802.10.2 an ref standard ANSI/TPI 1. �C o 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor 3ontinued on page 2 S83p8 �_ A�OFESSIONP� Job russ I russ I ypety y Harvest Pointe B•2 18010804B T04 Flat Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:38:01 2018 Page NOTES- ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UZf4411 F_SEEe712aU0iPnE5hlJP1gdEjOybwUzrgE 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 Ib down and 73 Ib up at 1-6-7,147 Ib down and 71 Ib up at 3-1-10, 147 Ib down and 71 Ib up at 4-8-13,147 Ib down and 71 Ib up at 6-4-0,147 Ib down and 71 Ib up at 7-11-3,118 Ib down and 63 Ib up at 9-6-6,118 Ib down and 63 Ib up at 11-1-9,118 Ib down and 63 Ib'up at 12-8-12,147 Ib down and 71 Ib up at 14-3-15,147 Ib down and 71 Ib up at 15-11-2,147 Ib down and 71 Ib up at 17-6-5,147 Ib down and 71 Ib up at 19-1-8,147 Ib down and 71 Ib up at 20-8-11,147 Ib down and 71 Ib up at 22-3-14,147 Ib down and 71 Ib up at 23-11-1,147 Ib dawn and 71 Ib up at 25-6-4 147 Ib down and 71 Ib up at 27-1-7,147 Ib down and 71 Ib up at 28-8-10,147 Ib down and 71 Ib up at 30-3-13,125 Ib down and 73 Ib up at 31-11-0,125 Ib down and 73 Ib up at 33-6-3,125 Ib down and 73 Ib up at 35-1-6,and 125 Ib down and 73 Ib up at 36-8-9,and 130 Ib down and 68 Ib up at 38-7-2 on bottom chord. The design/selection o such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-61,11-20=-16 Concentrated Loads(lb) Vert:11=129(F)17=-94(F)14=-130(F)21=125(F)22=-130(F)23=-130(F)24=-130(F)25=-130(F)26=-94(F)27=-94(F)28=-130(F)29=-130(F)30=-130(F)31=-130(F) 32=-130(F)33=-130(F)34=-130(F)35=-130(F)36=-130(F)37=-130(F)38=-125(F)39=-125(F)40=-125(F)41=-125(F) OF NEW r n 2 66305 A%PESSIOX4 . Job cuss I russ I ype Qty yHarvest Pointe a-2 18010804B T05 MONOPITCH 15 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:38:04 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-u8KgK38GNdoVamdFdaP1 Qsg2EQiEDngPMBFXpzrgE -0-11-0 , 4-0-11 0-11-0 4-0-11 2z4 11 Scale:1/2"=' 3 9.00 12 6 1 W3 3x6 2 1 1 4 5 3x4= 2x4 I I 4-0-11 4-0-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Cade IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 **** 360 Weight:28 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 4-0-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=136/Mechanical,5=219/0-6-0 (min.0-1-8) Max Horz 5=126(LC 8) Max Uplift4=-58(LC 8),5=-1 3(LC 11) Max Grav4=187(LC 21),5=235(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW Op"ER 0 0�i �O 66308 _ ARo sS1 o Nss. . NSS Type ty y Harvest Pointe a-2 180108046 T05A MOType 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:06 2018 Page I D:xK3oGYLb04sCyprNOgrYEYzvB2g-gXSz805Oo_tWkuw?N2ct6rx_w269i70ztfgMbizrgE -2-5-04-0-11 2-5-0 4-0-11 2x4 11 Scale=1:27. 3 9.00 12 6 4x6 T1 2 1 4 5 3x6= 2x4 I I 4-0-11 4-0-11 Plate Offsets(X,Y)-- [2:0-2-14.0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "* 360 Weight:37 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, excepl BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=92/Mechanical,5=354/0-6-0 (min.0-1-8) Max Horz 5=138(LC 8) Max Uplift4-51(LC 8),5=55(LC 11) Max Grav4=143(LC 21),5=411(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-381/179 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for.truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW), _,09"ER G .O'Qi n � . to 6630E A�OFESSIONP Job russ Iruss type Qty Ply Harvest Pointe B•2 18010804B T05B MONOPITCH 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:38:08 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-mvajYi6eKb7E_030UTeLBG1 MLsnjAOAGKz9TfazrgC 0-11-0 4.0-11 0-11-0 4.0-11 Scale:1/2"=' 3x6�i 3 9.00 12 6 1 W3 2x4 11 2 1 5 4 3x6= 2x4 11 0-7-12 4-0-11 0-7-12 3-4-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.02 4-5 >999 360 Weight:30 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W t:2x6 SP No.2 REACTIONS. (Ib/size) 4=131/Mechanical,5=222/0-4-8 (min.0-1-8) Max Horz5=127(LC 8) Max Uplift4-60(LC 8),5=-24(LC 7) Max Grav4=162(LC 21),5=238(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust).Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and.right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at°joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard '(SOF NEW y ERG O Gj'�P�,�Op11 ,. 0 S630B v AROFESSI Job runs I russ I ype Qty Ply Harvest Pointe B-2 18010804B T06 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:12 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-fhpEO3990gdgSpN91ljHL6BulT_f6dbsFb7hoLzrgD 7-8-11 15-1-13 22-7-0 30-0-2 37-5-5 $8-8-1f1 7-8-11 7-5 3 7-5-3 7-5 3 7-5-3 1-3 9 Scale=1:65. 3x4= 7.00 L12 2x4 11 46= 3x6— 3x6= 3x4—_ 3x6= 2x4 II 6x8= 126;zl4 56 7 8 9 v 5;1x 0 W W8 ZI 1 mi R1 Q9 v 17 16 15 14 13 12 11 10 2x4 11 4x4= 3x6= 44= 3x4= 5x12—_ 3x6 3x10 MT20HS= 11-6-1 20-9-2 30-0-2 38-8-14 2.0.0 9.6-1 9-3-1 9-3-0 8-8-12 Plate Offsets(X,Y)-- (8:0-4-13,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL.. in (loc) I/deft, Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.2611-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.4513-14 >978 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.12 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.11 13 >999 360 Weight:225 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T4:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-6-3 max.):1-8. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. Bi:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 2-1.6,5-11,8-10 WEBS 2x4 SP No.3`Except' W9:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 16=1564/0-6-0 (min.0-3-10),10=1393/0-6-0 (min.0-2-6) Max Horz 16—146(LC 7) Max Upliftl6—280(LC 7),10=-1 86(LC 7) Max Grav 16=2329(LC 25),10=2002(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2644/333,3-4=-2644/333,4-5=-3483/443,5-6=-2763/360,6-7--,-2763/360, 7-8=-2767/361 BOT CHORD 15-16=-311/1927,14-15=311/1927,13-14=-445/3228,12-13=-452/3513,11-12=-452/3513, 10-11=-88/478 WEBS 1-16=-349/118,2-16=-2764/359,2-14=-83/1240,4-14=-999/195,4-13=-7/374, 5-11—908/153,7-11—916/179,8-11=291/2777,8-10=2116/299 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;.end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)16=280, 10=186. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. oF NEW), LOAD CASE(S) Standard �P ,O?HER O.Q 5 G 'r meg. n LU � _ 2 2O AR�FESS►oNP� Job russ Truss Type Uty Ply Harvest Pointe B-2 18010804B T07 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:16 2018 Page I D:xK3oGYLb04sCyprNOgrYEYzvB2g-XS31 ERDg R375xRgwy8n DWyMY94JL2QRRAD5ux7zrgl 7-3-12 14-0 0 21-4-3 28 0-0 35-4-10 38-8-14 7-3-12 6-8-4 7-4-3 6-7-13 7-4-10 3-4-4 Scale=1:65. 7.00112 46= 4x4.= 6x6= 2x4 II 5x10= 6x6= 116 17 4 5 618 501 54 n M2 r 2x4 II 7 W it 2 m Bi RP v 1 15 14 13 12 11 10 9 8 2x4 II 44= 3x6= 44= 3x8= 3x6= 4z6= 3x6= 2-0 0 , 11-3-10 20-4-3 29-4-13 38-8-14 22 0 0 9-3-10 9-0-9 9-0-10 9-4-1 Plate Offsets(X,Y)-- (3:0-3-0,Edgel,(5:0-5-0,0-3-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.21 11-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.3711-12 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.11 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.08 11 >999 360 Weight:241 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3:2x4 SP No.1 2-2-0 oc bracing:11-12. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-14,5-9,6-8 REACTIONS. (Ib/size) 14=1564/0-6-0 (min.0-3-11),8=1393/Mechanical Max Horz 14=-1 82(LC 9) Max Upliftl4—284(LC 7),8=-1 54(LC 7) Max Grav 14=2369(LC 25),8=1916(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2180/296,3-16=-2934/392,16-17=-2934/392,4-17=-2934/392,4-5=-3033/417, 5-18=-2280/312,6-18=-2273/313 BOT CHORD 13-14=-265/1482,12-13=265/1482,11-12=-364/2589,10-11=306/2556,9-10=-306/2556, 8-9=-1311943 WEBS 1-14=-325/114,2-14=-2487/323,2-12=-1 04/1306,3-12=-1033/193,3-11=43/492, 4-11=-600/153,5-11=-103/616,5-9=-1 283/234,6-9=-181/1940,6-8=-2060/243 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;,enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,LU=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at=1b)14=284, 8=154. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �7 pF NEW y .O,Q� V O � AROFESStoNP�" . Job Russ - russ Fype City Ply Harvest Pointe B-2 18010804B T08 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:19 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-y1 ktsSFYk_WgouPVeGLw7a_4xHLJFnFtsBJYYRzrgD 6-10-13 13-6-1 20-1-6 26 8-11 33-3-15 38-8-14 6-10-13 6-7-5 6-7-5 6-7-5 6-7-5 5-4--115 Scale=1:65.. 3x4= 3x6= 46= 4x4= 3x6= 2x4 II 3x4= 5x6= 7.00112 1 pzl J, 5a pZ 5z, 3j 185;1 19 5 6 7 8 6LI T9 I 0 44 11 9 W 9 11 c. 8 0 2 17 o v 17 16 15 14 13 12 11 10 2x4 11 3x4= 3x6= 4x4= 3x8= 3x6= 4x4= 3x8= 2-0-0 11-3-10 20-4-3 29-4-13 38-8-14 2-0-0 9-3-10 9-0-9 9-0-10 9-4-1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl. Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.1813-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.3213-14 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 13 >999 360 Weight:257 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.i 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-1-2 max.):1-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:11-13. WEBS 1 Row at midpt 3-14,6-11,8-10 REACTIONS. (Ib/size) 16=1564/0-6-0 (min.0-3-12),10=1393/Mechanical 2 Rows at 1/3 pts 2-16 Max Horz 16=219(LC 7) Max Upliftl6=287(LC 7),10=-123(LC 7) Max Grav 16=2403(LC 5),10=1829(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1874/276,3-4=-2572/368,4-18=-2572/368,18-19=-2572/368,5-19=-2572/368, 5-6=-2553/363,6-7=-1867/284,7-20=-1 868/285,8-20=-1 866/285,9-10=305/107 BOT CHORD 15-16=-237/1177,14-15=-237/1177,13-14=-311/2179,12-13=-268/2276,11-12=-268/2276, 10-11=-135/1192 WEBS 1-16—292/110,2-16=-2349/309,2-14=-115/1371,3-14=-1078/197,3-13=-72/582, 5-13=-613/143,6-13=-65/430,6-11=-1 209/221,8-11=-1 26/1460,8-10=2049/203 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)16=287, 10=123. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS I/TP1 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW), C? 1 r � n t1 f 6630$ AR�FESStoNA Job cuss I russ I ype Qty Ply Harvest Pointe B-2 180108048 T09 Half Hip 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:22 2018 Page' ID;xK3oGYLbO4sCyprNOgrYEYzvB2g-MCQODUHQI vuFfM84JPudlDcdrVNMS8HKY9YC9mzrgI 8-0-7 15-9-6 23-6-6 31-3-5 38-8-14 8-0-7 7-8-15 7-8-15 7-8-15 7-5-9 Scale=1:65. 3x4= 4x6= 4x4= 3x8= 3x4= 5x6= 1 3A 116 17 6 A00 Ll2 ` 6 18 46 11 2 W W W8 W10. 7 i ci 9 1 1H Ri P9 191 111 2 o� v 15 14 13 12 11 10 9 8 3x4 11 44= 3x6 3x4= 3x4= 3x6= 3x4= 3x8= 2-0 0 , 11-3-10 20-4-3 29-4-13 38-8-14 2-0-0 9-3-10 9-0-9 9-0-10 9-4-1 Plate Offsets(X,Y)-- r7:0-3-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.1611-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 8-9 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 11 >999 360 Weight:263 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-9-14 max.):1-6. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W3,W11,W10:2x4 SP No.2 or 2x4 SPF No.2 2-2-0 oc bracing:9-11. WEBS 1 Row at midpt 1-15,1-14,4-12,5-11,5-9 2 Rows at 1/3 pts 2-14,6-8 REACTIONS. (Ib/size) 14=1564/0-6-0 (min.0-3-13),8=1393/Mechanical Max Horz 14=255(LC 7) Max Upliftl 4=-291(LC 7),8=-93(LC 7) Max Grav 14=2437(LC 25),8=1747(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1646/263,3-4=-1646/263,4-16=-2183/328,5-16=-2183/328,5-17=-1565/274, 6-17=-1561/274,6-18=-267/159,7-18=-299/124,7-8=-429/141 BOT CHORD 13-14=-242/1255,12-13=-242/1255,11-12=-287/2106,10-11=257/2185,9-10=-257/2185, 8-9=-125/1330 WEBS 1-14=-345/125,2-14=-2376/309,2-12=-69/1121,4-12=-1 002/173,5-9=-1112/207, 6-9=-77/1104,6-8=-2031/170 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except(jt=lb) 14=291. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation.does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOADCASE(S) Standard `�QF NEW y RG V nil 66306 AR� sStoNP� Job russ IIIcuss I ype Qty Ply Harvest Pointe B-2 180108048 T10 PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:28 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-BmnHIXMBdleONHbEff?l?UsbSwPEst?Cx5?XMQzrgl 6-2-1312-2-2 18-10-11 25-7-5 32-3-14 38-8-14 6-2-13 5-11-5 6-8.9 6-8-9 6-8-9 6.5-0 Scale=1:65. 5x6= 3x6= 2x4 11 3x4= 5x6= 3 Isu 1822 4 CEI 5 5Z, CR3 DRI 6 19 7 7.00 F12 4x4 i 4x4 II 28 1N 9 11 oc 17 8 0 46 i W 2 o) 1 'i 16 15 14 13 12 11 10 9 2x4 II 3x4= 3x4= 3x6= 3x8= 3x6= 44= 3x8= 2.0-02'0 9-10-0 19.4-7 28-10-15 38-8-14 2-0-00-x 9 7-7-0 9-6-7 9-6-8 9-9-15 Plate Offsets(X,Y)-- r3:0-3-0,0-1-121,r7:0-3-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.18 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.37 9-10 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:243 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:10-12. WEBS 1 Row at midpt 3-14,4-12,6-10,2-15 2 Rows at 1/3 pts 7-9 REACTIONS. (Ib/size) 15=1564/0-6-0 (min.0-2-15),9=1393/Mechanical Max Horz 15=208(LC 8) Max Upliftl5=-98(LC 11),9=74(LC 7) Max Grav 15=1860(LC 29),9=1732(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-17/384,2-3=-1843/301,3-18—2258/357,4-18=-2257/357,4-5=-22111348, 5-6=-2211/348,6-19=-1680/283,7-19=-1 681/283,7-8=-263/144,8-9=-365/125 BOT CHORD 14-15=-236/1236,13-14=-225/1618,12-13=-225/1618,11-12=-227/2066,10-11=227/2066, 9-10=-120/1213 WEBS 2-14=-71/540,3-14=-262/217,3-12=-1 53/969,4-12=-768/157,6-12=-31/278, 6-10=-1034/197,7-10 Job Russ Qty Ply Harvest Pointe B-2 18010804B T1 OA PIGGIBACK BASE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:34 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-Ow8YObRyCbOY5C3OOw6 REI5cXKSoGai5JOSra4zrgc 6-2-13 12-2-2 18-10-11 25-7-5 32-3-14 38-8-14 6-2-13 5-11-5 6-8-9 6 8 9 6-8 -9 6-5-0 Scale=1:66. 2x4 11 5x6= 34= 3x4= 5x6= 3 17 4 5 6 18 7 7.00 12 4x4 i 46 II 8 2 8 10 CF CC 16 4 9 46 11 1 m 'i 15 14 13 12 11 10 9 3x10 MT20HS= 3x4= 3x6= 3x8= 3x6= 44= 3x6= 9-10-0 19-4-8 28-10-15 38-8-14 9-10-0 9-6-8 9-6-7 9-9-15 Plate Offsets(X,Y)-- [3:0-3-0,0-1-121,r7:0-3-0,0-1-121,(8:0-3-0,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.1912-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.3512-14 >999 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 9 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.07 12-14 >999 360 Weight:242 Ib FT=4% BCDL 10.0 LUIVIBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals,and T2:2x4 SP SS,T3:2x4 SP No.1 2-0-0 oc purlins(2-11-6 max.):3-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except" BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 133:2x4 SP No.1 WEBS 1 Row at midpt 4-12,6-10,2-15 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 7-9 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical Max Horz 15=208(LC 8) Max Upliftl5=-92(LC 11),9=-69(LC 7) Max Grav 15=1758(LC 29),9=1825(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD .1-16=-415/74,2-3=-2299/366,3-17=-2475/391,4-17=-2474/391,4-5=-2428/382, 5-6=-2428/382,6-18=-1790/300,7-18=-1790/299,7-8=-263/145,1-15=-410/88, 8-9=-366/126 BOT CHORD 14-15=-261/1872,13-14=-233/1920,12-13=-233/1920,11-12=-232/2213,10-11=232/2213, 9-10=-122/1284 WEBS 2-14=-363/216,3-14=-44/571,3-12=-164/840,4-12=-769/157,6-12=-36/387, 6-10=-1134/201,7-10=-92/1318,2-15=-2190/268,7-9=-2074/172 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,9. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEW Y LOAD CASE(S) Standard �<P �OPOER G Q�y r r � 0 S630a �� ARpFESSIONP� Job I rus5 rEwypety y Harvest Pointe B-2 180108048 T11 PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:38:38 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-uhO3ryUTGpv_apM9Fm BNPbG NIyrLC09gEeQ3jrzrgD 6-2-13 12-2-2 18-10-11 25-7-5 32-3-14 88-8-14 6-2-13 5-11-5 6-8-9 6-8-9 6-8-9 6-5-0 Scale=1:66. 5x6= 3x6= 2x4 II 3x4= 5x6= 3 46 4 5 17 5;1541 6 18 7 7.00 12 44 i 3x4 11 2 8 8 10 4 9 4x4 11 V11 1 1 BI 15 14 13 12 11 10 9 3x8= 3x4= 3x6= 3x8= 3x6= 3x4= 3x6= 9-10-019-4-7 28-10-15 38-8-14 9-10-0 9-6-7 9-6-8 9-9-15 Plate Offsets(X,Y)-- [3:0-3-0,0-1-1 21,[7:0-3-0,0-1-121 LOADING(psf) SPACING 1-7-3 CSI. DEFL. in (loc) I/defy Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.18 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.38 9-10 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 12 >999 360 Weight:242 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-5-8 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-15. WEBS 1 Row at midpt 4-12,6-10,2-15,7-9 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical Max Horz 15=208(LC 10) Max Upliftl5=92(LC 11),9=-69(LC 7) Max Grav 15=1532(LC 2),9=1532(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-324/91,2-3=-1 993/366,3-16=-1854/390,4-16=-1 854/391,4-5=-1832/381, 5-17=-1832/381,6-17=-1 832/381,6-18=-1366/300,7-18=-1 367/30011-15=-290/88 BOT CHORD 14-15=-261/1673,13-14=-233/1555,12-13=-233/1555,11-12=-232/1622,10-11=-232/1622, 9-10=-122/981 WEBS 3-14=-44/411,3-12=-163/504,4-12=-521/156,6-12=-35/466,6-10=-724/201, 7-10=-92/1003,2-15=-1879/268,7-9=-1552/173 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu left=22-3-0,Lu right=16-5-14 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,9. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-3-0 from joint 1 and has a slope of 7.000 on the left and-7.000 on the.right. LOAD CASE(S) Standard ,OF NEjN y0 O �. ct A�OFESSIOX4 . Job russ Truss Type aty y Harvest Pointe B-2 180108048 T12 Piggyback Base 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:42 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-nSdahKXzK2PP3QgwUcFJZRR3QZF08FaG9GOGsczrgD 6-2-13 12-2-2 18-10-11 25-7-5 32-3-14 33-5-0 6-2-13 .5-11-5 6-8-9 6-8-9 6-8-9 1-14 Scale=1:56. 3 4 5 DOI 15 6 16 7 8 5x — — x6 7.00 12 4x4 2 W5 6 W8 9 0 d 44 11 1 14 13 12 11 10 9 3x6— 3x8= 48= 3x6= 3x8= 3x8= 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- [3:0-4-0,0-2-4],[7:0-3-0,0-1-121 [11:0-4-0,0-0-121, 12:0-4-0 0-0-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in, (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.27 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.56 9-10 >715 360 BCDL 15.0 Rep Stress Incr YES WB 0.64 Hor (C ) 0.05 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.0610-13 >999 360 Weight:220 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except BOT CHORD 2x4 SP No.1 'Except* end verticals,and 2-0-0 oc purlins(4-2-11 max.):3-7. 132:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13,4-10,6-10,7-10,2-14,8-9,7-9 REACTIONS. (Ib/size) 14=1274/Mechanical,9=1274/0-3-0 (min.0-1-9) Max Horz 14=240(LC 8) Max Upliftl4=89(LC 11),9=163(LC 8) Max Grav 14=1320(LC 2),9=1320(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-347/78,2-3=-1 605/295,3-4=-1 257/286,4-5=-1 208/269,5-15=-1 208/269, 6-15=-1208/269,6-16=-1357/333,7-16=-1357/333,1-14=-300/81 BOT CHORD 13-14=-274/1405,12-13=-25511328,11-12=-255/1328,10-11=255/1328 WEBS 3-13=-23/469,4-10—439/130,6-10—626/168,7-10—264/1554,2-14=-1 514/234, 7-9=-1242/327 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu left=22-3-2,Lu right=11-1-14 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14 except Qt=1b) 9=163. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-3-2 from joint 1 and has a slope of 7.000 on the left and-7.000 on the right. LOAD CASE(S) Standard OFNEWy rj _,O? E&G _ r � S630B ARosS1oNP� Joruss russ ypeQty y Harvest Pointe B-2 18010804B T13 Piggyback Base 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc:Thu Jan 25 12:38:47 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-7QQTk1 b68a1 i9BYuH9rUGU8s5awXpSM?IY51 XgzrgD 6-2-13 12-2-2 19-1-15 26-1-11 3375-0 6-2-13 5-11-5 6-11-13 6-11-13 7-3-5 Scale=1:56. 3 rqa T45 CK 4 r5, 5r5ZT r57<1 6 M r5ZI 7 5x — — — _ 7.00F1_2 4x4 i 2 W5 6 W8 14 Qc 7 46 11 1 13 12 11 10 9 8 3x6= 3x8= 3x4= 3x6= 3x8= 3x10= 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- [3:0-4-0,0-2-41,[7:Edge 0-1-81 [10:0-5-0,0-1-ol11:0-4-0 0-0-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL: in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.29 8-9 >999 480 MT20 197/144 (Ground Snow=30:0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.58 8-9 >682 360 BCDL 15.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 9-12 >999 360 Weight:206 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-9-12 max:):3-7. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 7-8,4-12,4-9,2-13' WEBS 2x4 SP No.3 2 Rows at 1/3 pts 6-8 REACTIONS. (Ib/size) 8=1274/0-5-0 (min.0-2-4),13=1274/Mechanical Max Horz 13=246(LC 10). Max Uplift8=-195(LC 8),13=89(LC'11) Max Grav8=1893(LC 25),13=1563(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=438/61,2-3=-1850/294,3-15=-1501/286,4-15=-1500/286,4-5=-1633/269, 5-6=-1633/269,7-8=-328/77,1-13=-412/81 BOT CHORD 12-13=-279/1595,11-12=-257/1808,10-11=257/1808,9-10_257/1808,8-9=-206/1312 WEBS 2-12=-425/186,3-12=-20/532,4-12=-442/249,4-9=-507/139,6-9=-25/801,6-8=-1968/238, 2-13=-1740/234 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end.zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13 except Qt=1b) 8=195. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard qF NEW Y ER g �opH r W 41! A� 5630E t`ta �FEssl Job russruss ypeQty y Harvest Pointe B-2 18010804B T14 .Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc. Thu Jan 25 12:38:52 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-UNEMnkeFz7g_FzRr3iRfzXrjDbfQUjpkSgpoC1 zrgD 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6-2-13 5-11-5 4-9-14. 5-4-8 5-4-8 5 8 0 Scale=1:59. 5x6= 4 52 6 7 9 7.00 12 44 i 3 6 19 10• 12 5 8 3 1 413 i 3 2 1 B 17 5x6= 16 15_1' Io I 5x6 ;8 48= 7.00 12 —13 6x8= 10 3x6= 1-5-10, 8-9-0 16-0-6 17-0-0 25-0-12 33-5-0 1-5-10 7-3-6 7-3-6 0-11-10 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,[4:0-3-0 0-1-121 [14:0-5-12 0-2-41 LOADTCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defy Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.1415-16 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.2615-16 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 15-16 >999 . 360 Weight:256 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP.No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No2'Except' 2-0-0 oc purlins(3-7-11 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1070-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,4-15,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) -18=1371/0-6-0 (min..0-2-3),10=1272/0-5-0 (min.02-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 1 8=1 736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1774/248,2-19=-1 695/215,3-19=-1 460/230,3-4=-2031/337,4-5=-1 859/309, 5-20=-1785/313,6-20=-1 785/313,6-7=-1 785/313,7-8=-1 228/242 BOT CHORD 17.18=-315/260,16-17=-330/1815,115-16=-279/1620,14-15=-297/1998,5-14=-1047/179, 10-11=-1 68/960 WEBS 2-17=-124/1373,3-17=-679/111,3-16=-499/186;4-16=-84/701,4-15=-125/529, 5-15—64/736,11 14=-243/1418,7-14=-79/51 7,7 11=1012/179,8-11=72/997, 8-10=-1848/215 NOTES- . 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0p8f;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C.for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2:00 times flat roof load of 23.1 psf on overhangs non-concurrent with other.live loads. 5)Provide adequate drainage to,prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s).18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacit . . of bearing surface. 8)Piro 1 de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except10= (jt= N jN).o cO 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11 .1 and R802.'102 an e p14ER� standard ANSI/TPJ 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor * V LOAD CASE(S).Standard - r C) ? tp A� S630S � sSIO, Job russTR'ggys sype ty y Harvest Pointe B-2 180108048 T15 back Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:58 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-JXbd2ojOYzQBzuu?QzY3 Do5k9Oivu RldgIG6Qhzrq D 1-5 0, 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 Scale=1:59. 5x6— 4 52 6 7 9 7.00 12 3x6 i 3 19 5 7 10 12 8 13 1 5x6 i 3 2 1 17 5x6 16 15 0 5x6= o N . Io 18 4x8= 7.00 12 5 91 13 6x8= 10 3x6= 3-0-13 8-9-0 14-5-3 17-0-0 25-0-12 33-5-0 3-0-13 5-8-3 5-8 3 2-6-13 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-9;0-2-81,[4:0-3-0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- _ 1-7-3 CSL DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.1615-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.2915-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.21 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 15-16 >999 360' Weight:251 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* 2-0-0 oc purlins(3-5-10 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:17-18 W2:2x4 SP No.2 or 2x4.SPF No.2 9-0-13 oc bracing:16-17. 1 Row at micipt 5-14 WEBS 1 Row at midpt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 15(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1754/268,2-19=-3311/419,3-19=-3071/434,3-4=-2413/366,4-5=-2016/314, 5-20=-1 784/312,6-20=-1784/312,6-7=-1 784/312,7-8=-1228/242 BOT CHORD 17-18=-321/271,16-17=-423/2328,15-16=-317/1851,14-15=-316/2054;5-14=-1 142/224, 10-11=168/960 WEBS 2-17=-299/2662,3-17=-213/740,3-16=-774/202,4-16=-1 08/884,4-15=-1 08/518, 5-15=-1 17/832,11-14=-237/1412,7-14=-78/515,7-11=-1 012/178,8-11=72/997, 8-10=-1848/215 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat..11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1;Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. . 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. N �W y0 8)Provide 10=97 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except ' � 1ER G - 'Q,r. 9)This truss is designed in accordance with.the 2015 International Residential Code sections R502.11.1 and R802.10.2 an standard ANSI/TPI 1. V 10)Graphical purlin representation does not depict the size or the-orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard I 56308 �,` ARo�1:-'Sstotk Job RISS -- ' ruSS ype ty y Harvest Pointe B-2 180108048 T16 PIGGYBACK BASE 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:39:04 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-7hyuJrom8pAHipL9mDfUS3Lo8QkQ 19nVChj ReKzrgD 1-5-0 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5 0 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 Scale=1:59. 5x6= 4 52 g 7 9 7.00F1_2 4x4 3 5 7 cc 19 10 12 8 NF13 3 1 . 4x10-5- 2 2 17 6x10= 16 15 0 5x6= 6 o.M. PA B5 WQ 18 7.00[12 4x8= I� 13 6x8= 10 3x6= 3-112 8-9-0 13-6-14 17-0-0 25-0-12 33-5-0 3-11-2 4-9-14 4-9-14 3-5-2 8-0-12 8-4-4 Plate Offsets(X,Y)-- (2:0-2-14,0-2-01,(4:0-3-0 0-1-121 rl4:0-5-12 0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL , 1.15 TC 0.74 Vert(LL) -0.1915-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3415-16 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.28 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) >999 360 Weight:0.12 16 ht:249 Ib FT=4 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(3-4-9 max.):4-9. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 1.0-0-0 oc bracing, Except: B4:2x4 SP No.3 6-0-0 oc bracing:17-18 WEBS- 2x4 SP No.3*Except* 8-4-10 oc bracing:16-17. W2:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 5-14 WEBS 1 Row at micipt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1756/273,2-19=-4162/537,3-19=-3922/553,3-4=-2685/385,4-5=-2117/31 8, 5-20=1785/312,6-20=-1785/312,6-7=-1785/312,7-8=-1228/242 . BOT CHORD 17-18=-324/301,16-17=-499/2751,15-16=-341/2004,14-15=-320/2064,5-14=1148/233, 10-11=-168/960 WEBS 2-17=410/3440,3-17=-271/1279,3-16=-1005/218,4-16=-1 23/1018,4-15=-99/51 1, 5-15=-135/883,it-14=-234/1419,7-14=78/516,7-11—1013/178,8-11—72/997,. 8-10=-1848/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;.TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces.&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp.B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. r,- . NEW yO 8)Provide mechanical connection(by others)of truss to bearing g plate capable of withstanding 100 lb uplift at joint(s)except,0 Qf SER G •per 9)This truss is designed in accordance with the 2015-International Residential Code sections R502.11.1 and R802.10.2 an r f d� standard ANSI/TPI 1. V . 10)Graphical purlin representation does not depict the size or the orientation of the.purlin along the top and/oir bottom cho {-' _- Of . . LOAD CASE(S) Standard 2 to . .oR 6630$ OFESS1oNP�' . Job russ Truss ype Qty Ply Harvest Pointe B-2 18010804B T17 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC. 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:09 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-UfmnMYsvzLpaoaE6Zm Ef972d3RTfzPZEMzQCJYzrgD -1-5-0 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6 2-13 5-11-5 4-9-14 5-4-8 5-4-8 5 8 0 Scale=1:58. 4 52 6 7 9 5x6 7.00F1_2 3x6 3 19 5 8 10 12 . 3 1 5x6 3 2 1 17 N 5x8= 16 1517 5x6— T -. I� N 184x8— 187.00F1_2 13 5x8= 10 3x6= 2-5-9 8-9-0 15-0-7 17-0-0 , 25-0-12 33-5-0 2-5-9 6-3-7 6-3-7 1-11=9 8-0-12 8-4-4 , Plate Offsets(X,Y)-- [2:0-2-9,0-2-81 [4:0-3-0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES. GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.1415-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.2715-16 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.08 15 >999 360 Weight:253 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* 2-0-0 oc purlins(3-6-6 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing-17-18 9-6-4 oc bracing:16-17. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,7-11 2.Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 1.5(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1758/263,2-19=-2705/338,3-19=-2465/354,3-4=-2253/355,4-5=-1 954/312, 5-20=-1 784/312,6-20=-1784/312,6-7=-1 784/312,7-8=-1228/242 BOT CHORD 17-18=-320/259,116-117-_z-382/2102,15-16=-301/1757,14-15=-312/2044,5-14=-1132/215, 10-11=-I 68/960 WEBS 2-17=-226/2126,3-17=-166/308,3-16=-654/194,4-16=99/808,4-15=-1 14/523, 5-1'5=-104/806,11-14=-239/1409,7-14=-79/515,7-11=-1 011/179,8-11=72/997, 8-10=-1848/215 NOTES- 1)Wind:ASCE 7-10;Vult=1 30mph.(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope),gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members-and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0-psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially.Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All.plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify.c of bearing surface. NEvy yO 8)POro 197 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(j R 1, ►ER G •Q,r 9)This truss is designed in accordance with the 20.15 International Residential Code sections R502.11.1 and R802.10.2 an, r f standard ANSI/TPI 1. o 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ChoyLU LOAD CASE(S) Standard2 1 5630a AR�FEssIoNP� Job russ Truss.Type Qty yHarvest Pointe B-2 180108046 T18 Piggyback Base 1 1 Job Reference�(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:15 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-Jo72ccwgYBZkWVhGw1 L3POlfbsVEN7U7kv[WVCzrgcl -1-5-0, 6-2-13 12-2-2 . 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6-2-13 5 11-5 4-9-14 5-4-8 5-4-8 5-8-6 Scale=1:59. 5x6= 2x4 11 4 52 1540 6 7 9 7.00 FIT 4x4 i 3 W6 Ci 19 9 oc 11 5 7 12 0 4x6 i 2 �1 i 17 16 15 1 6x8= yV8 Io IN 5x6 18 13 6x8= 10 7.00 12 3x6= EQ-10-6- - 8-9-0 16-7-10 17,-q-0 25-0-12 33-5-0 , 7-10-10 7-10-10 0-4-6 8-0-12 8-4-4 Plate Offsets(X Y)-- r2:0-2-14,0-2-01,r4:0-3-0,0-1-121,[14:0-2-4,0-2-121 LOADING(psf) SPACING 1-7-3 CSI. _ . DEFL. in _(loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.1614-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.31 14-15 >999 360 BCDL 15.0 Rep Stress Incr YES WB 6.85 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015lf PI2014 Matrix-S Wind(LL) 0.0514-15 >999 360 Weight:246 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(3-8-2 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,3-17,4-14,7-11 2 Rows at 1/3 pts -8-10 REACTIONS. .(Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18Q81(LC;10) Max Upliftl8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2,18=-1786/225,2-19=-1078/167,3-19=-855/182,3-4=-1918/328,4-5=-1 837/311, 5-20=-1 829/312,6.20=-1829/312;'6-7=-1829/312,7-8=-1 228/242 BOT CHORD 17-18=-305/290,16-17=-303/1673,15-16=-303/1673,14-15=-267/1548,5-14=-587/121, 10-11=-I 68/961 WEBS 2-17=-77/1138,3-17=-1 167/118,3-15=-422/182,4-15=-75/654,4-14=-136/546, 11-14=-221/1486,7-14=-83/560,7-11=-1054/18118-11=-72/997,8-10=-1849/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and.right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,.Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20:0 psf or 2.00 times flat roof load of 23.1 psf on.overhangs . . non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of.withstanding 100 Ib uplift at joints)except(jt=lb) 10=197. NEl�i YD 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and r e pHER �Q standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the'size,or the orientation of the purlin along the top and/or bottom chor * V� LOAD CASE(S) Standard 6630$ Q� AROFESSIOV P Job russTV,g s ype ty y Harvest Pointe B-2 18010804B T19 yback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:20 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-gmwxgJ_pNj BOcGaDiaxE6 R?WetCA20ksuAbHBPzrgC 1-5-0 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5 0 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 3x4= Scale=1:61. 5x6= 2x4 11 3x4= 3x4 3x4 11 = 4 1511 0 12 51& EKI 6 7 9 7.00 F12 4x4 3 5 18 8 10 4 6 1 4x4 11 21716 15. 14 W7 Io 3x8= 3x4= 3x6= 1 13 6x8= 10 3x4 I I 3x4= 3x6= 8-7-12 17-0-0 25-0-1233-5-0 8-7-12 8-4-4 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-0,0-1-121,[4:0-3-0,0-1-12),[14:0-2-0,0-2-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.1614-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3214-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 10 n/a n/a BCLL 10.0 Code IRC2015/fP12014 Matrix-S Wind(LL) 0.05 14-16 >999 360 Weight:246 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` end verticals,and 2-0-0 oc purlins(3-8-14 max.):4-9. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,4-14,7-11,3-17 REACTIONS. (Ib/size) 17=1371/0-6-0 (min.0-2-12),10=1272/0-5-0 (min.0-2-15) 2 Rows at 1/3 pts 8-10 Max Horz 17=280(LC 10) Max Upliftl7—115(LC 11),10=-195(LC 8) Max Grav 17=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-408/112,3-4=-1 853/324,4-5=-1 789/308,5-19=-1 781/309,6-19=-1 781/309, 6-7=-1781/309,7-8=-1228/242,2-17=-598/167 BOT CHORD 16-17=-280/1590,15-16=-256/1508,14-15=-256/1508,5-14=-587/121,10-11---167/961 WEBS 3-16=-377/181,4-16=-72/622,4-14=-1 34/542,11-14=-213/1448,7-14=-72/520, 7-11=-1 009/173,8-11=-71/997,8-10=-11 848/213,3-17=-1 766/162 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)17=115, 10=195. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical pur]in representation.does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOADCASE(S) Standard OF NE(i[iY c �Sc09"ER G O,p� V n 66305 �� Job russ Truss ype Fly Harvest Pointe B-2 18010804B T20 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.IN Jan 2512:39:26 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-UwHCwM3ayZyAKB1 N32eLiFVel IQSCWIG62bO3zrq( -�11- 4.15, 7-11-9 12-2-5 18.0-0 8.11- 1.7-15 6-3-9 4-2-12 5.9-11 6 10.53 F12 6x6— 15 14 16 Scale=1:57. 14 13 = 9.00 F12 8x8= 5x6 N 3 N W6 O 2 1 2 B1 no E 10 9 8 7 3x4= 3x6= 3x4= 48= 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- (3:0-5-11,Edgel,r4:0-3-0,0-2-41,(5:0-4-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.11 7-9 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.24 7-9 >888 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.04. 7-9 >999 360 Weight:125 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except T2:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-4,5-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 REACTIONS. (Ib/size) 7=679/0-6-0 (min.0-1-9),10=748/0-6-0 (min.0-1-8) Max Horz 10=232(LC 8) Max Uplift7=-97(LC 8),10=-91(LC 11) Max Grav7=987(LC 32),10=953(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-12—1243/193,4-12=1243/193,4-13=-1220/227,13-14=1150/229,5-14=-1132/241, 15-7=-330/68,2-10=-258/103 BOT CHORD 9-10=-1 84/417,8-9=-105/475,7-8=-1 05/475 WEBS 3-9=-86/960,4-9=-1259/279,5-9=-149/1084,5-7=749/1104,3-10=-979/122 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,10. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASES) Standard f of:NEIV Y COPFiER G r i � n S630B A�OFESSIONP� . Job russ I russ I ype Qty Ply Harvest Pointe a-2 .180108048 T21. Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:37 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-gi SME7BTNyKc9tNVCfkDl1 CNrk?RXBgMoKCgHwzrgC 0-5-0 F 6-10-13 i. 12-2-5 18-0-0 0-11-0 6-5-12 5-3-8 0-5-0 6x6= 3x4 I I Scale=1:45. 4 1 14 . 5. 71 10.53F1_2 12 11 W5 00 F12. 5x8/i IVI 5x8 N z N 4 I7 O 1 1to t 2 8 7 9 3x6= 3x4=3x4= 6 3x4= 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- r2:0-3-12;03-41,f3:0-4-0.0-2-31,f4:0-4-8.0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) -I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.12 6-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.26 6-8 >820 360 TCDL 15.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 6 n/a n/a BCLL 10.0 Code IRC2015lTP12014 Matrix-S Wind(LL) 0.04 6-8 >999 360 Weight:122 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3,T4:2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(2-2-0 max.):2-3,4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF N6.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-6,3-9 W1:2x6 SP No.2 REACTIONS. (Ib/size) 6=675/0-6-0 (min.0-1-8),9=750/0-6-0 (min.0-1-9) Max Horz 9=248(LC 8) Max Uplift6-99(LC 8),9=-88(LC 11) Max Grav6=951(LC 32),9=1003(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-11=-1235/192,11-12=-1091/193,4-12-1044/210,5-6=330/69,,2-9=475/1.19 BOT CHORD 8-9=-165/1339,7-8=-107/446,6-7=-107/446 WEBS 3-8=863/249,4-8=-1 13/979,4-6=-702/108,3-9=-1319/162 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-0 to 17-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60- 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 . 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,9. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NElryiYo Op".ER ,. 1W m V 2� 56308. AR��sstoNA'" Job cuss Truss Type Qty Ply Harvest Pointe B-2 180108048 T22 Piggyback Base Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:42 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-0?FFHrFcBUzu FeFS?CKO?4wH IlmLCRm5ybwRz7zrgC 5-10-0 . 9-0-3 12-2-5 18-0-0 5-10-0 3-2.2 3-2-2 5-9-11 6x6= 3x4 11 Scale=1:45. 4 5 10.53 12 12 2x4 11 3 W6 11 44 11 44= 10 R ED B2 F 14 7 8 9 4x6= 6 4x4= 4x8= 44= 9-0-3 18-0-0 9-0-3 8-11-13 Plate Offsets(X,Y)-- [4:0-4-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defy Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.07 6-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.14 6-8 >999 360 TCDL 15.0 Rep Stress Incr NO, WB 0.49 Horz(CT) 0.02 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.04 6-8 >999 360 Weight:129 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural woad sheathing directly applied or 4-10-4 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,4-5. BOT CHORD 2x6 SP No:2 BOT CHORD Rigid'ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 SP No.3. WEBS 1 Row at midpt -2-9,44 REACTIONS. (Ib/size) 9=702/0-6-0 (min.0-1-8),6=683/0-6=O (min.0-1-8) Max Horz 9=220(LC 70) Max Uplift9—106(LC.9),6—98(LC 6) Max Grav9=948(LC 27),6=928(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250.(Ib)or less except when shown. TOP CHORD 1-9=350/62,2-11=-1318/62,3-11=-1188/72,3-12=-1347/185,4-12=1216/196, 5-6=-326/65 BOT CHORD 9-14=-223/1838,8-14=-223/1838,7-8=-107/449,6-7=-107/449- WEBS -14=-223/1838,8-14—223/1838,7-8=107/449,6-7-107/449,.WEBS 2-9=-1 849/161,2-8=-1 189/177,3-8=-420/157,4-8=-1 65/1233,4-6=-710/97 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent waterponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=lb)9=106. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ,7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 Ib down and 42 Ib up at 1.7-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section;loads applied to the face of the truss are.noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf). ��QF NElgjy Vert:1-2=-61,2-4=-61,4-5=-61,6-9=-16 Concentrated.Loads(lb) �P OpVAE Vert:14=-23(F)' U n tV i � - W2 S6308 '°Rp sSIQ Job russ Truss Type Ply Harvest Pointe B-2 18010804B T23 Monopitch 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:44 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-zNNOi WHsj5DcVyPr6dMs4V?obYavgSkOPvPYI OzrgC -0-11-0 1-9-9 0-11-0 1-9-9 2x4 11 Scale=1:13. 3 7.00 F12 3x6 i 2 T1 W3 1 1 W2 B1 4 5 3x4= 2x4 11 1-9-9 1-9-9 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "' 360 Weight:13 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=35/Mechanical,5=145/0-6-0 (min.0-1-8) Max Horz 5=60(LC 8) Max Uplift4=31(LC 8),5=-21(LC 11) Max Grav4=62(LC 21),5=171(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW), Q C��y�OpHERG . ,pf r � m2 S630a A�oFESSIONP� Job russ I russ I ype Qty Ply Harvest Pointe B-2 180108048 T24 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:49 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-JLAvIEL?YervbjHovAy1 nZiSB75OLWe7ZB6JiEzrgC( 2-3 4 9-8-5 15-6-0 22 3-4 7-5-0 5-9-11 6x6 ii 3x4 11 Scale=1:43. 3 10 4 10.53 12 9 W5 2 5x6= 3x10= N Li 8 7 6 5 2x4 II 4x8= 4x4= 3x4= 2-3-4 9-8-5 15-6-0 2-3 4- 7-5-0 5-9-11 Plate Offsets(X,Y)-- [3:0-2-12,0-1-12],[7:0-3-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.15 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.27 6-7 >686 360 TCDL 15.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.03 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 6-7 >999 360 Weight:109 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP.No.2 or 2x4 SPF No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x6 SP No.2 end verticals,and 2-0-0 oc.purlins(3-1-0 max.):1-2,3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-6,3-5 REACTIONS. (Ib/size) 8=585/0-6-0 (min.0-1-8),5=585/0-6-0 (min.0-1-8) Max Horz 8=224(LC 8) Max Uplift8=48(LC 11),5=-1 04(LC 8) Max Grav8=770(LC 30),5=785(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-705/59,1-2=-1881/197,2-9=-768/76,3-9=-424/99,4-5=-314/67 BOT CHORD 6-7=-221/2013,5-6=-101/436. WEBS 1-7=-1 91/1946,2-7=-721/161,2-6=-1616/269,3-6=0/393,3-5=-679/86 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except Qt--1b)5=104. 6)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NE),yY r2'��S�OFHERG c 1Y Cf " m ARo SStoNP�' Job cuss I rusS I ype - �Qty Ply Harvest Pointe B-2 18010804B T25 Piggyback Base. 1 1 Job Reference(Optional) ' Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:39:55 2018 Page, ID:xK3oGYLb04sCyprNOgrYEYzvB2g,8VXAOHPm7Uc2JelyGR3Ri gySb_8HID30x7Zdwtzrq( - -11- 3-0-0 9-8-5 15-6-0 -11- 3-0-0 6 8 5 5-9-11 5x6= 3x4 Il Scale=1:57. . 11 10.53F12 WB N - - Cb 5X6 . W . g W4 4x10 2 4x12 7. o. 1 2 = x4=. C? 4x6cli 10 9 3x4= 2x4 I I 3-0-0 9-8-5 15-6-0 3-6-0 6-8-5 5-9-11 Plate'Offsets(X,Y)- 2:0-2-14,0-2-0b[3:0-0-12,0-1-81,[4:0-4-0,0-1-121,[8:0-7-4,0-2-41 LOADING(psf) TOLL 23,1 SPACING-, 1-7-3 CSI. DEFL. in (loc) I/defl - L/d` PLATES GRIP (Ground Snow=3 3.1 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.14 7-8 >999 . 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.23 7-8 >802 360 BCLL 10.0 Rep Stress Incr' YES WB 0.87 Horz(CT) 0.22 6 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.08L 7-8 >999 360 Weight:-113 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or.2-2-0 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except*. . . BOT CHORD Rigid ceiling directly applied or 1070-0 oc bracing,_ Except- B2:' SP No.1 7-3-4-oc.bracing.7-8.. WEBS 2x4 SP No.3 WEBS. 1 Row atmidpt 3-7,4-6 REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-11) Max Horz 10=275(LC 8) Max Uplift6=141(LC 8),10=-43(LC 11) Max Grav6=772(LC 26),10=1065(LC 27) FORCES. (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. TOP CHORD. 2-3—2741/503,3-11=-849/109,4-11=-4541128,5-6=-325/70,2-10=-1004/189 . BOT CHORD 3-8=-399/1326,7-8=-656/2629,6-7=-131/448 WEBS 3-7=-2210/635,4-7=-34/510,4-6=-701/136,2-8=-381/2184,8-10=-330/195 NOTES- 1)Wind:ASCE 7-10;Vul,t=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 . 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage•to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s):10 except(jt=lb).. 6=141. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502A 1.1 and R802.10.2 and referenced standard ANSVTPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NE 0\ .0 G 4 n . . S6308 �,� ARo SStoN��. . . Job russ I cuss I ype QtY 7YHOaivest Pointe B-2180108048 T25SGE Piggyback Base 1 b Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:40:01 2018 Page, ID:xK3oGYLb04sCyprNOgrYEYzvB2g-zfvRGKUXjJMC1 ZC6chArG5CU4PBg9xYuJ30y8XzrgC, 4 11 A 3 0-0 9-8-5 11-6-0 , 13-6 0 15-6-0 11- 3-0-01-9-11 2-0-0 2-0-0 5x6= 3x4 11 Scale=1:56. 4 5 541 T9 17 ST 10.53 12 W6 ST N n N 5x6 3 W4 3x811 4x10/i 2 1 412= 7 3x4 0. = 3 4x6= N 10 9 3x4= 3-0 0 9-8-5 15-6-0 3-0-0 6-8-5 5-9-11 Plate Offsets(X,Y)-- [2:0-2-14.0-2-01,[3:0-0-12 0-1-81 [4:0-4-0,0-1-12],[8:0-7-4,0-2-41,x13:0-1-0 0-0-31 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES • GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.14 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.23 7-8 >802 360 TCLL 15.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.22 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.08 7-8 >999 360 Weight:135 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except. TOP CHORD Structural wood sheathing directly applied or 272-0 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF.No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.1 7-3-4 oc bracing:7-8. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-7,4-6 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-11) Max Horz 10=275(LC 8) Max Uplift6-141{LC 8),10=43(LC 11) Max Grav6=772(LC 26),10=1065(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)jor less except when shown. TOP CHORD 2-3=-2741/503,3=17=-849/109,4-17=454/128,5-6=325/70,2-10=1004/189 BOT CHORD 3-8=-399/1326,7-8=-656/2629,6-7=-131/448 WEBS 3-7=-2210/635,4-7=-34/510,4-6=-701/136,8-10 Job cuss russ ype ty y Harvest Pointe a-2 180108048 T26 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries;Inc.Thu Jan 2512:40:03 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-v1 O BhOVn FxcwHtMUk6CJLWHvWCs6dwyBnMV2CQzrgCj 11 23-90--09 3 0 0 9-0-0 15-6-0 1i-11-b 30-0 6-0-0 6-6-0 4x4= Scale=1:56. 4. 11 12 10.53 12 OF 3x6/i 3x8 O 5 a. 3 W4 3x6 2 4x8= 7 2x4 11 1 9 1 2 3x10= N 10 9 3x4_ 2x4 11 3 0 0 9-0-0 15-6-0- 3-0-0 6-0-0 6-6-0 Plate Offsets(X,Y)-- (3:0-1-0,0-1-81,x8:0-5-12.0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.07 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.15 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.13 6 n/a n/a BCLL 10.0 Code IRC20151TP12014 Matrix-S Wind(LL) 0.07 7-8 >999 360 Weight:101 Ib FT=4%, BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except" end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-0-12 oc bracing:7-8. WEBS 1 Row at midpt 3-7 REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-8) Max Horz 10=197(LC 8) Max Uplift6-60(LC 1-1),10=51(LC 11) Max Grav6=632(LC 21),10=673(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2037/455,3-11-596/108,4-11=-436/126,4-12=-507/118,5-12=644/98, 2-10=-730/185,5-6=-556/112 BOT CHORD 3-8=-261/1050,7-8=-536/1868 WEBS 3-7==1468/537,4-7=-19/351,5-7=-59/335,2-8=-335/161 1 NOTES- . . . 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non=concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,10. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF N.E1N Y OpHER G O,Q� r 56308 AR��sstoN��' Job runs I msS I ype City Ply Harvest Pointe B-2 180108048 T27GE Monopitch Supported Gable 1 1 Job Reference(optional) Universal Forest Products,5631 S.NG 62,Burlington,NG 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:06 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-JciKJ2YfYs_U8K53P FmOz8vXUQ4?gOzdTKkjpkzrgC 0-11-0 , 3-0-0 0-11-0 3-0-0 2x4 11 Scale=1:23. 4 8 10.53 12 2x4 11 3 1 W2 2x4 11 2 T1 1 IIV1 1-1 7 6 5 2x4 11 2x4 11 2x4 11 I ' LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 2 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 2 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 Cade IRC2015/TP12014 Matrix-R Weight:22 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=120/3-0-0 (min.0-1-8),5=63/3-0-0 (min.0-1-8),6=90/3-0-0 (min.0-1-8) Max Horz 7=120(LC 8) Max Uplift7-81(LC 7),5-29(LC 8),6=-1 42(LC 8) Max Grav7=204(LC 22),5=85(LC 21),6=190(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TP1 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf,on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5 except 6t=1b) 6=142. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F NEW), wy0 �P OPttERG r . � f � m 58308. . ARo sstoNP� Job fuss I 7russ.1._,pe ty y Harvest Pointe B-2 180108046 T28 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:08 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-G?g4kkZw3TECNeESWfoU2Z?l1 DillHowweDptdzrgC 0-11-0 6-6-0 13-0-0 0-11-0' 6-6-0 6-6-0 Scale=1:36. 8 g 10.53 12 Oi 1 4x6/i 46 4 2 , 1 q 6 2x4 II 3x10= 52x4 II 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- f2:0-2-12.0-1-81,x4:0-2-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.67 Vert(LL) -0.03 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 6 >999 360 Weight:78 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=556/0-6-0 (min.0-1-8),5=486/0-6-0 (min.0-1-8) Max Horz 7=157(LC 8) Max Uplift7=-48(LC 11),5-33(LC 11) Max Grav7=571(LC 21),5=514(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-499/86,3-8=-304/105,3-9=-337/99,4-9=-494/79,2-7=-510/134,4-5=-440/97 BOT CHORD 6-7=-197/302 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MW FRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEiNy "OG PNER g \� F r 0 � Lij m _ 66308 AR�FESS1 Job cuss cuss ype ty y Harvest Pointe a-2 18010804B T29 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:12 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-8m3ba5cQ7ilesFYDIVtQD P909r4G E5gWrG B100zrgC 0-11-0, 5-5-12 7-6-4 13-0-0 13-11-0 0-11-0' 5-5-12 2-0-8 5-5-12 0-11-0 6x6= 6x6= Scale=1:35. 3 k;t 4 I cu 0 6 10.53 12 10 11 3 m 5x6 5x6 O 2 5 6 cill 0 u� 8 9 4x10= 72x4 II 2x4 11 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- r2:0-2-12.0-1-81,r3:0-3-11,Edgel,(4:0-3-11 Edgel [5:0-2-12,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 7-8 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/fP12014 Matrix-S Wind(LL) 0.00 8 >999 360 Weight:86 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=553/0-6-0 (min.0-1-8),7=553/0-6-0 (min.0-1-8) Max Horz 9=145(LC 10) Max Uplift9=-48(LC 11),7=48(LC 12) Max Grav9=896(LC 30),7=896(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=748/93,3-10=519/110,3-4=-396/133,4-11=519/110,5-11-748/93,2-9=849/141,5-7=849/141 BOT CHORD 8-9=-141/313 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing.plate capable of withstanding 100 Ib uplift at joint(s)9,7. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW OpHER 0 Q � * r of 0 56308 A�OFESSIONP Job cuss Truss ype Qty yHarvest Pointe B-2 18010804B T30 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:15 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-YLIkC7fJQd7DjjHoReQ7g2nvn253RRgyXEPhdizrqC 0-11-0 3-9-11 9 2-5 13-0-0 13-11-0 0_1 Mo 3-9-11 5-4-9 3-9-11 0-11-0 6x6= 6x6= Scale=1:28. 3 IN 1011 4 j N 0 d 10.53 F12 1 N 3x6 3 3x6 v 2 5 6 1 1 0 8 9 410= 7 2x4 11 2x4 11 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- [3:0-3-11,Edgel,[4:0-3-11,Edgel LOADING(psf) 233.1 1 SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL(Ground Snow=3 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.06 7-8 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code IRC2015ITP12014 Matrix-S Wind(LL) 0.00 8 >999 360 Weight:82 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-1-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=553/0-6-0 (min.0-1-8),7=553/0-6-0 (min.0-1-8) Max Horz 9=116(LC 10) Max Uplift9=41(LC 11),7=-41(LC 12) Max Grav9=756(LC 30),7=756(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3-616/127,3-10=-439/114,10-11=439/114,4-11=439/114,4-5=-616/127,2-9=-711/150,5-7=-711/150 WEBS 2-8=-60/438,5-8=-63/438 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,7. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does riot depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW go?_ERc n 2rr AROFESSIOXA Job russ Truss Type Ply Harvest Pointe B-2 180108048 T31 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:21 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-NV6?TAj4?TtM RekynuXX4J 14QT9Jr6urwAs?gNzrgB -0-11-0 , 2-1-11 5-0-1 6-6-0 , 7-11-15 , 10-10-5 13-0-0 13-11-0, 0-11-0 ' 2-1-11 2-10-6 1-5-15 1-5-15 2-10-60-11-0 4x4= Scale=1:27. 11.00 F12 5 4x4= 4x4= 3 6 4x4= 4x4= 3 10.53 12 3x6 VVE 3x6 1 m 2 8 ci VV25 W 4 co 1 1 9 0 u� 13 12 11 14 3x8= 3x8= 3x8= 10 2x4 11 2x4 11 2-1-11 6-6-0 10-10-5 13-0-0 22 1-11 4-4-5 4-4-5 2-1-11 Plate Offsets(X,Y)-- r3:0-2-0,0-1-12),[7:0-2-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.0212-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.0312-13 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 10 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015lrP12014 Matrix-S Wind(LL) 0.01 12 >999 360 Weight:91 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2. . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,.except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4,6-7.. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=640/0-6-0 (min.0-1-8),10=640/0-6-0 (min.0-1-8) Max Horz 14=115(LC 10) Max Upliftl4=202(LC 11),10—202(LC 12) Max Grav 14=830(LC 36),10=830(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-612/237,3-4=-450/199,4-5=-682/243,5-6=-682/243,6-7=-450/199,7-8=-612/237, 2-14=-816/268,8-10=-816/268 BOT CHORD 12-13=-125/693,11712=-1 16/688 WEBS 4-13=-350/63,4-12=-415/181,5-12=-282/812,6-12=-415/181,6-11—350/63, 2-13=-112/518,8-11=-I 13/520 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)14=202, 10=202. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 Ib down and 66 Ib up at 2-1-15, 77 Ib down and 85 Ib up at 2-574,and 77 Ib down and 85 Ib up at 10-6-12,and 76 Ib down and 66 Ib up at 10-10-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �F NE 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �sNEW), LOAD CASE(S).Standard gOPMER G 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1:15 �� c Uniform Loads(plf) * U Vert:1-2=-61,2-3=-61,3-4=-61,4-5=-61,5-6=-61,6-7=-61,7-8=-61,8-9=-61,10-14=-16 0 cE Continued on page 2 ` 66308 ARO SstoN�'�" Job rusS I rusS I ype Ply Harvest Pointe B-2 18010804B T31 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:21 2018 Page: I D:xK3oGYLb04sCyprNOgrYEYzvB2g-NV6?TAj4?TtMRekynuXX4J14QT9Jr6urwAs?gNzrgB LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=-86(F)11=86(F) SOF NEW y '(O? -ER G C7 �' 56308 . AROsS1oNP� - Job russ Fruss Type Qty yHarvest Pointe B-2 180108048 T32 Jack-Closed Structural Gable 2 1 ____ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:23 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-Ju ElusIKX474gyuKuJZ?9k6QgGuTJ4F8NUL6u FzrgB -3 1 -15 2-9-6 1-3-15 2-9-6 2x4 11 Scale=1:18. 3 7.K7126 3x6 2 Li B1 4 5 3x4= 2x4 11 2-9-6 2-9-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 5 "* 360 Weight:21 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/siie) 4=69/Mechanical,5=212/0-7-15 (min.0-1-8) Max Horz 5=95(LC 8) Max Uplift4=-47(LC 8),5=27(LC 11) Max Grav4=11O(LC 21),5=237(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing.plate capable of withstanding 100 Ib uplift at joint(s)4,5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW y SCP' OPHER G r � n 56308 AROFEss101A lob russTruss Type Qty y Harvest Pointe B-2 180108046 T33 Jack-Closed Structural Gable 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:26 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-kTvu WunCq?WfXPdvaR7inMkyvUweW Rxa3 RamVazrgBI 0-11-0 2-0-1 0-11 0 2 0-� Scale=1:19. 2x4.11 3 11.00 F12 3x6 1 2 W3 W1 1 2 B1 4 5 3x4=. 2x4 11 L 201 2-0-1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in. (loc) I/dell Lid PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 . TCLL 15.0 (Ground Snow=3 5Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 .0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCLL 10.0 Code IRC2615/TPI2014 Matrix-P Wind(LL) 0.00 5 **** 366 Weight:17 Ib FT=4 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF Not TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except .BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=46/Mechanical,5=151/0-6-0 (min.0-1-8) Max Horz 5=96(LC 8) Max Uplift4=72(LC 8),5_24(LC 7) Max Grav4=95(LC 21),5=177(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1.psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. - 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD:CASE(S) Standard OF NEyyyo. O? ER G r 0: S630a. �, AROPSS joA Job cuss Fruss Type Qty y Harvest Pointe B-2 18010804B T34 Common 1 1 - Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:28 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-gr1 exZpTMcmNnjmlhs9AsngGkHak_LvtXl3taTzrgB 4-0-0 8-0-0 4-0-0 4.0.0 44= Scale=1:29. 2 7 8 11.00 12, t INC 3x6 O 3x6 ii 3 1 0 0 5 6 3x10= 4 2x4 11 2x4 11 4-0-0 8-0-0 4-0-0 4-0-0 LOADING(psf) TCL 23.1 SPACING- 1-7-3 CSI. DEFL: in (loc) I/defl L/d PLATES GRIP TCLPlate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 5-6 >999 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 >999 360 Weight:47 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=296/0-6-0 (min.0-1-8),4=296/0-6-0 (min.0-1-8) Max Horz6=93(LC7) Max Uplift6=21(LC 12),4=-21(LC 11) Max Grav6=315(LC 21),4=315(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-276/43,3-8=-276/43,1-6=-273/65,3-4=-273/65 NOTES- 1)Wind:ASCE.7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;,Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW), y `SgO�NER G .O,p� lW S630a. !p� • �OFESSIONP Job 7cr-u-s-S.-Islue, ty y Harvest Pointe B-2 180108048 T34GE ported Gable - 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:31 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-4QjnZbrLfX8xeAVtM?itUQSrlVdbBigJDj IXAozrgE 4-0-0 8-0-0 5- H4-0-0 4-0-0 5- 4x4= Scale=1:27. 4 14 13 11.00 F12 3 5 1 T T' 3T1 6' 1 2 7 1 0 12 11 10 9 8 8-0-0 8-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.1t(LL)'5 TC 0.06 Ver0.00 6 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.04' Vert(CT) -0.00 6 n/r 80 BCLL 10.0 TCLL 15.0 Rep Stress Incr YES WB 0.05 Hor (C ) 0.00 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:45 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP.No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-0-0. (lb) Max Horz 12=-103(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,8,9 except 11=-101(LC 11) Max Grav All reactions 250 Ib or less at joint(s)12,8,10,11,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-110;Vult=130mph(3-second gust).Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard.Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise.indicated._ 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0.-0 oc, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8,9 except at=1b) 11=101. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard . OF NEW �P Opt1ER G \5A-r 0 Lu 2� �? A 56301a R� SS1oN�� Job russ Truss Type ty y Harvest Pointe B-2 180108048 T35 MONOPITCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC . 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:35 2018Page' ID :xK3oGYLb04sCyprNOgrYEYzvB2g-zByl PyusimeN6opebgnpeGCJN6lf7O9v8LGIJZzrgB 1-11-0 7-0-8 13-9-8 18-7-0 20-6-8 2 -0l=0 1-11-0 7-0-8 6-9-0 4-9 8 1-11-8 e-58 7 5.81 12 - Scale=1:51. 3x4 3x4 i 5 6 4 Ci 2x4\\ 0 4 W3 5x6 5x6% 3 13 1 12 46 2 L 1 00 IM 11 10 6 3x10 11 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 21 Oro 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- [2:0-8-2,Edgel [8:Edge 0-1-81 [9:0-6-0 0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.19 9-11 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.99 Vert(CT) -0.39 9-11 >627 360 BCDL 155.0.0 Rep Stress lncr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015lTP12014 Matrix-S Wind(LL) -0.09 9-11 >999 360 Weight:146 Ib FT=4% LUMBER- BRACING- .TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1-11),2=915/0-6-0 (min.0-2-0) Max Horz 2=312(LC 8) Max Uplift9=131(LC 11),2=-1 17(LC 11) Max Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD. .2-13=-1775/192,3-13=-1626/204,3-4=-1505/222,4-5=-1335/189,5-6=-1058/203 BOT CHORD 2-11=-195/1415,10-11=-115/787,9-10=-115/787 WEBS 4-11-542/196,6-11=58/723,6-9=-1 082/232 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS- " (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ' members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23..1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed'for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)9=131, 2=117. 7)This truss:is designed in accordance with the 2015 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or_bottom chord. LOAD CASE(S) Standard pF NEV(rY g�Py�OpNEF? .0, ARS ssto�P� Job Tr ss ' ITMONOPITCH russ ype Qty y. Harvest Pointe B-2 180108048 T35A �10 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:38 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-NmeQ1_xk?hOyzFXDHzKWGuEgxJnlKIuLgJUPwuzrgB. i-11-0 7-0-8 13-9-8 18-7-020-6-821 Q 0 1-11-0 7-0-8 6-9-0 4-9-8 1-11-8 0-5-8 4x4= 3x4 I I Scale=1:57. 5.81 12. 7 8 3x4 i 3x4 i 6 5 ' 4 2x4\\ 6 4 W3 d 5x6 . 5x6 i 3 13 1 2 L1 1 12 46= 00 IC? 11 10 3x10 II 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 21 Q-0 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- f2:0-8-2,Edgel,r9:0-6-0.0-2-81, 12:0-3-0.0-1-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.20 9-11 >999 480 MT20 197/144 (Ground Snow=30.0). Lumber DOL 1.15 BC 0.99 Vert(CT) -0.41 9-11 >610 360 TCLL 15.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 BCDL Code IRC2015/TP12014 Matrix-S Wind(LL) -0.10 9-11 >999 360 Weight:143 Ib FT=4% - 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1-11),2=915/0-6-0 (min,0-2-0) Max Horz 2=312(LC 10) Max Uplift9-131(LC 11),2=-1 17(LC 11) Max Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=1775/192,3-13=-1627/205,3-4=-1505/222,4-5=-1335/189,5-6-1059/203 BOT CHORD 2-11=-195/1416,10-11-115/787,9-10=115/787 WEBS 4-11=542/196,6-11=-58/724,6-9=-1083/232 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;11=24ft;Cat:II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);,Category Il;Exp B;Partially Exp.;Ct=1,1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=lb)9=131, 2=117. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purl-in along the top and/or bottom chord:. LOAD CASE(S) Standard pF NEV(iYo Cj�P 0p14ER Q V r S6308 AR�FE oNP�. SS1 Job russ�' • runs I ype ty PlyHarvest Pointe B-2 - .1801080413 Vol VALLEY ' Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:41 2018 Page IDixK3oGYLbO4sCyprNOgrYEYzvB2g-oLJZgOzdlcPXc jGoy5uDuXsQvXOaXC6nWHj3XDzrgB 10-7.2 1072 3x4 I I Scale=1:45. 4 9.00 F12 2x4 11 8 3 T' 2x4 11. T 2 TI1 v 6 0 3x4 7 6 5 2x4 11 2x4 11 2x4 It 0-� 10-7-2 0- -5 10-6-13 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 23.1. . Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a -. - n/a . 999 BCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:54 lb FT=49/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0-oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5 REACTIONS. All bearings 10-6-12. (lb)- Max Horz 1=226(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,5,7 except 6=-1 29(LC 11) Max Grav All reactions 250 lb or lessatjoint(s)1,5 except 6=410(LC 20),7=313(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-294/158 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end-zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for:reactions shown;Lumber DOL=1.60 plate grip DOL—"1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground.snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,5,7 except(jt=1b) 6=129. 5)Non Standard bearing condition. Review required. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1.and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F NEVV pQNER G r re w S6308 A��FESSIO�P Job russ 7VALLSEY'p e ty y Haryest Pointe B-280108046 V02 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington;NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:43 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-kkRJ4i_tgDfE40QA3WwhzyxoBKhl?6z4zbCAc5zrgB' 9-4-3 9-4-3 Scale=1:41. 2x4 I I 3 9.00 F12 6 2x4 I I ' 2 ZZ.. [FT r T - 1 0 o - - 2x4 5 4 2x4 11 2x4 11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L(d PLATES GRIP' TCLL 23.1. Plate Grip DOL 1.15 TC 0.42 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 BCLL 10.0 TCDL 155.0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Cade IRC2015/TPI2014 Matrix-S Weight:45 Ib FT=4%. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=152/9-3-14 (min.0-1-8),4=101/9-3-14 (min.0-1-8),5=421/9-3-14 (min.0-1-8) Max Horz 1=198(LC 8) Max Upliftl=-6(LC 7),4_43(LC 8),5—159(LC 11) Max Grav 1=209(LC 21),4=136(LC 20),5=507(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except.when shown. WEBS 2-5==349/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members,and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL;ASCE 7-10;.Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires,continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except(jt=lb) 5=159. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlfPI 1. LOAD CASE(S) Standard p-NEW y OpHERc �� .• 663Ua � ARS sS1oNP�' Job cuss. I mss Type tyy Harvest Pointe B-2 180108048 V03 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:45 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-g7Z4VN07MrvyJKZZBxz92N 18A80iT0?N RvhHg_zrgBV L 8-1-4 8-1-4 7x4 113 Scale=1:34. 9.0012 6 2x4 11 T 2 T 1 v 0 0 2x4,i 5 42x4 11 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.45 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:38 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=104/8-0-15 (min.0-1-8),4=113/8-0-15 (min.0-1-8),5=361/8-0-15 (min.0-1-8) Max Horz 1=170(LC 8) Max Upliftl=13(LC 7),4=-39(LC 8),5=136(LC 11) Max Grav1=156(LC 21),4=148(LC 20),5=436(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-304/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.[[;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except(jt=1b) 5=136. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW), �'SPy,�OPHERG .�'Pi r ; � 663016 AROsstoNP� . Job cuss I cuss I ype ty7job est Pointe B-2 18010804B VO4 VALLEY 1 Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO. 8.130 s Dec 12 2017 MMek Industries,Inc.Thu Jan 2512:40:48 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-5hEC8 P20fmHXAn18s3Wsg?fheLPigOOp7tvxHJzrg6' 6-10-5 6-10-5 2x4 11 3 Scale=1:29. 9.0012 6 2x4 I T 1 2 "ZT Z -I -.1 Lj ul d 0 6 2x4 5 4 2x4 11 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23..1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015[TP12014 Matrix-P Weight:31 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=48/6-10-0 (min.0-1-8),4=120/6-10-0 (min.0-1-8),5=314/6-10-0 (min.0-1-8) Max Horz 1=142(LC 8) Max Upliftl=-22(LC 7),4=35(LC 8),5=-119(LC 11) Max Grav1=95(LC 21),4=154(LC 20),5=379(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-265/172 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1:1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord,bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)1,4 except Qt=1b) 5=119. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S).Standard OF NEWy C (OPNER r � n 56308 _ A�OFESSIONP lob Fruss I cuss I ype Qty Ply Harvest Pointe B-2 180108046 V05 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:50 2018 Page' I D;xK3oGYLbO4sCyprNOgrYEYzvB2g-14MzY54GANXFP5SX_UYKIQkzh93h71J6aAO2LBzrgB 5-7-7 5-7-7 2x4 11 2 Scale=1:24. 9.00 F12 4 T W1 1 6 6 2x4 32x4 II 0- 5-7-7 0-0-5 5-7-2 T (psf) CLL 231 SPACING- 1-7-3 CSI- DEFL. in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:23 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except BOT CHORD 2x4 SP N0.2 or 2x4 SPF Not end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=194/5-7-1 (min.0-1-8),3=194/5-7-1 (min.0-1-8) Max Horz 1=114(LC 8) Max Upliftl=7(LC 11),3=52(LC 11) Max Grav 1=216(LC 21),3=241(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS. (envelope)gable end zone and C-C Exterior(2)-zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 5)Non Standard bearing condition. Review required. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEw V r � i 6630$ AROFESSIONP Job rusS I russ I ype Qty Ply Harvest Pointe B-2 180108048 V06 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc. Thu Jan 2512:40:52 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-zTUjzn5 Wi_nzfPcvSvbogrpN?zlzbCpP2Ut8Q4zrgBl 4-4-8 4-4-8 2x4 11 Scale=1:19. 2 - 4 9.00 12 T W1 1 a t Li n 6 3 2x4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:18 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 1=146/4-4-3 (min.0-1-8),3=146/4-4-3 (min.0-1-8) Max Horz 1=86(LC 8) Max Upliftl=-5(LC 11),3=-39(LC 11) Max Grav 1=163(LC 21),3=182(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �pF NEW Y GOPHER G O,Q� n 5630E Job russ I russ I ype Qty �_PlyHaryest Pointe a-2 18010804B V07 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:54 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-vrcTOS7mEc1 hujmlDKdGwGvl2mTg36JiVoMFUyzrgBl 3-1-9 3-1-9 Scale=1:14. 2x4 11 2 9.00 12 T W1 1 ,X� l Z �'X 131 n 0 3 2X4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.06 Veri n/a n/a "999 TCDL - 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:12 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=98/3-1-4 (min.0-1-8),3=98/3-1-4 (min.0-1-8) Max Horz 1=58(LC 8) Max Upliftl=-4(LC 11),3=26(LC 11) Max Grav1=109(LC 21),3=122(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard (SOF NEW Y pptlER c 0'�'.� S630S ARS sstoNP Job russ rusS ype ty y Harvest Pointe B-2 18010804B V08 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:56 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-sEjEp881 mDH070vgKlfk?h_6za9gXOo_z6rMZrzrgB 1-10-10 1-10-10 Scale=1:9. 2x4 11 2 AF1_2 a 6 6 3 2x4,5:, 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:7 Ib FT=4% LUMBER= BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=50/1-10-5 (min.0-1-8),3=50/1-10-5 (min.0-1-8) Max Horz 1=29(LC 8) Max Upliftl=-2(LC 11),3=-1 3(LC 11) Max Gravi=56(LC 21),3=62(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEw y HER O � cop c r � 66308. ARC' SstoNP� Job russ I russ ypety y Harvest Pointe B-2 18010804B V09 GABLE 17 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:00 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-k?zlf WCXgSogceDSZakg9X8nOBVJTmfatkpaiczrgBl 10-1-7 3x4= 12-11-0 15-3-0 9 10-1-7 2-9-9 2-4-0 -6- oI 7 8 9 10 11 12 6 26 5 2 10.53 FIT 21 22 4 T C9 50 °o 0 3 v 2-4-0 3x6= 2 3x6 11 1 25 0 c 20 19 18 17 16 15 14 13 12-11-015-3-0 1 •9 8 12-11-0 2-4-0 6 8 Plate Offsets(X,Y)-- [7:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.01 25 n/a n/a BCLL 10.0 Code IRC2015LTPI2014 BCDL 10.0 Matrix-S Weight:140 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-12. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W4,W3:2x6 SP No.2 WEBS 1 Row at midpt 8-15,3661.11 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):21,22,23 REACTIONS. All bearings 15-9-8. ti (Ib)- Max Horz 1=253(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,15,16,17,18,19,20,13,14 except 12=-129(LC 7), 25=-150(LC 10) Max Grav All reactions 250 Ib or less at joint(s)1,12,15,16,13;14,25 except 17=286(LC 30),18=273(LC 30),' 19=280(LC 30),20=260(LC 30) 3x4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-262/176 NOTES- 1)Wind:ASCE 7-10;Vult=130mph.(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;.Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,15,16,17,18,19, 20,13,14 except Qt=lb)12=129,25=150. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and.R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �i QF NEW), �O?HERO 0�Q�, �. r— n l!, 56308 . AROFESSIONP� Job russ I russ Type ply Harvest Pointe B-2 18010804B V10 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:04 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-dmCFUtF2tg IG5 FW DoQodJNJIMorf PYaAoMnnrNzrgBI 10-10-1514-10-14 10-10-15 - 3-11-15 6x6= 3x4 11 Scale=1:55. 4 511 IN 10 10.53 12 2x4 II 3 T r2 4 o� 2x4 II 2 1 1 0 0 3x4 9 8 7 6 2X4 11 2X4 11 2x4 11 3x4 11 0-0-5 14-10-14 0-90-5 14-10-9 Plate Offsets(X,Y)-- [4:0-3-10,Edge) LOADING(psf)TCLL 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/deft L/d PLATES GRIP (Ground Snow=30. Plate Grip DOL 1.15 TC 0.77 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.21 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:86 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 5-6,4-7 REACTIONS. All bearings 14-10-10. (lb)- Max Horz 1=274(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,6,7 except 8=156(LC 11),9=-126(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=386(LC 29),8=600(LC 30),9=489(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2741229,2-3=-259/227,3-10=-252/113 WEBS 4-7=-307/145,3-8=-524/201,2-9=-413/156 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,6,7 except Ot=lb) 8=156,9=126. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard qF NEW Y Op"ER G Ct !t/ 56308 . V� AROFESStONP Job russ I russ I ype Qty yHarvest Pointe B-2 180108048 V11 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:07 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-1 LuO7vHwAbggyiFoTZMKx?xgiOsEcxjcVKORSizrgB. 14.0-5 11-8-6 2-1_'� 1-�{ 11-8-6 1-2-11 1-1-4 4x4= 4x4= Scale=1:61. 5 6 7 2x4 11 3x4 II 4 10.53 12 2x4 I1 3 o M o 2x4 11 2 1 1 v 0 0 3x4 12 11 10 9 8 2x4 11 2x4 11 2x4 11 3x4= 2x4 11 F 12-11-1 14-0-6 12-11-1 1-1-4 Plate Offsets(X,Y)-- [8:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.76 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:96 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 7-8,4-10,6-9 REACTIONS. All bearings 14-0-5. (lb)- Max Horz 1=289(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)8,10,9 except 1=-1 16(LC 9),11—158(LC 11),12=-114(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,8,9 except 10=489(LC 37),11=581(LC 37),12=455(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-300/233,2-3=-278/243,3-4=-265/187,6-7=-232/254 WEBS 4-10=-409/115,3-1,1=-502/198,2-12=-394/147,6-9=-261/205 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,10,9 except(jt=1b) .1=116,11=158,1.2=114. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS I/TP1 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard of NEW C.�P '0?V4ER �C .r r � n �2 � {ee�sr S630% AR�FEsstoNP� Job russ I russ Type Qty Fly Harvest Pointe B-2 18010804B V12 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:10 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-RwZXIwJpTW2PpkN9hv1 ZeZLiDvXplx2BIE531 zrg6 11-5-2 13-1-11 11-5-2 4x4= Scale=1:61. 4 3x4 11 5 2x4 11 10.53 12 3 T v 2x4 I1 `O ao 2 1 1 6 a 3x4 9 8 7 6 2x4 11 2x4 11 2x4 1 13x4 11 0 0 5 13-1-11 0- -5 13-1-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a n/a 999 MT20 1,97/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015fTP12014 Matrix-S Weight:84 Ib FT=4% LUMBER- - BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS . 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-7 REACTIONS. All bearings 13-1-7. (lb)- Max Horz 1=278(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,6,7 except 8—153(LC 11),9=-136(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=31 O(LC 20),8=408(LC 20),9=361(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-281/213 WEBS 3-8=-296/197,2-9=-255/167 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,7 except(jt=1b) 8=153,9=136. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced- standard ANSI/TPI 1. LOAD CASE(S) Standard of NEW 0?HE .G r n - lLu. S6308 t�,� A�OFESStOX4 Job cuss I russ I ype Qty Ply Harvest Pointe B-2 180108048 V13 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO . 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:12 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-OJhHAcL3?8J72U81G6yVe3ejw1 aTHDALecjC7wzrgB 10-6-9 12-3-2 10-6-9 1-8-9 4x4= Scale=1:56. 4 3x4 11 5 x4 I Al r� 2 1 1 a 0 0 nil I 3x4 9 8 7 6 2x4 11 2x4 11 2x4 11 3x4 11 0-¢5 12-3-2 0- -5 12-2-13 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.54 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015lfP12014 Matrix-S Weight:76 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1-Row at midpt 5-6,4-7 REACTIONS. All bearings 12-2-13. (lb)- Max Horz 1=254(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,6,7 except 8=-1 56(LC 11),9=120(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=304(LC 20),8=415(LC 20),9=320(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except.when shown. TOP CHORD 1-2=-265/200 WEBS 3-8=-302/200 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C.for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,7 except(jt=1b) 8=156,6=120. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard '(SOF NEW Y O?"ER0 O�Q� r � 0 S630a - AR��ss►ONP� Job russcuss ype ty y Harvest Pointe B-2 18010804B V14 VALLEY 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:15 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-ouN PoeNxl3hivxsKxEVCGhGGkEbI UZIn KZyskEzrgB 9-7-1511-4-9 9-7-15 1-8-10 4x4= Scale=1.49. 3 2x4 I I 4 10.53 12 2x4 11 2 T IV C 1 1 v 0 0 3x4 7 6 5 2x4 11 2x4 11 2x4 11 0-Q-5 11-4-9 0- -5 11-4-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.44 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:67 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-4-4. (lb)- Max Horz 1=231(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,5,6 except 7=205(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5,6 except 7=545(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-381/248 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,5,6 except 6t=1b) 7=205. 5)Non Standard bearing condition. Review required. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWY �P OpHER G O,p n LU S6308 �� A�OFESSIOXA Job cuss Inuss Fype Uty Ply Harvest Pointe B-2 18010804B V15 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:41:17 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-kHVADKPCpgxQ9 FOj3fXgL6MeU21oySD4otRzo7zrg8 8-9-14 10-7-1 19-4-6 8-9-14 1-9-3 8-9-5 Scale=1:45. x 4 14 10.53F1-2 3 26 T 32 ST I 7 2 M 101a 0 1 T ]0 9 8 3x4 O i^ C? Ill 0 3x4 Xi 13 12 11 0-Q-5 8-9-14 19-4-6 0-0-5 8-9-10 10-6-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:102 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2_'ExcepY BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-3-13. (lb)- Max Horz 1=173(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,7,10 except 12=-126(LC 11),13=-1 29(LC 11),8=-1 82(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,7,11,10 except 9=330(LC 23),12=323(LC 20),13=345(LC 20), 8=478(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-8=-330/218 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,10 except(jt=lb) 12=126,13=129,8=182. 8)Beveledplate or shim required to provide full bearing surface with truss chord at joint(s)7,9,8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEW pz ^l* m _ w 663016 ARO sS1 Job russ. russ ypeQty y Harvest Pointe B-2 180108048 V16 —ITVALLEY 1 1 ' Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:20 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-9rAIrLR46bJ_Oil Ikn5Nzlz8uFlc9grXUrfdOSzrgP 7-9-29-6-5 17-5-1 7-9-2 1-9-3 7-10-12 4x4= Scale=1:46. 4 3 12 10.53 12 2 5 2 T 32 6 ED Uv o- 1 8 7 3x4 jqj v> v 6 6 3x4 11 10 0-¢5 7-9-2 17-5-1 0- -5 7-8-14 9-7-15 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2015/fP12014 Matrix-S Weight:88 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc urlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-4-8. " (lb)- Max Horz 1=155(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,6,10,9 except 11=194(LC 11),7=-1 61(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,6,10,9 except 8=327(LC 23),11=505(LC 20),7=420(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-11=-343/225,5-7=-294/195 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,10,9 except Qt=lb)11=194,7=161. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,8,7. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEvV Op<HER G S630B AROsStoNA� Job russ =VALLEY Qty y Harvest Pointe B-2 180108048 V17 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:23 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-ZQsRUNTzPWhZtATsPwe4bNbhESKgMCNzApuH?nzrgA, 6-8-6 8-5-9 115-5-11 6-8-6 1-9-3 7-0-2 4x4= Scale=1:43. 4 3 13 14 10.53 12 2 2T T 5 6 a -o 10 6 F 1 9 IT 3x4.• 1 0 8 7 0 3x4 12 11 0090-Q-5 6-8-6 10-2-13 15-5-11 -55 6-8-1 3-6-7 5-2-14 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 1-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.02 1-12 >999 360 BCDL 10 Rep Stress Incr YES WB 0.07 Horz(CT) 0.02 6 n/a n/a BCDL 100.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.01 9 >999 360 Weight:76 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 132:2x4 SP No.3 6-0-0 oc bracing:10-11. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-8-1 except Qt=length)6=5-6-6,7=5-6-61 8=0-3-8. (lb)- Max Horz 1=137(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,11 except 12-157(LC 11),7=-1 64(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,6,11,8 except 12=373(LC 20),7=340(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-12=-269/176,5-7=-273/172 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,11 except(jt=lb) 12=157,7=164. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW Y GOPHER G �g r r � . C1 _ V• 56308 � V ARO SSIck, Job cuss Truss Type Qty Ply Harvest Pointe B-2 180108048 V18 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:25 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-VpzBv3VDx7xH6TdFXKgYgohOpG?cg7CGd7NO4fzrgA 5-7-10 7-4-12 13-6-6 5-7-10 1-9-3 6-1-10 4x4= Scale=1:37.. 4 13 14 10.5312 3 2 T T 2 5 T 6 T a -o 1 10 9 0 aBi 3x4 0 8 7 6 3x4 12 11 0-� 5-7-10 9 2-1 13-6-6 0- -5 5-7-5 3-6-7 4-4-5 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 9 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) ,0.01 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.00 9 >999 360 Weight:64 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-7-5 except(jt=length)6=4-7-13,7=4-7-13,8=0-3-8. (lb)- Max Horz 1=119(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,10 except 12=-116(LC 11),7=-1 54(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,6,11,10,8 except 12=280(LC 20),7=308(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-7=-264/167 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,10 except(jt=lb) 12=116,1=154. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard (SOF NEW O?µEAG r 56308 =V ARoFEsstoNP�' Job cusscuss ype ty y Harvest Pointe B-2 .18010804B V19 VALLEY 1 1 ' __ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:28 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-wOfKX4X5E2KszxMgCTEFIRJV_T181UxiK5b2g_7rgi 6-4-0 11-7-0 6-4-0 5-3-0 46 11 Scale=1:34. 3 8 9 10.53 12 - 2 T B 2x4 I I . 2 4 T 0 1 2x4_ 3x4 LI B11 0 I 3x4�i 7 6 2x4 11 2x4 11 0-0 5 6-4-0 11-7-0 0- -5 6-3-11 5-3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in floc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:48 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 132:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-6-7. (lb)- Max Horz 1=101(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,4 except 7=132(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,4,6 except 5=342(LC 20),7=346(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-5=-262/9 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have-been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except(jt=16) 7=132. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced. standard ANSI/TPI 1. LOAD CASE(S) Standard 6F MEWy OpNER G O,p� 6630% A%FtSS10- Job russ I russ Fype Qty Ply Harvest Pointe B-2 18010804B V20 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:30 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-snn4ymZMlgaaDFWDKuGjNsOrcHjgVOD?nP491tzrgA 5-3-4 9-7-11 5-3-4 4-4-7 46 11 Scale=1:29. 2 6 7 10.53F1_2 2 T B2 3 0 o� v. 1 20= 2x4 o 6 2x4// 5 2x4 11 0-0 5 53-3 9-7-11 0-d-5 5-2-15 4-4-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:38 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 62:2x4 SP No.3 REACTIONS. All bearings 9-7-2. (lb)- Max Horz 1=83(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5 except 4=302(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone.and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard oF NEWY CO \yOp"ER G r - � n 56308 AROsStoNP� Job fuss -SSype City Ply Harvest Pointe B-2 180108048 V21 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:33 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-GMSDaobE2by84iEn?OqQ?UOPJUI_ilzRTNJpMCzrgAl 4-2-8 7-8-5 4-2-8 3-5-13 46 11 Scale:1/2"=' 2 6 10.53 12 2 T B2 3 �I 1 2x4 2x4= ,� a 2x4 4, 5 2x4 11 0-� 42-7 785 0- -5 4-2-3 3-514 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 TCLL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:30 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 REACTIONS. All bearings 7-7-12. (lb)- Max Horz 1=65(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,3,4 Max Grav All reactions 250 Ib or less atjoint(s)1,3,5,4 FORCES. (16)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Bearing atjoint(s)4 considers parallel to grain value using ANSI/TPI 1 angle-to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEPV �P 09"ER 0'. C n S630S ARoFEsstoNP�. Job cuss Truss Type Qty Ply Harvest Pointe B-2 18010804B V22 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:35 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-Dkaz?UdUaCCsJOOA6Rsu4v5m81SnAeSkxhowQ4zrgA 3-1-12 5-9-0 3-1-12 2-7-4 46 11 Scale=1:18. 2 A,-12 2 3 83 v 2X42X4= IL6 Q O 5 2X4/i 2X4 11 0-Q-5 3-1-11 5-9-0 0- -5 3-1-7 2-7-5 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 197/144 - (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-R Weight:22 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SP No.3 REACTIONS. All bearings 5-8-7. (lb)- Max Horz 1=47(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and CTC Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW HER G 0 � - 2 ssaoa ARS SS)oNP� Job Truss Truss Type Qty Ply Harvest Pointe B-2 180108048 V23 VALLEY 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:37 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-97ikQ9el6pSaYJYZEsuM9KB7X687eYy1 O_H7 Vzzrq, 2-1-0 3-9-10 2-1-0 1-8-10 4x6 11 Scale=1:11. 2 10.53 12 2 T 3 B2 1 B3 - v xo B161r2 B1 2X4 d 2x4= c n 6 5 2x4 2x4= 0 p-5 2-0-15 3-9-10 0- -5 2-0-11 1-8-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:13 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 REACTIONS. All bearings 3-9-1. (lb)- Max Horz 1=29(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Bearing at joint(s)5,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEby Y CSP' GOPHER G 0, Q�y r r C1 5630S ARS sSIOX4 r �_a co-a O . �c S 2 F- �mjcy .3:<zt M,6- K O c o m$m O❑ . . n"m m M c«c m 020` $ `ovt yowY .10 Its 240 o m aowm a fric 0 Emycw 2,JO( 1y6iay 6uwao pue peh%,OL' �y6iay 6ui�iaa pue Penn, o H a g N 3 a X.LL ..0X ..O.LZ momma°zx c m`i�cc2 wU m 0 m 6-8=2-10 L 2 Q`U V vv i"- M Tn m~�0 N N D•-Cp C f0 Z a U1 U a >Z E m y c m v F-[n d L1 — U @0c n8ac c80❑ o .9 VS L.LfC mcn2 &:bm Ucs C Q 9L/ L L 0 . �= m C)C`o �c ;c LL two I- -a �. m� m'w LL,�c fno p Cam CV l 0 j m m`mO o mvCZ - r ..9.9L Io 19 v - _ Co Co CD co N ca `iaw'.-a"d0) O - o m J m -- m m m 7 m�u c v Cl) C9cto) >w e90.c 0x 9 r- n 0.9 a 3, N ao �. ..' 5m- OM 09 — E o E H W 0M c (D > m m`o - Q ----- _ -- -- - -. .--0 O '2ra'z} z ' F- C 'O 4 c E`- .N 2 mZ JZ 1 f0 w uH �c - EQO -�- �C� Hmma os maa oZ�H M n Wrnd�°H'omyyrna� Nf.- pct Edo-m`o tw�wo w C o m w C F L m LL U)- O m.0 m m" x ZLl a� ammo-mm-mm��¢ _ _ _ 0v�iomc2��- wmw O0cCp 2 J o� yp a w HZU Cl 0nmt "i' b`v.n C7Q z 2c2- 00 .mcT w� my O Lf OC13 P d -�. > m z M cn a M - __ o ..010E > BOOM > > a O a- t C O O A r (y v N u O - N 07 Q N ' L-A U1 Mid w ri _ W .OIL 9.9c N E a ii (n .NON 7 601 . . N F' QJf.` .. (a Gni or C7 801 a a m N c L01 9L/ L.L H N " 0 O Z N m 901 IN 9L/ L.L a o !� co Co Ci Vol .,9 N L3 L N 0 C9 � - C irk _ n0. Lo O to ii --- O O _ ---- - --_ __ - i. EZ -— -- Co ' 61a 6w is d- pue Hem ..6 8F +, "!`:;i_.i i �. ^ CU 00 a 000. —"o.5 „0,6Z „9,L 9.9 ti.5 8.L , i rx �-+ N r �. O Qr MAR - 8 2018 Lo00 ..o.SL. o C0 a, ag, ca TOWN OF SOUTHOLD � off— fuss ILSs ype _ 7Y, y Harvest Pointe Recreation Bldg170922196611D GABLE , 1 Job Reference o tional Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:0202 2017 Pa�gge 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-cE9gViSVkb1 GXBUeZAiJIC0o9FvewemtYIXRERyUp7Z 20-6.1 20-6-1 Scale=1:34.7 5x6= 3x6= 3x4 II 8.21 12 3 19 4 20 5 g 7 T T T T `f N O N (V 12 0 17 I� 3x4= 23 16 24 15 25 14 26 13 12 11 27 10 3x6= 3x4 0-e•9, 20-2-9 20 4 1 00- _91 99 19.6-0 Plate Offsets(X,Y)-- [3:0-3-0,0-2-31,[10:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL • 23.1 Plate Grip DOL 1.15 TO 0.50 Vert(LL)" n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a - n/a .999 TCDL 15.0 Rep Stress lncr YES WB 0.13Horz(CT) 0.00 17 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Weight:60 Ib FT-40% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except; OTHERS 2x4 SP No.3 6-0-0 oc bracing:2-16. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=76(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2,11,13,14,15,10,16 except 1=-183(LC 31) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=507(LC 27),11=739(LO 26),13=679(LC 26),14=721(LC 26),15=574(LC 26),10=288(LC 26),16=257(LC 50) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-253/46 WEBS 8-11--6561117,7-13=-601/108,5-14=-638/114,4-15=-515/95 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design, 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)17,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,11,13,14,15 16 except T-lb)1=183. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN OF NEjW Y� 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poit� g;ftJ-6KER Top Chord and Bottom Chord,nonconcurrent with any other live loads, �5 r 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi It designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor Tr__ r . LOADCASE(S) Standard 56306 tG� A�OFESSIO�P� lob Truss Truss Type yy Harvest Pointe Recreation Bldg 70922196 PB11E GABLE 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:02:06 2017 Page 1 ID:cgGKpPnC6LOWOwLp1 CQQmoybhix-U?PBL4WOopXh?ooPoOnFT2BT7sG 1 sRCTTMVfNCyUp7V 5-4-1 20-6-1 5-4-1 15-2-0 Scale=1:33.7 3x4= 4 1 5 19 6 2 17 8.21 12 3 Li Li Li Lj 0 16T T T T T C6 d6 12 1 Li Li 771 0 15 Ib 3x4= 22 14 23 13 24 12 11 10 25 9 3x6= 0-8-9 20-2-9 20 G 1 0-8-9 19.6.0 Plate Offsets(X Y)-- [4:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.51 Vett(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 15 n/a n/a BOLL 10.0 Code IB02015ITP12014 Matrix-S Weight:68 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No,2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=126(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)10,12,13,14,9 except 1=-382(LC 31),2=-152(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=784(LC 27),10=737(LC 26),12=682(LC 26),13-714(LC 26),14=549(LC 27),9=290(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-156/277,8-9=-252/48 WEBS 7-10=-658/116,6-12=-601/112,5-13=-635/111,3-14=-460/111 NOTES. 1)Wind:ASCE 7.10;Vult=13Omph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp,;Ct=1.1,Lu 112-0-0 4)Unbalanced snow loads have been considered for this design, 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,12,13,14,9 except at-lb)1=382,2=152. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIg,'' • FIVE 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel pointsea YD Top Chord and Bottom Chord,nonconcurrent with any other live loads. f _&VIER c 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie b �v T designer. Iz 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASEWS) Standard � � 56308 A��FESSIO�P� oTruss Truss Type Qty PTHarvest Pointe Retreat on Bldg 170922196 PB11 F GABLE �1 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Ire Oct 10 14:02:11 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-IzC4OnZ8dMA_6ZgNb2NQA5uKut_9XguCceDQ3QyUp7Q 7-3-7 20.6-1 7-3-7 13-2-10 Scale=1:33.7 3x4= 4 18 5 19 20 6 2 Li Li Lj 17 8.21 12 3 T � o T -P" T 4 a 16 T 12 0 IT. 15 d 3x4= 23 14 24 13 25 12 11 10 26 9 3x6= 20-2-9 20•f-1 0.8-9 19.6.0 0.328 Plate Offsets_(X,Y)-- [4:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.00 15 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:76 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7, (lb)- Max Horz 1=177(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)10,12,13,9 except 1=-325(LC 31),2=-1 12(LC 11),14=-119(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=689(LC 27),10=738(LC 26),12=704(LC 26),13-596(LC 26),14=704(LC 31),9=285(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2.-215/268 WEBS 7-10=-657/119,6-12=-624/120,5-13=-517/120,3-14=-610/167 NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,12,13,9 except (jt=lb)1=325,2=112,14=119. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel point P' 1=��Y® Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie b _�O91pHER G designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . V� LOAD CASE(S) Standard fiLu . 2 � � ra ` 56305 Q� ARO 'ESSIO�P ob Truss 7GABLE e y Harvest Pointe Recreation Bldg170922198 PB11G 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mlek Industries,Inc.Tue Oct 1014:02:17 2017 Pa e 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-g7ZLfgevCCw7gU8XyqUqPM8MNl1 VxMr5_agkG4yUp7K 9-2-13 20-6-1 r 9.2-13 11-3-4 6 4 Scale=1:49.0 8.21 12 11 18 3 T7 N d 16 21 P, R2 0 15 Id 3x4= 23 14 24 13 25 12 11 10 26 9 3x6= 8- 20.2-9 8- 19-6-0 0-3-8 Plate Offsets(X Y)-- [5:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO 0.50 Vett(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 15 n/a n/a BCLL 1010 BCDL 10.0 Code IB02015/TP12014 Matrix-S Weight:84 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=227(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2,10,12,13,9 except 1=-326(LC 31),14=-145(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=665(LC 27),10=738(LC 26),12-706(LC 26),13-545(LC 27),14=730(LC 31),9=285(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2--276/289 WEBS 7-10—658/121,6-12=-626/110,4-13=-467/116,3-14=-641/193 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,12,13,9 except at-lb)1.326,14=145. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI F 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel point oki e 1'0 Top Chord and Bottom Chord,nonconcurrent with any other live loads. GOPHER 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie b r designer. VZ 14)Graphical purlin representation does not depict the size or the orientation of the purl in along the top and/or bottom chor 11411!!J LOAD CASES) Standard ttr c 56308 ? V� A�OFESSIO't�P ofTruss hiss Type Ply Harvest Pointe Recreation Bldg !� 170922198 PB11H GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington;NC8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:02:23 2017 Page 1 ID:cgGKpPnC6L0W0wLp1 CQQmoybhix-UHwcvuigo2gHYPbhl4aEfdOMNi3sL?dzNW72UiyUp7E 11.2-3 20.6.1 11-2-3 9-3.14 6 7 8 Scale=1:54.7 19 8.21 12 4 18 17 ,d, o 81 813 V a 3 16 1 21 0 15 rd 3x4= 24 14 25 13 26 1211 10 27 9 3x6= 3x6 Q-8- 20.2-9 19.6-0 — — 0134 Plate Offsets(X Y)-- [5:0-2-0 Edge1 [9:0-0-8 Edge] LOADING(psf) SPACING- 2-0=0 CSI. DEFIL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.53 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30 Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 BOLL 10.0 TCDL 15.00 Rep Stress Incr YES WB 0.67 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:91 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max,):5-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=277(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,10,12,9 except 1=-359(LC 31),13=-1 13(LC 11),14=-136(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=692(LC 27),10=762(LC 26),12=597(LC 26),13=697(LO 31),14=696(LC 31),9=282(LC 64) FORCES. (lb)-Max,Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-2--334/325,2-16=-2721137,3-17=-256/91 WEBS 7-10—681/121,6-12=-517/126,4-13--615/160,3-14=-608/184 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,12,9 except Qt-1b)1=359,13=113,14=136. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI • F NE 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poin ! Y� Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' �OpNER G• 'Qi 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie b r ,. designer. r 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . V LOAD CASE(S) Standard 0 tr, $6306 Fes' AROFESSIOVI Job russ Truss ypety y Harvest Pointe Recreation.Bldg 170922198 P8111 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:02:29 2017 Pa e 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-JQItAxnROuRRGK2gfLheuueL776DklcslRaMhNyUp78 13-1-9 20-6-1 13=1-9 --- r 7-4-8 7 6 5 I I Scale=1:62.9 18 8.21 12 4 171 v o 3 d o ao m 3 2 16 1 21 0 15 d 3x4= 23 14 24 13 25 12 11 10 26 9 3x6= 3x6!i 8- 20-2-9 _g"-i 8- 19-6.0 0-1-8 Plate Offsets(X,Y)-- [6:0-2-0,Edge],[9:0-0-8,Edge] LOADING(psfl SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.71 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0,01 15 n/a n/a BCLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:97 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 WEBS 1 Row at midpt 8-15,7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=328(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)2,10,12,9 except 1=-375(LC 31),13=-147(LC 11),14—127(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=697(LC 27),10=772(LC 26),12=536(LC 31),13=728(LC 27),14=691(LC 31),9=280(LC 64) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-390/354,2-16=-301/168,3-16=-256/261,3-17=-278/121,4-18=-268/104 WEBS 7-10=-690/139,5-12=-449/123,4-13--650/193,3-14=-600/176 NOTES- 1)Wind;ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)2,10,121,9 exce. Qt=1b)1=375,13=147,14=127. 11)This truss is designed in accordance with the 2015 International Building Code section 2306,1 and referenced standard AN o �)'0 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poiTs iD"Ef3 G Top Chord and Bottom Chord,nonconcurrent with any other live loads, \5( r 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi Ic designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho r aC n LOAD CASE(S) Standard 5630E v� AROFESSIO�P II9015 Truss cuss ype ty Ty� Harvest Pointe Recreation Bktg ��IIII 170922198 P611J GABLE �� 1 boy Reference(optionaD I Universal Forest Products,5631 S.NC 62;Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:02:35 2017 Page 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-8af9Q_sCzkBa FW ?co289uMtY8o8RYk7N1hv1yUp72 13-10-3 20.6-1 13-10-3 86-7-14 9 7 8.21 12 3x4 G 6 21 22 ZVI I Scale=1:65.3 5 3x6= 19 4 m 18 It TIc 13 O 3 2 17 1 21 0 16 d 3x4= 24 15 25 14 26 13 12 11 27 10 3x6= 3x6 8- 20-2-9 20- -1 8- 19-6-0 0-1.8 Plate Offsets(X Y)-- [7:0-4-0,0-2-0),[10:0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.82 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) h/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.02 16 n/a n/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:99 Ib FT-40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-9. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-16,8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-7. (lb)- Max Horz 1=353(LC 10) Max Uplift All uplift 100 Ib or less at joints)2,11,13,10 except 14=-147(LC 11),15=-128(LC 11),1—378(LC 31) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=694(LC 27),11=749(LC 26),13=616(LO 31),14=713(LC 27),15=695(LC 31),10=280(LC 64) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2--419/364,2-17=-314/180,3.17=-280/271,3-18=-293/133,4-19=-280/105 WEBS 8-11=-667/154,6-13--527/118,4-14=-635/193,3-15=-604/176 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to,wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design, 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)16,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,11,13,10 exce Qt=1b)14=147,15=128,1=378, ®F WiW 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS P, 10 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel.oin E g\tJt @HER c �QR Top Chord and Bottom Chord,nonconcurrent with any other live loads. �5 t- 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifil dib Ir(�j i designer. l v , 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor Y_- ` W n r LOAD CASE(S) Standard � r .. ` 56308 v� AROFESSI®�� JoG-- Truss Truss Type ty y Harvest Pointe Recreation Bldg 170922198 PB19 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Welk Industries,Inc.Tue Oct 1014:02:39 2017 Page 1 ID:cgGKpPnCGLQWOwLpiCQQmoybhix-1MufGMvilyhOTspIERt 1?2CR9YN4POK2??u2oyLp7_ 0-7-1 2-1-7 7 0. -1 1-6-6 4x4 11 Scale-1:7.9 3 7 - 6 8.21 12 4 2 T1 T1 5 1 81 Elm �Ib B 2x4= 2x4= 0-8-15 2-11-9 3.8-2 0-8-15 2-2-10 0-8-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:7 Ib FT=40/a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 3-8-8. (lb).- Max Horz 1=24(LC 8) Maio Uplift All uplift 100 Ib or less at joint(s)1,5,2,4 Max Grav All reactions 250 Ib or less at joint(s)1,5 except 2=307(LC 26),4=307(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.0psf;BCDL=6,Opsf;h-24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-11,60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc, 7)Provide mechanical connection(by others)of,truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,2,4. 8)This truss is designed in accordance with the 2015 International Building Code section.2306,1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard OF NEW SgOpHER 56308 V� AR�FESS101 JobHiss � cuss Type Qty Tye Harvest Pointe Recreation Bldg 221 170998 PB19A GABLE 4 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC. 8.030 s Apr 8 2017 Mi-rek Industries,Inc.Tue Oct 1014:02:42 2017 Pae 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-RwaouNxbKt4aKKYKvaQhwdglfNa5HllmkzDZe7yUp6x 1-9-14 3-7.12 1-9-14 1.9.14 3x4= Scale=1:8.9 3 7 8.215-2 6 2T 1 Z4 5 1 B1 6 2x4= 2x4= 0-8-9 2.11-3 3-7-12 0-8-9 2-2-10 Plate Offsets(X,Y)-- [3:0-2-0,Edge[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.08 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 0.27 Vert(CT) n/a - n/a 999 TCLL 15.00 Rep Stress Incr YES WB 0.00' Horz(CT) 0,00 5 n/a n/a BCDL 10.0 BOLL 10,0 Code IBC2015/TPI2014 Matrix-P Weight:8 Ib FT=4% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP.No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 3-8-8. (lb)- Max Horz 1=-27(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)1,5,2,4 Max Grav All reactions 250 Ib or less at joint(s)1,5 except 2=307(LC 26),4=307(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),,see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,5,2;4. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard _'OpOERG ` O 0 66308 A 10 SSION�� oTruss 7GABLE e ty y Harvest Pointe Recreation Bklg PB19E 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:02:46 2017 Pae 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-JlpJkl?5N6aOoxr58PVd5TrJC_vCDYnNNbBmnuyUp6t 1-10- 14-9-5 1.10-44 12-11-1 Scale=1:24.9 8.21 12 3x4= 2x4 11 2x4 11 2x4 11 3x4 11 3 14 4 15 5 16 6 13 0 T ? 2 Wi 1 o I� 12 c 3x4= 18 11 19 10 20 9 21 8 2x4 11 2x4 11 2x4 11 2x4 0-8-9 , 14-5.13 14-975 �0-8 9 13-9-3 3- Plate Offsets(X Y)-- [3.0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.49 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 12 n/a n/a BCLL 10.0 BCDL 10.0 Code I802015/TP12014 Matrix-S Weight:36 Ib -FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 'TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-9-5. (lb)- Max Horz 1=35(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,12,2,9,10,11 Max Grav All reactions 250 Ib or less at joint(s)1 except 12=282(LC 26),2=313(LC 41),9=740(LC 26),10=711(LC 26),11-543(LC 26) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-12=-282/32,7-8=-254153 WEBS 6-9--649/132,5-10=-631/129,4-11=-478/104 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,12,2,9,10,11. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points along t Top Chord and Bottom Chord,nonconcurrent with any other live loads. OF N): 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b I fly 1'® designer. GOPHER G 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord `y < LOAD CASE(S) Standard r•- � W to V• 66306 ARO SSt°NAS job-- Truss 7GABLE e Z1ty P yHarvest Pointe Recreation Bldg 170922198 PB19F i 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:02:53 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-c21y084UkGS180uS307GtydU4olkMiJOGA0eX_yUp6m 23-0-2 34-0-0 23-0-2 - 10-11-14 Scale=1:58.6 8.21 12 3x4= 5x6= 9 3810 S9 11 12 41 13 3x4= N1 rRi 37 1 2 4 5 571 8 7 8 2 u5 oS 29 3 30 31 233 34 35 3611 a o 27 28 c 26 42 25 43 24 44 23 45 22 21 46 20 47 19 48 18 49 17 50 16 15 51 14 3x4= 3x4= Oi3r8 33-8-8 34-0.0 0.3.8 33.5.0 013-8 Plate Offsets(X,Y)-- [8:0-3-0,0-2-3],19:0-2-0,Edge],[14:0-1-8,Edge],[26,0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1,15 BC 0.39 , Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES' WB 0.14 Horz(CT) 0.01 14 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-R Weight:95 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-8,9-13. WEBS 2x4 SP N6.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb)- Max Horz 27=84(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)26,25,24,23,22,20,18,17,15,14,19 Max Grav All reactions 250 Ib or less at joint(s)14 except 26-278(LC 80),25-764(LC 29),'24=680(LC 29),23=694(LC 29),22=719(LO 29),20-578(LC 29),18=547(LC 29),17=750(LC 29),15=552(LC 29)3 19=253(LC 86) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-25=-665/120,4-24=-605/108,5-23=-613/110,6-22=-636/115,7-20=-514/103, 10-18--476/89,11-17=-664!119,12-15=-499/90 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only.' For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(Le'.diagonal web). 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)27,28,26,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)26,25,24,23,2 ,18,17,15,14,19. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN / OF N��y0 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi Top Chord and Bottom Chord,nonconcurrent with any other live loads. �5 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi Idi t> designer. v 15)Graphical purlin representation does not depict the size or the orientation of the purlin'along the top and/or bottom chor n ' LOAD CASE(S) Standard S630fi Q,`' A�OFESSIO�P� Job russ 1IITrUs ys pe ty y Harvest Pointe Recreation Bldg �1III 170922198 PB19G T I GABLE 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:03:01 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-NaD_utAWr)Tu6FV_X3G8Beys311dEJkZ6QK3pWyup6e i-9-5 10-9-13 11-9 55 9-0-8 Scale=1:61.2 8.21 12 3x4= 3x6 i 35 1011 121, 15038 1339 3x4= 9 1 2 4 5 6 7 27 28 3 29 30 31 32 33 2 3 3 1 1 1 1 1 � d� 132 0 25XXXXXXXXXXX26 d 24 40 23 41 22 42 21 43 20 44 19 45 18 17 16 46 15 47 14 3x4% 5x6= 3x6= 3x4 33.8.8 34,-9-0 33.8-8 Plate Offsets(X,Y)-- [8:0-3-0,0-1-0],[10:0-2-0,Edge],[14:0-1-4,0-1-8] [20:0-3-0,0-3-0] [24:0-2-0,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) n/a n/a 999 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 14 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-R Weight:113 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-8,10-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb)- Max Horz25=132(LC 8) Max Uplift All uplift 100 Ib or less at joints)24,23,22,21,20,19,18,16,14 except 15=-105(LC 7) Max Grav All reactions 250 Ib or less at joint(s)14 except 24=278(LC 79),23-760(LC 29),22=680(LO 29),21=700(LC 29),20=693(LC 29),19=702(LC 29),18-496(LC 29),16=714(LC 29),15=559(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-23=-666/125,4-22=-603/108,5-21=-620/112,6-20=-613/107,7-19=-622/120, 9-18--417/104,11-16=-630/117,12-15=-508/108 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Ii;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web); 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)25,26,24,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)24,23,22,21,20 1 ,18,16,14 except(jt=1b)15-105. ®F NEW W 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN Y0 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi9 Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua" dW Vd designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chr r_ W LOADCASE(S) Standard 66306 A�OFESSIO�P� 0 Truss ype ty y Harvest Pointe Recreation Bldg ], Job 70922198 PB19H GABLE Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:08 2017 Pa e 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-gx9dMGGvCsLuRKXKR1un_612GrQGNTQbiOWxYcv p6X 26-10-14 34-0-0 26-10-14 7-1-2 Scale=1:61.4 8.21 12 3x4= 5x6= 103611 3 12 38 13 3x4 11 3x4= 1 2 3 5 6 7 8 9 28 29 4 30 31 32 33 34 2 12 `r 1 1 811 Ell 1 sl 1 0-30 z� 26 27 6 25 39 24 40 23 41 22 42 21 43 20 44 194518 46 17 47 16 15 48 14 3x6\ 5x6= 3x4= 34 0 3u8 33.8-8 34 -0 0-'3x8 33-5.0 0-3-8 Plate Offsets(X,Y)-- [9:0-3-0,0-2-3],[10:0-2-0,Edge],[14:0-0-8,Edge],[21:0-3-0,0-3-0] [25:0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.02 14 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-R Weight:137 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-9,10-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No,3 6-0-0 oc bracing:17-18,15-17,14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb)- Max Horz 26-181(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)25,24,23,22,21,20,17,18 except 19=-1 02(LC 7),15=-166(LC 7),14=-133(LC 8) Max Grav All reactions 250 Ib or less at joint(s)14 except 25=286(LO 39),24=759(LC 29),23=680(LC 29),22=702(LC 29),21=688(LO 29),20-721(LC 29),19=572(LC 29), 17=594(LC 29),15=601(LC 43),18=258(LC 38) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown, WEBS 2-24--668/124,3-23=-603/111,5-22=-621/112,6-21--609/108,7-20=-639/117, 8-19=-507/143,11-17=-516/80,12-15=-537/126 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc, 10)Bearing at joint(s)26,27,25,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer s t F NEW Y verify capacity of bearing surface. -( 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)25,24, �P�6ER G O,Q� 17,18 except(jt=Ib)19-102,15=166,14=133. N ro r 12)This truss is designed in accordance with the 2015 International Building Cade section 2306.1 and referenced standard 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p i On e Top Chord and Bottom Chord,nonconcurrent with any other live loads, r- 14) 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi lld , 3 designer, Go�tlnu@d ionl_pagrlen2representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 58306 Q,?O PP v ROFESStfJ�P To6 ivss --;GABLE' u'a ype ty Py Harvest Pointe Recreation Bldg 70922198 P619H GABL1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC - 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:03,09 2017 Page 2 ID:cgGKpPnC6LQW0wLp1CQQmn hix-87i?ZCGXZAT13T6W?IOOWKID?FmV6wgkygGU53yUp6W LOAD CASE(S) Standard OF NEvV y C, (OP"El3 G �5 � 56308 AniO�ESSIO�P�'. 770 Nss NSS yp6 Qty ly Harvest Pointe Recreation Bldg 92219B PB22 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi rek Industries,Inc.Tue Oct 1014:03:16 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-RTde1?MwJKMmPY8svil fIo4RN49LF3TmZFSMr9yUp6P Scale=1:61.1 8.21 12 3x4= 3x6 i 36 11 12 88 13 3x4= 3x4= 1 2 3 4 6 7 8 351 27 28 29 5 30 31 32 33 34 3 6 W1 IC 1 IC I 1 Ell IC 11 S11 IC 11LC co 0 25 28 d 24 39 23 40 22 41 21 42 20 43 19 44 18 45 17 46 16 15 47 14 3x4= 5x6= 3x4= 3x4 08 33-8.8 34-0-0 0 5489 33-5-0 0-3-8 _PI_ate Offsets(X,Y)-- [9:0-3-0,0-1-0],[11:0-2-0,Edge] [14:0-2-0,0-1-4],[20:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loo) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.51 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 14 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:159 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-9,11-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:23-24. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb)- Max Horz 25=229(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)22,21,20,19,18,17,15,14 except 24=-161(LC 7),23 158(LC 8) Max Grav All reactions 250 Ib or less at joint(s)14 except 24=346(LC 39),23=760(LC 29),22=684(LC 29),21-699(LC 29),20=694(LC 29),19=698(LC 29),18=688(LC 29), 17=525(LC 29),15=582(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-276/165 WEBS 2-23=-662/122,3-22=-604/111,4-21=619/110,6-20=-615/112,7-19=-618/106, 8-18=-608/127,10-17=-443/110,12-15=-515/123 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)25,26,24,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building design �ta F ��YQ verify capacity of bearing surface. � Op'AEfi G 'pr 11)•Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)22,21 20518, ,15,14 except(jt=Ib)24-161,23=158. ten, e 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar AN I�#P v 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p 12 alo �W Top Chord and Bottom Chord,nonconourrent with any other live loads. Cr 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie desi Contpage 2 56300 AROFESS1_ Job Truss NSS Type � Qty y FHabrvest Pointe Recreation Bldg 170922196 PB22 GABLE 1 1 Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:16 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-RTde1?MwJKMmPY8sgl flo4RN49LF3TmZFSMr9yUp6P NOTES- 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, LOAD CASE(S) Standard oF NEW y y�OPHER G r S630B v Ro,�SS)o�A o Truss 7GABLE e y y Haryest Pointe Recreation Bldg 170922198 PB22A 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:03:23 2017 Pae 1 ID:ogGKpPnC6LOWOwLp1 COOmoybhlx-kpZIVPRJgTEmkiADphfl5HtdauYxOBFoArfDaFyUp61 30-9.10340-0 30-9-10 3-2-6 11 8.21 12 1 12 13 3x4= 3x4= 5x6= 7e-1:61.6 1 2 3 4 6 7 8 9 1 4= 28 29 30 5 31 32 33 34 Ecc 2 1 IC I 1 IC I 1 IC 11 IC I 1 Ell IC 11 < - J 82 j — 0 xT 28 27 d 25 41 24 42 23 43 22 44 21 45 20 46 19 47 184817 149 15 50 14 3X4/i 3x4= 5x6= 3x4= 3x6 Oi3r8 33.8-8 34rp-0 0-3-8 33.5-0 0.3.8 Plate Offsets(X,Y)-- [10:0-3-0,0-2-31,[11:0-2-0,Edge],[14:0-0-8,Edge],[21:0-3-0,0-3-01,[25:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.51 Vett(LL) n1a - n/a 999 MT20 1971144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n1a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 14 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:189 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-10,11-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:24-25. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb)- Max Horz 26=277(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)23,22,21,20,19,18,15,14,17 except 25=-235(LC 7),24=-243(LC 8) Max Grav All reactions 250 Ib or less at joint(s)14 except 25-408(LC 39),24=772(LC 37),23=684(LC 29),22=698(LC 29),21=697(LC 29),20-690(LC 29),19=721(LC 29), 18=543(LC 29),15=422(LC 29),17=267(LC 88) FORCES. (lb)-Max.Comp./Max.Ten.-All forces.250(lb)or less except when shown. TOP CHORD 1-25--334/231 WEBS 2-24=-6641127,3-23=-604/112,4-22=-6181110,6-21=-6171111,7-20=-61 011 09, 8-19=-638/114,9-18.-483/106,12-15=-3681125,1-24=-250/274 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joints)26,27,25,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designefp�61 0 verify capacity of bearing surface. �'< 09HER G 'pr 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)23,2 21; ,15,14,17 except(jt=1b)25=235,24=243. r 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar A IP 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p,JW alo ✓ IY Top Chord and Bottom Chord,nonconcurrent with any other live loads. n . 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or,consult qualifie U Continuffon page 2 56308 v� AROF&SSlok, o Truss Nss ype y y Harvest Pointe Recreation Bldg 170922198 PB22A CABLE 1 ], Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:24 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-C06gjlSxRnMdMnIPNOBXdUPnKluA7eVyOVOn7hyLlp6H NOTES- 15) OTES15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �oF NEW P��O9HER G n ` 66306 A��FESS10k, Job toss Truss Type OfF Ply Harvest Pointe Recreation Bldg 170922198 PB22B GABLE 1 1 Job Reference(national) ..Universal ForestProducts,5631 S.NC 62 Burlington,NC 8.030 s Apr 8 2017 Mirek Industries,Inc.Tue Oct 10 14:03:33 2017 Page 1 ID:cgGKpPnC6LQWowLp1 CQQmoybhix-Rk94bgZalYVLxAx8PnreUGHI?wzdkgnGTP4IxgyUp68 1-3-0 1 39 — 8.21 12 1 0 Scal =1:66.5 1 2 3 4 6 7 8Tl� r5Z1 TO- Elm 5a DRI 9 1 30 31 32 33 5 34 35 36 37 5x6= 0 o r- ' d 11 1 1 1 1 1 2 co a� 0 28 29 d 27 41 26 42 25 43 24 23 44 22 45 21 20 19 46 18 47 17 16 481549 3x6 O 3x4= 3x4= 3x6= 3x6 03.8 0-3-8 Plate Offsets(X Y)-- [10:0-3-0,0-2-31,[12:0-2-0,0-2-21,[13:0-1-0,0-1-71,[13:Edge,0-2-01,[14:0-2-2,0-0-01,[15:0-0-8,Edge1 [27:0-0-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.64 Vert(LL) n/a - nla 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15,0 Rep Stress[nor YES WB 0.68 Horz(CT) 0.02 15 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:211 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max,):1-10,12-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-29,11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 33-6-8. (lb)- Max Horz 28-329(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)25,24,22,21,19,18,16,15,17 except 27=-358(LC 7),26=-400(LC 8) Max Grav All reactions 250 Ib or less at joint(s)15 except 27=490(LC 43),26=827(LC 41),25=697(LC 31),24=695(LC 31),22=697(LC 31),21=693(LC 31),19=707(LC 31), 18=653(LC 31),16=270(LC 95),17=309(LC 83) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-416/335 BOTCHORD 27-41--294/243,26-41=-294/243 WEBS 2-26=-622/127,3-25=-616/117,4-24=-6161109,6-22=-616/111,7-21=-613/110, 8-19=-626/112,9-18=-5781107,1-26=-364/412 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.0psf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated, 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web), ®F NEvi 9)Gable studs spaced at 4-0.0 oc. (rG YO 10)Bearing at joint(s)28,29,27,15 considers parallel to grain value using ANSUTPI 1 angle to grails formula. Building desig gp"ER G verify capacity of bearing surface. �5 r 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)25,2, ,16,15,17 except(jt-lb)27-358,26=400. 12)This truss is designed in accordance with the 2015 International Building Cade section 2306.1 and referenced standar �I UTP IY 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p i I w Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 66306 A�OFESSIOVI Job Truss Truss Type �ty�y Harvest Pointe Recreation Bldg 170922198 PB22B GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:33 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Rk94bgZaJYVLxAx8PnreUGHI?wzdkgnGTP4lxgyUp68 NOTES- 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer, 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NElR/�, 09HER G' tn�N w 6' 66305 V� AR�FESS1o�P o CussTruss Type y Harvest Pointe Recreation Bldg 170922196 6623 PIGGYBACK' 13 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 0.030 s Apr 8 2017 Mek Industries,Inc.Tue Oct 1014:03:37 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-KWPbRBc5Nn?nQnFvedvatES6iYH6gdNs012z4RyUp64 2-6-11 5.1.6 2-6-11 2-6-11 3x4= Scale=1:13.0 3 8.00 12 7 6 T 1 4 2 5 1 Bt � o Io[o 8 2x4= 2x4= 0.8-12 4-4-10 5-1-6 0-8-12 3-7-14 0-8-12 Plate Offsets(X,Y)-- [3:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.?5 TO 0.15 Vert(LL) n/a IUa 999 MT20 19.7/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:11 Ib FT-4% BCDL 10.0 LUMBER- BRACING- " TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-2-2. (lb)- Max Horz 1=-38(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)2,4 except 1=-126(LC 26),5=-126(LO-27) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 2-408(LC 26),4=408(LO 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1,1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4 except Qt=1b) 1=126,5=126. 8)This truss is'designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer, LOAD CASE(S) Standard OF NEVV C. �OpHER o�� 5 r • r �W 56306 AROFESS1011 r17092219B � toss toss ype y JHarvest Pointe Recreation Bldg P825 Piggyback �1 ob Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 6.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:03:412017 Pace 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhrX-CHe5HZfbQ?VDvOZgtT_Wp4dnnt919cRiS1e0ADCyUp60 10-11-1311-6-11 10.11-13 -6-1 2x4 11 Scale=1:35.2 5 12 13 2x4 II 6.58 12 4 11 0 N 2x411 3 T 10 T 1 2 0 9 ro 3x4= 14 8 15 7 16 6 2x4 11 2x4 11 2x4= 0-12 11-3.3 1116111 O 10-1 10-4-7 0-3-8 LOADING(psf) SPACING. 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0,20 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,19 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code ISC2015/TP12014 Matrix-S Weight:85 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 REACTIONS. All bearings 11-6-11. (lb)- Max Horz 1=233(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2,6,8 except I=-I 19(LC 26),7=-120(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=315(LC 26),6=279(LC 39),7-470(LC 21),8=377(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2591135 WEBS 4-7=-380/160,3-8=-302/140 NOTES- 1) OTES1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. - Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced snow loads have been considered for this design. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)1,9,2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,6,8 except(jt=lb) 1-119,7=120, 11)This truss is designed in accordance with the 2015 International Building Cade section 2306.1 and referenced standard ANSUTpp. 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points I g fCi Y Top Chord and Bottom Chord,nonconcurrent with any other live loads. .�P pHER 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifies' rs, COr G 'A,r designer. V LOAD CASE(S) Standard ,— W a � s tU 66306 tG2 AROFESSIO�� o rUss Cuss Type C�fy-- y Harvest Pointe Recreation Bldg 17092219B PB28 l Piggyback 2 � 1 Job Reference(optionap I Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 a Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:46 2017 Page 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-ZER_KGikFY8V?9RdfOahW7KYKALCHeZBSwixtPyt p5x 14-4-11 14-4-11 8,00 12 4x4= Scale=1:57.5 2 2x4 11 1 1 14 2x4 11 3 3x6 4 2x4 11 1 5 cc c 12 3 15 3 ral 6 7 0 0 12 d d 11 1q0 17 9 18 8 19 3x4 2x4// 2x4 11 2x4 11 2x4 11 Oi3r8 _ 15-7-15 16.411 0-3 8 15-4-7 0-8-12 Plate Offsets(X,Y)-- [6:0-1-15,0-1-8) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.54 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.58' Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horz(OT) 0.01 6 n/a n/a' BOLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:80 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-12,2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-5-1. (lb)- Max Horz 12=-337(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)11,6 except 9 136(LC 12),8=-154(LC 12),7=-517(LC 29) Max Grav All reactions 250 Ib or less at joint(s)11,7 except 6=806(LC 22),10=362(LC 41),9=446(LC 22),8=585(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-15=-305/26716-15=-325/220,6-7=-98/269 BOT CHORD 11-16=-253/341,10-16=-253/341,10-17--253/341,9-17=253/341,9-18--253/341, 8-18=-253/341,8-19=-253/341,6-19=-253/341 WEBS 2-10=-286/81,3-9=-319/175,5-8=-393/217 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6,Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design". 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)12,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11,6 except Qt=1b 9.136,8=154,7=517. ✓oF NEW 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS Y0 10)This truss has been designed fora moving concentrated load of 200.01b live located at all mid panels and at all.panel poin� g\jt r@HER C �Q� Top Chord and Bottom Chord,nonconcurrent with any other live loads. �5 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi d� V designer. LOAD CASE(S) Standard �yLu 4(Pb0.` 56308 AROFESSIO�P� roti Truss Tniss Type - y Harvest Pointe Recreation Bldg �17092219B PB28A Piggyback 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:52 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-OOpGbJoVlOulj4unOHh5mOaa6bSChlh3gsAG53yUp5l• 2-0-0 13-8-15 27-2-0 2-0-0 11-8-15 13.5-i 00 121 Scale=1:66.2 25 3 26 27 1 4 2 28 5x8= 3x4= 3 954 ST4 384 S9.4 10 29 30 3132 1;: T t; =o 22 23 a 21 alb 35 19 36 18 37 17 16 15 14 38 13 39 12 11 40 3x6= 3x6 13-8.15 27-2-0 13-8-15 13-5-1 Plate Offsets(XY)-- [6:0-1-120-0-01,[10:Edge,0-1-8],[11:0-0-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0,52 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 0,35 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0,02 11 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-R Weight:1141b FT=4% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-22,2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2-0. (lb)- Max Horz 22=-260(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)21,14,13 except 19=-147(LC 12), 18=-119(LC 12),16=-200(LC 8),12=-380(LC 12),11=-215(LC 38),17=-348(LC 42) Max Grav All reactions 250 Ib or less at joint(s)21 except 20-415(LC 29),19-741(LC 29),18=697(LC 29),16=836(LC 42),14=710(LC 28),13=704(LC 28),12=646(LC 28), 11=326(LC 12),17-444(LC 39) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-28=-276/241,5-28=-289/20015-6=-324/227 BOT CHORD 21-34=-246/294,20-34=-246/294,20-35=-246/294,19-35=-246/294,19-36=-246/294, 18-36=-246/294,18-37=-246/294,17-37=-246/294,16-17--215/263,15-16.215/263, 14-15=-215/263,14-38=-215/263,13-38=-215/263,13-39=215/263,12-39.215/263, 12-40=-215/263,11-40=-215/263 WEBS 2-20=-347/69,3-19=-658/192,4-18=-620/167,6-16=-732/248,7-14=-629/134, 813-623/110,9-12=-554/239,5-17=-408/387 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL-6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. of NEW 6)All plates are 2x4 MT20 unless otherwise indicated. j'o 7)Gable requires continuous bottom chord bearing. CCQ' ""ERG �� 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �5 9)Gable studs spaced at 4-0-0 oc. -Z' 10)Bearing atjoint(s)22,23,21,11 considers parallel to grain value using ANSVTPI 1 angle to grain formula, Building de gn gf10 verify capacity of bearing surface. r' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21,1 e (It=1b)19=147,18=119,16=200,12=380,11=215,17=348. 82��eve�ednplate o�shim required to provide full bearing surface with truss chord at joint(s)20,19,18,16,14,13,12,17. S6308 o /nue o page AROFESSIO�P� o fuss hiss 'Pe Qty y Harvest Pointe Recreation Bldg 170922196 PB28A_TPWZ-k 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:53 2017 Page 2 ID:cgGKpPn06LQW0wLp1CQQmoybhix-sbNeofo7bhOWLET_a CKlc6ls_oRQkxD3WwpdVyUpsq NOTES- 13) OTES13)This truss is designed in accordance with the 2015 international Building Code section 2306.1 and referenced standard ANSI/PI 1. 14)This truss has been designed for a moving concentrated load of 200,OIb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEEVV r 56306 ��i�. A�� SSIO�P o� toss - Truss Type y y Harvest Pointe Recreation BkJg 1709221913 PB28B GABLE 1 i JobReference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:58 2017 Pae 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-CYAXrNsGQEeoR?MxMXoV.4gb2?Va5?syDodaJjyUp51 2-0-0 12-1-4 27-2-0 22 0.0 1 10-1.4 15.0-12 8.00 12 4x4= Scale=1:62.8 24 2 1 25 3 26 27 1 4 28 5x6= 3x4cc = 2 5 6 7 8 9 10 3 2930 31 32 33 m m 4 N N O r 22 23 d 21 0 36 19 37 18 38 17 39 16 15 14 40 13 41 12 1#2 3x4 3x8= 3x6 11 3x6 12-1.4 27-2-0 12-1-4 15-0-12 Plate Offsets(X,Y)-- [21:0-1-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.56 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.01 11 n/a n/a BOLL 10.0 BOX 10.0 Code IBC2015/TP12014 Matrix-S Weight:123 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2,W3:2x4 SP No.3 WEBS 1 Row at midpt 1-22,2-20 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2.0. (lb)- Max Horz 22=-207(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)21,16,14,13,17 except 19=-148(LC 12),18=A06(LC 12),12=-564(LC 12),11 328(LO 10) Max Grav All reactions 250 Ib or less at joint(s)21 except 20-406(LC 39),19=767(LC 29),18=575(LC 29),16=586(LC 28),14=709(LC 28),13=706(LC 28),12=700(LO 38), 11=523(LC 12),17=251(LC 76) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-28=-2571215,5-28=-270/190 BOT CHORD 21-35=-245/290,20-35=-245/29D,20-36=-245/290,19-36=-245(290,19-37=-245/290, 18-37=-2451290,18-38=-245/290,17-38=-245/290,17-39=-248/295,16-39=-248/295, 15-16=-248/295,14-15=-248/295,14-40=-248/295,13-40=-248/295,13-41=-248/295, 12-41--2481295,12-42=-248/295,11-42--2481295 WEBS 2-20=-340/70,3-19--682/196,4.18=-508/148,6-16=-517/93,7-14=-627/113, 8-13=-625/116,9-12=-573/620,9-11=-5801473 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. of NEVA O 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. �Q' OPHER G 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). \5� r 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)22,23,21,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building des gne §ho verify capacity of bearing surface, r- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)21,1 1 N LU 11 }} except at-lb)19-148,18=106,12-564,11-328. 82h Beued onpl plate shim required to provide full bearing surface with truss chord at joints)20,19,18,16,14,13,12,17. 66306 A�OFESSIO�P� Job russ Cuss ype yTH.arvest Pointe Recreation Bldg 170922196 PB28B GABLE 1 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC _ 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:03:58 2017 Pagge� 2 NOTES- ID:cgGKpPnC6L0W0wLp1 CQQmoybhix-CYAXrNsGQEeoR?MxMXoV?fgb2?Va5?syDodaJjyraI ' 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI(rPI 1. 14)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 5 OF NEW ��CQ' ,GOPHER G �•Q� . 66306 v ROAESSIO�P o toss cuss-TV— ty y Harvest Pointe Recreation Bldg T 170922198 PB280 GABLE 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:05 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-Vu5AJmyfnNXpn40HHV09n800?qu7EAR_gNgS2pyUp5a 8-5-g 25-2-0 - -' 8-55 16-8-7 8.00 Fi21 2 Scale=1:66.5 3x6 1 25 26 3 27 2 3x6= 3x4r4 C = 1 t 6 8 9 10 11 2 28 29 7 30 3132 32 `n `o 4 4 C6 ci `6 0 xr 22 23 d 21 35 19 36 18 37 17 16 15 38 14 39 13 12 40 3x6 O 3x4= 3x6= 3x6// 08 26-10.8 27 -0 0. -8 26-7-0 04-8 Plate Offsets(X Y)-- [5:0-2-9 Edgel [12:0-0-8 Edgel [21:0-0-8 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.58 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 12 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:140 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-22,2-20,1-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2-0. (lb)- Max Horz 22=-205(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)18,17,15,14 except 21=-692(LC 12),20=-424(LC 10),19=-149(LC 12),12=-166(LC 39),13=-190(LC 12) Max Grav All reactions 250 Ib or less at joint(s)12 except 21=557(LC 10),20-752(LC 7),19=778(LC 30), 18-503(LC 30),17=725(LC 29),15=678(LC 29),14=716(LC 29),13-601(LC 29) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 1-21=-737/844 BOT CHORD 21-34=-243/283,20-34=-243/283 WEBS 2-20=-332/22,3-19=-695/196,4-18=-423/141,6-17=-644/116,8-15=-599/110, 9-14=-634/112,10 13=-523/156,1-20=731/615 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. F NEW 10)Bearing at joint(s)22,23,21,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designe verify capacity of bearing surface. GOPHER 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,17 15� �`2xce r (jt=1b)21-692,20=424,19=149,12=166,13.190, S 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar A IFP 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p alo W Top Chord and Bottom Chord,nonconcurrent with any other live loads. Ci kr 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi Contlnueffon page 2 66306 V� AROFESSIO�P Job toss tUss ype Qty y Harvest Pointe Recreation Bldg 170922198B28C GABLE 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 6.030 s Apr 8 2017 MTek Industries,Inc.Tue Got 1014:04:05 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Vu5AJmyfnNXpn4OHHVQ9n8co?qu7EAR_gNgS2pyUp5e NOTES- 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, LOAD CASE(S) Standard OF NEW Y �OPVAEJt 0 ) s63oa �� ARa SS10k, II�'1o� runs ruse ype �T Qty y Harvest Pointe Reueation Bldg �17092219B PB28D GABLE 1 1job Referenc9(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:11 2017 Page 1 ID:ogGKpPnC6LQWOwLpl 000moybhix-K2SRapoOMDHyV?rRdmWZi PsgOFxaevrsCJHmGTyUp5Y -60:20 00 , 27-2.0 200 25.2-0 8.00121 2 Scale=1:66.5 3x6 1 27 3 28 5x6= 3x4= 2 4 5 6 8 9 10 11 1 29 30 7 31 32 33 34 2 7r'� 3 IC 13 IC 13 IC 13 M '- v 4 0 23 24 d 22 3I 36 20 37 193818 39 17 16 15 40 14 41 13 12 42 4x4 3x4= 3x6= 3x6 026-10-8 27 -0 0- -8 26-7-0 0-11-8 Plate Offsets(X,Y)-- [12;0-0-8,Edge],[22:0-1-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.48 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.51 Horz(CT) -0.01 12 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:155 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-23,2-21,1-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2-0. (lb)- Max Horz 23=204(LC 10) Max Uplift All uplift 100 lb or less at joint(s)18,17,15,14,19 except 22=-645(LC 7), 21=462(LO 10),20=-128(LC 12),13=-111(LO 12),12=-138(LC 39) Max Grav All reactions 250 Ib or less at joint(s)12,19 except 22-597(LC 10), 21-766(LC 7),20=698(LC 30),18=566(LC 29),17-717(LC 29),15=679(LC 29), 14=717(LC 29),13=582(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-731/840 BOT CHORD 22-35=-241/279,21-35=-241/279 WEBS 2-21=-360/28,3-20=-623/171,5.18=-501/94,6-17=-635/117,8-15=-601/108, 9-14=-635/114,10-13--513/130,1-21=-729/612 NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). OF NEW 9)Gable studs spaced at 4-0-0 oc, q� Y 10)Bearing at joint(s)23,24,22,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desig 1(19 tER verify capacity of bearing surface. �5 r 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,1 except Qt=1b)22-645,21=462,20=128,13=111,12=138. ° 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar Al I/TP r w 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p i I Lj Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 S6305 A�OFESS)O�P Truss 7 Harvest Points Recreation BkI9 17092219B T 7PB28D GABLE YP8 �` y TJRef erence(opt onal)_ Universal Forest Products,5631 S.NC 62,Burfington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:12 2017 Page 2 NOTES- ID:ogGKpP nC6LQWOwLp1 CQQmoybhix-oFOpn9127XPp790dBT2oacP?mfHpNL50RzOJovyUp5X 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,',oF NEpV � �O?"ER G D�Q� 66306 A%PESSIO'14 Job cuss 1Tr—USS-TW--e IfC� 7TJO est Pointe Recreation Bkig 170922198 PB28E GABLE I1 Referenoe(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:18 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-dON52C6piNAzr4unXk9Cptf1 G3K9n3lupvUeOZyUp5R S-2.4 25-2-0 5-2-4 19.11-12 8.00 121 2 Scale=1:66.5 3x6 25 3 3x6 3x4= 4 26 5 7 8 9 10 11 mt 2 27 6 28 29 30 31 3 1 2 m w 3 E13 13 E13 Ic 3 1V3c d 0 22 23 d 21 3A 34 19 35 18 36 17 16 15 37 14 38 13 12 39 3x4//3x4= 3x6= 3x6 0 26.10-8 0- -8 26-7-0 Plate Offsets(X Y)-- [4:0-3-0,0-1-11,[12'0-0-8 Edge] [21:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.48 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.46 Horz(CT) -0.01 12 n/a n/a BCLL 110,0 BCDL 10.0 Code 11302015/7120114 Matrix-S Weight:158 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-22,2-20,1-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2-0. (lb)- Max Horz 22=219(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)18,17,15,14,13 except 21—621(LC 7),20_509(LC 10),19=-104(LC 12),12=-147(LC 39) Max Grav All reactions 250 Ib or less at joint(s)12 except 21=636(LC 10),20-742(LC 7),19=660(LC 40), 18=696(LC 29),17=690(LC 29),15-686(LC 29),14=716(LC 29),13=595(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-6991785 BOT CHORD 21-33--240/274,20-33=-240/274 WEBS 2-20=-364/37,3-19=-566/199,5-18=-617/126,7-17=-610/110,8-15=-607/1 10, 9-14=-634/114,10-13.-515/119,1-20=-678/582 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)22,23,21,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building design F NEW YO verify capacity of bearing surface. '� Op"ER G. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,17 1 �3 e except Ot=Ib)21-621,20=509,19=104,12=147. 1!r 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar AN 1 3 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p iX alo Top Chord and Bottom Chord,nonconcurrent with any other live loads. n 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie to , �2 desi pon Contpage 2 $6305 AROFESS1o�A� o lugN'�Ty—�e Ply Harvest Pointe Recreation Bklg 170922196 P828E GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 M-rek Industries,Inc.Tue Oct 1014:04:18 2017 Page 2 NOTES ID:o9GKpPnC6LQW0wLp1 CQQmoybhix-dON52C6pjNAzr4unXk9Cptf1 G3K9n31upvUe0ZyUp5R - 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard oF NEWy ��S�OpHEt2G, C1 u r � W � 1CI sssoa �� AROFESS101P Job Nss Hass Ty—peQty Ply Harvest Pointe Recreation Bldg 170922198 PB29 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017147ek Industries,Inc.Tue Oct 10 14:04:25 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhlx-wllkWbBC3X2zB9w7SinrbMREFujowDTwQUgVmfyUp5K 3-6-9 23-6-9_ 3-6-9 20.0.0 8.00 121 Scale=1:69.6 3x6 4 K — 27 33x6= 3x4= 3x4= 4 6 7 89 11 34 2829 5 30 31 32 33 1 12 cc 2 Lr1 2IC 2 E12 1112 E 2 3 d ob 7 6LID m 0 23 24 d 22 36 20 37 19 38 18 17 16 39 15 40 144113 3x4//3x4= 3x6= 34 027-4-8 27 -0 0- -8 27.1.0 04-8 Plate Offsets(X Y)-- [3:0-2-9 Edge] [10:0-2-0 Edgel [13:0-0-8 Edge] [22:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.49 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.56 Horz(CT) -0.01 13 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:167 Ib FT=4% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-23,2-21,1-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 23=219(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)19,18,16,15,14,13 except 22-631(LC 7),21=516(LC 10), 20=-103(LC 12) Max Grav All reactions 250 Ib or less at joint(s)13 except 22=648(LC 10),21-749(LC 7),20=527(LC 43), 19=725(LC 31),18=685(LC 31),16-686(LC 31),15=723(LC 31),14=410(LC 31) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-715/801 BOT CHORD 22-35=-2401274,21-35=-240/274 WEBS 2-21=-373/34,4-20=-439/218,6-19=-645/123,7-18--605/113,8-16=-607/110, 9-15=-6401112,11-14=-345/118,1-21--697/601 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL-6.Opsf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. F NE 10)Bearing at joint(s)23,24,22,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designe a 1'0 verify capacity of bearing surface. '< �pPHER G 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)19,18 16� X514, , except jt-lb)22-631,21-516,20-103. Z 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar A IfTPI� 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p,i)St alo w Top Chord and Bottom Chord,nonconcurrent with any other live loads. n 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifie des' page 2 S6305 V� A�OFESSIO�P Job russNss ype y Harvest Pointe Recreation Bkpg 170922198 PB29 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC' 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:04:25 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhlx-wllkWbBC3X2zB9w7SinrbMREFujowDTwQUgVmfyUp5K NOTES- 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard -,�pF NEW �y�OpHER G 66305 R� SSION, Job TrussTruss ypety ]PTy- Harvest Pointe Recreation Bldg 170922198 PB29A GABLE �� Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mlek Industries,Inc.Tue Oct 10 14:04:32 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-D5DN_?HbOgw_WEyTMgPUOgEQpj6Q3HWy14tNVIyUp5D 1-10-14 25-8-0 I1-10-14 23-9.2 8.00 121 324 54= Scale=1:69.6 3x6 4 5 6 f521 r'MA 7 8 9 25 26 27 28 29 30 31 3x411 3x10 MT SJ 10 1 a 22 E12 2 2 d n C6 06 us O 21 22 c 20 29 33 18 34 17 35 16 15 14 36 13 37 12 38 11 3x4//3x4= 3x6= 4x4 0 27-4.8 27 -0 0-41 27-1-0 0-IJ-8 Plate Offsets(X,Y)-- [3:0-5-0,0-1-1],[5:0-3-0,0-3-0],[9:0-3-0,0-2-31,[11:0-1-4,0-2-01,[20:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.47 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,36 Vert(CT) n/a - n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.01 11 n/a n/a BCLL 10.0 Code I802015/TP12014 Matrix-S Weight:177 Ib FT-40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:19-20. WEBS 1 Row at midpt 1-21,2-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 21=220(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)17,16,14,13,11,12 except 20=-637(LC 7),19=-550(LC 10),18=-100(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 20=685(LC 10),19=732(LC 7), 18.681(LC 31),17=688(LC 31),16=698(LC 31),14=714(LC 31),13=555(LC 31), 11=314(LC 44),12=406(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-7581812,10-11--278/120 BOT CHORD 20-32=-241/274,19-32=-241/274 WEBS 2-19=-304/44,4-18=-598/195,5.17=-608/116,6-16=-619/118,7-14=-630/112, 8-13=-499/9111-19=-726/657,9-12=-349/80 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated, of NEw 8)Gable requires continuous bottom chord bearing. '0 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 'CQ' OpHEfZ G 'Q 10)Gable studs spaced at 4-0-0 oc. \5� �- 11)Bearing at joint(s)21,22,20,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building des g, s 1� verify capacity of bearing surface. o 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,1 d 113 of except Qt=1b)20-637,19=550,18.100. n 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard Continued on page 2 56308 ARO SSto�?P� �b---- toss toss ype � 7Ty Harvest Pointe Recreation Bldg 170922198 PB29A GABLE 1 1 Job Reference(optional) Universal Forest Product's,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:33 2017 Page 2 ID:cgGKpPnC6LOWOwLp1COOmoybhix•hHnIBLHD6 3g8OXgwOwjw2mbZ6Rfokm6Gkcw2ByUp5C NOTES- 14)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 15)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®F NE. ; �Op. G ER O • - g . T 'pr n .; 56306 A�OFESSI0�1 �o� — russ 7GABLE �Harvest Pointe Recreafion Bklg 17092219BP8298 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 lulLTek Industries,Inc.Tue Oct 1014:04:39 2017 Pape 1 ID:cgGKpPnC6LQW0wLp1CQQmoybhix-WR8ISOM_mgp sJ_pGe17AJOd4XU40TU_eg3FFryUp56 0 -4 20-3-4 0- -4 20.0-0 2 3 4 6 78 9 8.00 121 33 Scale=1:69.6 3x6 5 = 4x 11 T34 12 a 1 1 1 1 1 2 a cc IVI d m 17 L6L 0 � � o 21f 36 19 37 18 38 17 39 16 40 15 41 14 42 13 3x6\\ 5x6= 3x4 6x6= 0 -8 27-4-8 27 -0 0- -8 27-1-0 ---611-8 Plate Offsets(X Y)-- [5:0-0-0,0-1-121,[5:0.3-0,0-3-4],[6:0-1-12,0-0-0),[10:0-2-0,0-1-2],[13;0-2-0,0-1-4],[16:0-3-0,0-3-0],[21:0-0-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.47 Vert(LL) 0.00 2 n/r 180 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) 0.00 2-3 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) -0.01 13 n/a n/a BOLL 10.0 BCDL 10.0 Code I802015frP12014 Matrix-S Weight:185 Ib FT-40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-10. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:20-21. WEBS 1 Row at midpt 1-22,4-19,6-18,7-17,8-16,9-15,2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 22=220(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)19,18,17,16,15,14,13 except 21=770(LC 7),20=-765(LC 10) Max Grav All reactions 250 Ib or less at joint(s)except 21=850(LC 10),19=608(LC 28), 18=711(LC 28),17=687(LC 28),16=694(LC 28),15=676(LC 28),14=649(LC 29), 13=284(LC 39),20=805(LC 7) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-10121746,12-13=-251/129 BOT CHORD 21-35=-257/229,20-35=-257/229 WEBS 4-19=-539/101,6-18--629/115,7-17=-607/107,8-16=-614/128,9-15=-595/115, 11-14=-571/127,2-20=-301/83,1-20--6751879 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to And(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. OF NEW 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). (�G YD 9)Gable studs spaced at 4-0-0 oc. '�P OPHER G �'pr 10)Bearing at joint(s)22,23,21,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desi El < verify capacity of bearing surface. r 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)19,1, 13 except at-lb)21-770,20=765. t' 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar 1!T 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po Continuped onr l a pageg ottom Chord,nonconcurrent with any other live loads. 56308 v� ARS sSJO Job toss ruse ype ly Harvest Pointe Recreation Bldg 170922198 PB29B GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Appr��8 2017 MITek Industries,Inc.Tue Oct 1014:04:39 2017 Page 2 NOTES- ID:cg'GKpPnC6LQWOwLpiCQQmoybhix-WR8ISOM mqp sJ-pGe17AJOd4XU4CTU_eg3FFtyUp56 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEWS tct $6305 v AROFESS1- o toss fuss Type ty P y Harvest Pointe Recreation Blc),q 170922198 P830 GABLE 1 ,Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:46 2017 Page 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhix-pn3gwnRN7_h_C01AAcfmynpp3MtiL140FGG6?xyUp5? 1-42 21-4.2 1-4-2 20-0-0 8.00121 23 26 Scale=1:69.6 4 6 7 8 9 3X4= i 3x6 4 a4 27 28 29 5 30 31 32 3310 11 1235 2 N J. 1 ,h 2 2 2 2 2 00 cc Ic 3 d co �n 1O 0 23 24 0 22t 37 20 38 19 39 18 17 16 40 15 41 14 4213 3x4//3x4= 3x6= W// 08 27.48 27 -0 0- -8 27-1-0 04-8 Plate Offsets(X Y)-- 13:0-4-0,0-1-11,[10:0-2-0 Edge] [13:0-0-8 Edge] 122:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23,1 Plate Grip DOL 1.15 TC 0.49 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.01 13 n/a n/a BCLL 1010 BCDL 10.0 Code IB02015/TP12014 Matrix-S Weight:178 Ib FT-4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-23,2-21,4-20,6-19,7-18,8-16,9-15,11-211 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 23-219(LC 10) Max Uplift All uplift 100 lb or less at joint(s)20,19,18,16,15,14,13 except 22=-610(LC 7),21--498(LC 10) Max Grav All reactions 250 Ib or less at joint(s)13 except 22=637(LC 10),21-691(LC 7),20=711(LC 31), 19=685(LC 31),18-691(LC 31),16-703(LC 31),15=621(LC 31),14=588(LC 44) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-6851765 BOT CHORD 22-36=-241/274,21-36=-241/274 WEBS 2-21=-293/52,4-20=-628/165,6-19-605/1-10,7-18=-610/111,8-16.-624/123, 9-15=-538/93,11-14=-500/141,1-21=-687/593 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL;ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)23,24,22,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building design?,rS,, F NSvV)- verify capacity of bearing surface.11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,19, Ib R.0 13 except(jt-lb)22-610,21=498. �5 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 3. 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p int ail n e Top Chord and Bottom Chord,nonconcurrent with any other live loads. E: 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi ild' i designer. Go�tlnusgd lonlzliinppresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 66308 A�ORESSIOV, 7PB10 Type --7-77Harvest Pointe Recreation Bldg ��----� 170922198 GABLE 1 1 Job Reference(optiona4 Universal ForestProducts,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi Tek Industries Inc,hie Oct 1014:04:47 2017 Page 2 ID:ogGKpPnC6LQWOwLp1CQQmoybhix-H d277S7uHprq)lM �A?U?L_pmDx4CKAUw?gXNyUp5_ LOAD CASE(S) Standard SOF NEIV OpHER G, P w 66308 v RO SSto�P JoT1 rues iussType ty y Harvest Pointe Recreation Bldg 170922196 P630A GABLE 1 1 Job Reference(optional) Universal Forest Prodats,5631 S.NC 62,&alington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:53 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-57?JOAXmT7a?YS3W5aHPkGbObAGLUnO2srS_kiyup4u �� 25-8.0 2-10-2 22-9-14 8.00F121 2 25 3x6 3x4—_ Scale-1:69.6 3x6 i 3 4 6 7 8 9 105x6= 26 27 5 28 29 30 31 32 11 1 � 2 c 12 E12 2 E12 h d00 r; m d� Al0 22 23 d 21 34 19 35 18 36 17 16 15 37 14 38 13 39 12 3x4//3x4= 3x6= 4x4 0 -8 27-4-8 27 -0 04-8 27-1-0 0-13-8 Plate Offsets(X,Y)-- 13:0-3-0,0-1-11,[10:0-3-0,0-2-31,[12:0-1-4,0-2-01,[21:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 23,1 Plate Grip DOL 1.15 TO 0.47 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) -0.01 12 n/a n/a BCLL 10.0 BCDL 10.0 Code IB02015(fP12014 Matrix-S Weight:172 Ib FT-40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0.0 oc bracing:20-21,12-13. WEBS 1 Row at midpt 1-22,2-20 M]Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 22=220(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)18,17,15,14,12,13 except 21_637(LC 7),20=-537(LC 10),19=-11O(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 21=669(LC 10),20=749(LC 7), 19=611(LC 31),18=706(LC 31),17=685(LC 31),15-707(LC 31),14-635(LO 31), 12=259(LC 86),13-334(LC 85) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-740/810 BOTCHORD 21-33=-241/274,20-33=-241/274 WEBS 2-20=-344/36,4-19=-529/222,6-18=-627/122,7-17=-605/116,8-15=-625/111, 0-14=-564/103,10-13=-274/85,1-20=-711/628 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. �F NEW 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Y0 9)Gable studs spaced at 4-0-0 oc. �P 09"ER G 'p 10)Bearing at joint(s)22,23,21,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desi e� a dr verity capacity of bearing surface. Z tel 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,1 except Qt=1b)21=637,20=537,19=110. r ' 1 W 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar I/T uj 13)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel po ce- 2 In Chord and j3ottom Chord,nonconcurrent with any other live loads. N Contin a on page 56306 AR�Fr_SS01 Job Hass tuss ype y Harvest Pointe Recreation Bldg 17092219B P 330A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Budington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:04:54 2017 Page 2 NOTES ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-aKYibWYOERis9ceieloeHTSBLacaDEGB5VCYGTyUp4t 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®F New 0 9HER G p� 66300 AR�FeSSIOX, Job russ russ Type ty y Harvest Pointe Recreation Bldg �17092219B PB31 GABLE I 1 — Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mrrek Industries Inc.Tue Oct 1014:05:02 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-Ls1 iHFePLuii7WE6zxWb9TYxoLSSzzNxl8zY?yUp41 44 2 25-8-0 442 21-3-14 8.00 121 27 Scale=1:69.6 1 \3x6 4x8� 3x6= 5x8= 43 5 7 8 9 10 11 34 28 29'6 30 31 32 33 2 1 CC 2E13 E13 E13 E13dn Co Cb Id Fit 0 24 25 Io 23 �§ 36 21 37 20 38 19 18 17 39 16 40 15 144113 3x4//3x4= 3X6= 3x6// 08 27-48 27 0 0- -8 27-1-0 0-19-8 Plate Offsets(X Y)-- [3:0-2-2,0-0-01,[4:0-4-0,0-1-11,[11:0-3-0,0-2-31,[13:0-0-8 Edger [23:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.49 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.48 Horz(CT) -0.01 13 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:172 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-24,2-22,1-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 24=220(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)21,20,19,17,16,15,13 except 23=-616(LC 7),22=-507(LC 10),14=-326(LC 78) Max Grav All reactions 250 Ib or less at joint(s)13,14 except 23-640(LC 10), 22=734(LC 7),21=568(LC 44),20=721(LC 31),19=687(LC 31),17=686(LC 31), 16-722(LC 31),15=574(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-7011779 BOT CHORD 23-35--241/274,22-35=-241/274 WEBS 2-22=-380/34,3-21=-469/204,5-20=-6421116,7-19=-606/110,8-17--606/110, 0-16=-641/114,10-15--481/142,1-22=-674/586 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e,diagonal web), OF NEW 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)24,25,23,13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building de sig dip"ER G 0, verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21,2 ,13 except(jt=Ib)23=616,22-507,14=326. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar AN-I/TP 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p i I LU Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 i 66306 �,� Job suss Truss Type Oty Ply Harvest Pointe Recreation Bldg 170922198 PB31 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:03 2017 Page 2 ID:cgGKpPnC6LQWOwLp 1 CQQmoybhoc-p3b5Ubfi 6Cgak?gRghSl8MOjhChhgQCW9PtW5SyUp4k NOTES 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®F N1t-VV y y�CQ�_'&VIER G' �•p< r• ' W 56306 AROFESS1011 Job toss --�7tUss Type �Qty y Harvest Pointe Recreation Bldg 170922196 PB31A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:09 2017 Pa e 1 ID:cgGKpPnC6LQW0wLp1 CQQrnoybhix-dCyMlejoi2bkSwHa1 yZ9OdGkadkmE3NPYLKg15yNP4e 7-10-2 27-8.0 7-10-2 19-9-14 1 .00121 3 Scale=1:66,6 24 46= 5x6= 3x4= 4 5 6 7 8 9 25 26 27 28 2930 1 Ln 2 3 3 3 3 .3 19 6 0 20 IJA- 21 d 19 432 17 33 16 34 15 35 1413 36 12 37 11 38 10 3x4= 3x4= 0 8 27.4-8 271-0 0- -8 27-1-0 0- 8 Plate Offsets(X Y)-- [4:0-2-8 Edael r6:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.53 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Mor YES WB 0.75 Horz(CT) -0.01 10 n/a n/a BOLL 10.0 BCDL 10.0 Code IB02015/TP12014 Matrix-S Weight:155 Ib FT-40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-9. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 WEBS 1 Row at midpt 1-20,2-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 20=213(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)19,12,14,15,16,18 except 11=-187(LC 7),17=-134(LC 12), 10=-147(LC 10) Max Grav All reactions 250 Ib or less at joint(s)19 except 11-739(LC 29),12=682(LC 29),14=687(LC 29),15-726(LC 29),16=467(LC 30),17=668(LC 30),10=328(LC 37),18=256(LC 73) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-266/168 BOTCHORD 19-31=-241/277,18-31=-241/277,18-32=-241/277,17-32=-241/277,17-33=-241/277, 16-33--241/277,16-34=-235/275,15-34=-235/275,15-35=-235/275,14-35=-235/275, 13-14=-235/275,13-36=-235/275,12-36=-235/275,12-37=-235/275,11-37=-235/275 WEBS 8-11=-658/121,7-12=-603/111,6-14=-606/110,5-15=-646/118,4-16=-385/64, 3-17=-603/170,9-11=-258/302 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. OF NEtV 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 0 9)Gable studs spaced at 4-0-0 oc. '�� OVIA 10)Bearing at joints)20,21,19,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desi e�P �#a d verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)19,1 except Qt-Ib)11=187,17-134,10=147, r- > of 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standar 11 tv 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po ContTnuped onrpageottom Chord,nonconcurrent with any other live loads. 66300 v� AR�fir=SSt®N�' Job hiss Truss Type Qty y Harvest Pointe Recreation Bit 170922196 P631A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:05:09 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-dCyMlejoi2bkSwHa1 yZ9OdGkadkmE3NPYLKgl5yUp4e NOTES- 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEjW C�C�y�OpNERG r r � C1 56308 tG� A 10 Ss)oNP- Job loss ype ty y Harvest Pointe Recreation Bldg 170922196 ]Ttuss PB31B GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:05:15 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-SMKe?ioZluLtBrkkNCgZduWmQ2nDsocHwGn9WIyUp4Y 9-4.2 27-8-0 9-4-2 18-3-14 00 121 1 24 3 Scale=1:66.6 25 26 4 3x8 5x6= 3x4 6 27 = 6 7 8 9 10 1 28 29 30 31 32 33 2 U) Lo 3 3 3 3 6 3 4 0 21 22 d 20 -% 35 18 36 17 37 16 38 1514 39 13 40 12 41 11 3x4= 3x4= 0 8 27.4.8 271-0 0.3-8 27-1-0 0-2-8 Plate Offsets(X,Y)-- 15:0-4-0,0-1-11,[7:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23,1 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15,0 Rep Stress Incr YES WB 0,64 Horz(CT) 0.01 11 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:147 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No,3 10-0-0 oc bracing:11-12. WEBS 1 Row at midpt 1-21,2-19 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 21 204(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)20,13,15,16,17,19 except 12.214(LC 12),18=-1 36(LC 12),11=-115(LC 10) Max Grav All reactions 250 Ib or less at joint(s)20 except 12-756(LC 29),13=681(LC 29),15=694(LC 29),16=678(LC 29),17-662(LC 30),18=596(LC 40),11=303(LC 37), 19=265(LC 75) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHOR D 20-34=-242J281,19-34=-2421281,19-35--242/281,18-35=-242J281,18-36--242/281, 17-36=-242/281,17-37=-242/281,16-37=-242/281,16-38=-242/281,15-38=-2421281, 14-15.242/281,14-39=-242(281,13-39=-242/281,13-40=-2421281,12-40=-242/281 WEBS 9-12=-657/119,8-13=-601/107,7-15=-614/123,6-16=-599/118,4-17=-580/100, 3-18=-514/169,10-12=-262/300 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-i.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. of NEW 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �P 09"ER G 'p< 9)Gable studs spaced at 4-0-0 oc, C9 \5� s lr 10)Bearing at joint(s)21,22,20,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building des gn�e � verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,1 f� ,16 W except Qt=lb)12=214,18=136,11-115. 0�1� � 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard Continued on page 2 56306 pRO SStO�� Job Cuss Truss Type ty ly— Harvest Pointe Recreation Bldg 170922198 P831B GABLE, 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:05:16 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-wZuOD2pB2BTko?JxxwBoA62xAS7SNFsR9wXi2CyUp4X NOTES- 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard I SOF NkikV �OpHER • , • mss s� �� 56306 V� AROFESSI( Job tuss Truss Type ly Harvest Pointe Recreation Bldg 1 170922198 PB31C GABLE Job Reference(optional) I Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:22 2017 Page 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhix-IiFHU5tye1 EuWwn4HAICPNIyVsAtn_jJXs_OGryUp4R 10-10-2 27-8-0 10-10-2 16-9-14 .00 121 24 g Scale=1:66.6 25 26 4 27 3x6= 5x6= 3x4= cc 5 1 6 7 8 9 10 2 29 30 31 32 VM Lo Lo 3 j 3 ]13 '- in C6c� P1 B2 0 21 22 d 20 3fb 35 18 36 17 37 16 38 1514 39 13 40 12 41 11 3x4= 3x4= 0 8 27-4-8 27 -0 0- -8 27.1.0 0-19-8 Plate Offsets(X,Y)-- [5:0-2-8,Edgel,17:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 11 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Weight:139 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:11-12. WEBS 1 Row at midpt 1-21,2-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 21=205(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)20,13,15,16,11,19 except 12=-217(LO 12),17=-115(LO 12),18=-118(LO 12) Max Grav All reactions 250 Ib or less at joint(s)20 except 12=756(LC 29),13=674(LC 29),15=723(LO 29),16=552(LC 29),17=732(LO 30),18=566(LC 40),11=290(LC 37), 19=263(LC 75) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 20-34=-2441286,19-34=-244/286,19-35=-244/286,18-35=-2441286,18-36=-244/286, 17-36--244/286,17-37=-244/286,16-37--244/286,16-38--244/286,15-38=-244/286I 14-15=-244/286,14-39=-244/286,13-39=-244/286,13-40=-244/286,12-40=-244/286 WEBS 9-12=-656/117,8-13=-594/106,7-15=-643/125,6-16=-472/83,4-17--649/166, 3.18=-494/149,10-12=-255/292 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSVTPI 1. 3)TOLL:ASCE 7.10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. OF NES 7)Gable requires continuous bottom chord bearing. _(� YD 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Q' GOPHER G 'Q� 9)Gable studs spaced at 4-0-0 oc. �5 10)Bearing at joint(s)21,22,20,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building des g t si verify capacity of bearing surface. o u 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,1 FJ ,16 re except at-lb)12=217,17=115,18=1 18. n�^ W 12)This truss is designed in accordance with the 2015 International Building Cade section 2306,1 and referenced standard Continued on page 2 $6306 A�40pESSIdt, v� Job IPB381:C toss Type City �-P y Harvest Pointe Recreation Bldg 170922198 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Cat 1014:05:22 2017 Page 2 ID:ogGKpPnC6LQWOwLpi CQQmoybhix-IiFHU5tyel EuWwn4HAICPNIyVsAtn_jJXs_OGryUp4R NOTES- 13) OTES13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��OF NEW y �.�O? ER G. of !V `0. 563ob AR0 SS10k, B31 Truss Type ty y Harvest Pointe Recreation Bidg 170922196 P631D GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:05:28 2017 Pace 1 ID:cgGKpPnC6LQW0wLp1CQQmoybhix-ascYk8yjEt 1ErEEeRPcfeY hHDJBhICvoRLTVyUp4L 12-4-2 27-8-0 12-4-2 15.3-14 .00121 24 3 Scale=1:66.6 25 26 4 27 1 5 3x4 Q 3x4= 282 7 8 9 10 3 29 30 31 32232 N N G 21 22 0 20 3f9 35 18 36 17 37 16 38 1514 39 13 40 12 41 11 3x4= 3x4= 3x4 013 8 27-4-8 2 0- -8 27-1-0 Plate Offsets(X Y)-- [6:0-2-0,0-1-11,[11:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.53 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.01 22 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:132 Ib FT=40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No,3 10-0-0 oc bracing:11-12. WEBS 1 Row at midpt 1-21,2-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-8-0. (lb)- Max Horz 21=-211(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)20,13,15,11,19 except 12=-191(LC 12),17=-160(LC 12),18=-102(LO 12) Max Grav All reactions 250 Ib or less at joint(s)20 except 12-755(LC 28),13=675(LC 28),15=720(LC 28),16=533(LC 29),17=753(LC 39),18=556(LC 39),11=277(LC 79), 19=263(LC 72) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 20-34=-245/290,19-34—245/290,19-35--245/290,18-35 245/290,18-36=-245/290, 17-36=-245/290,17-37=-245/290,16-37=-245/290,16-38=-245/290,15-38=-245/290, 14-15=-245/290,14-39--245/290,13-39=-245/290,13-40=-245/290,12-40=-245/290 WEBS 9-12=-653/116,8-13=-595/116,7-15=-640/122,5-16=-454/24,4-17=-665/210, 3-18=-489/131,10-12=-250/284 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. OF NEW 7)Gable requires continuous bottom chord bearing. 1'0 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). '�� 09"ER G 9)Gable studs spaced at 4-0.0 oc. \5� 10)Bearing at joint(s)21,22,20,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building des t verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,1 C1 ,11 t except at-lb)12-191,17-160,18=102. n�^�� 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 1 ;. Continued on page 2 56306 V� A�OFESSIONP Job (Trussruss ype �Z�—�15(y Harvest Pointe Recreation Bit170922198 IILPB51C GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 10 14:08:01 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-bIMOrSohCuGK5LRe53fUMvO9UyRIXOgi55?xK7yUp1 y 4-8.5 19-6.15 24-3.4 4-8.5 14-10-9 4-8-5 Scale=1:39.9 3x4= 6.00 F1 2 3x4= 3 4 20 5 23 9 rl 24 0 18 T T T T 10 a 1 2 250 0 t,!.IE d 3x4= 26 17 27 16 28 15 29 14 13 30 12 31 3x4= 11 3x4= ,0-11-1, 23-4.3 24-3-4 0-11-1' 22-5-2 0-11-t Plate Offsets(X,Y)-- [4:0-2-0,Edge],[8:0-2-0,Edge] LOADING(psf), SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.44 Vert(LL) n/a n/a 999 MT20 197/144' (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WI3 0.12 Horz(CT) 0.00 11 n/a n/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:65 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-8. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. All bearings 24-4-4. (lb)- Max Horz 1=-35(LC 16) Max Uplift All uplift 100 Ib or less at joint(s)2,15,16,17,14,12,10 except 1=-I 52(LO 46),11--152(LC 53) Max Grav All reactions 250 Ib or less at joint(s)1,11 except 2=490(LC 30),15=640(LC 29),16=674(LC 29), 17=457(LO 30),14-674(LC 29),12=457(LC 30),10=490(LC 30) - FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 6-15=-561/111,5-16=-593/111,3-17=-374/100,7-14=-593/111,9-12--374/100 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry . Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joiht(s)2,15,16,17,14,12, 10 except(jt-lb)1=152,11=152. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1'and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified'build' OF NEtV designer. YO 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.' y'�P GOPHER G LOAD CASE(S) Standard V� Ci S630B V� AROFESS►01k'P r1709221913 toss toss Type ty y Harvest Pointe Recreat on Bldg PB51D GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s,,aq��r 8 2017 MiTek Industries,Inc.Tue Oct 10 14:08:11 2017 Pa e 1 ID:cgGKpPnC6L0W0wLp1 CQQmoybhix-IDyAytwyrzWvluCZhAgrmOos7_rZtXRBOfQThYyllpi 0 22-2-15 _ 24-3-4 22-2-15 2-0.5 Scale=1:40.6 4x4= 6.00 12 3 2223 6x8 3x4= 3x6= 20 T21 4 5 7 8 9 30 2 511 ;to 1 31 0 0 ld 66 3x4= 32 19 33 18 34 17 16 15 35 14 36 13 37 3x4= 12 2x4 I I 3x6 I I 3x6= 3x6 11 3x6 11 3x6 11 0.11-1, 23-4.3 4 3-4 �0-11-1 22.5-2 `20-121 Plate Offsets(X,Y)-- [4:0-4-0,0-1-141,[10:0-3-0 Edge] [18:0-1-9,0-0-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.43 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stressincr YES WB 0,11 Horz(CT) 0,01 12 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015fTP12014 Matrix-S Weight:58 Ib FT=4% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except- BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0.0 oc bracing:2-19,18-19. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-4-4. (lb)- Max Horz 1=29(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)12,2,15,17,14,13,19,18 except 1=-141(LO 53) Max Grav All reactions 250 Ib or less at joint(s)1 except 12=280(LC 72),2=397(LC 18),15=668(LC 321,11=586(LC 32),14=642(LC 32),13=651(LC 32),19=300(LC 80),18=293(LC 81) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 7-15=-584/113,5-17=-514/99,8-14--570/110,9-13=-547/107 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat..11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&M W FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,2,15,17,14,13, 19,18 except T-lb)1=141. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified build' F NEW designer. ( )' 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'�� op ER C f 0�Q,� LOAD CASE(S) Standard r tY S630B V� A�oFESSIO�Q Job russ Truss Type Qty Ply Harvest Pointe Recreation Bldg 170922196 PB31D GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S-NC 62,Burlington,NC 8.030 s Apr 6 2017 MTek Industries,Inc.Tue Oct 1014:05:28 2017 Page 2 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-ascYk8yjEt 1ErEEeRPofeY hHDJBhICvoRLTVyUp4L NOTES- 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF PIE( Y �CQ' HER O ' 5 V � r tY Lu 56308 �,� pR� sSION P Job toss Truss Type ty ply Harvest Pointe Recreation Bldg 17092219B P832 GABLE 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 11030 s Appr 8 2017 Mi Industries,Inc.Tue Oct 1014:05:32 2017 Page t ID:cgGKpPnC6LQW0wLp 1 CQQmoybhtx-Sel3aW?DH6UTSY?tHTYpUilduca7emgQPYcGyUp4H I Scale=1:13.6 3 2x4 11 8 6.00 12 7 0 T W1 N 2 1 6 131 0 20= 5 0 9 4 2x4= 0-11-1 4.1-4 p-4.12 0-it-1 3-2-3 0-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:24 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=-116/4-5-4 (min.0-4-5),5=0/4-5-4 (min.0-4-5),2=363/4-5-4 (min.0-4-5),4=133/4-5-4 (min.0-4-5) Max Horz 1=78(LC 10) Max Upliftl=-21 3(LC 26),2=-1 17(LC 11),4=-20(LC 11) Max Grav1=158(LC 28),2=470(LC 26),4=272(LC 31) FORCES. (lb)-Max.Comp./Max,Ten,-All forces 250(lb)or less except when shown. NOTES- 1)Ply to ply nailing inadequate 2)2-ply truss to be connected together as follows: Top chords connected with 10d(0.120"x3")nails as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected with 10d(0.120"x3")nails as follows:2x4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6,Opsf;BCDL-6,0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 5) Truss designed for And loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 6)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 7)Unbalanced snow loads have been considered for this design. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)1,5,2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b) 1=213,2=117, 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified bull SOF NEWdesigner. CO �O?"ER 0 O�Q�, LOAD CASE(S) Standard UQ�c' C) 56306 v� pROFESSIOX4 Job russ Truss Type Qty P y Harvest Pointe Recreation Bldg 170922196 PB33 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:40 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-DAK5FF5FPZVKgh9YLydQ8A21 z7JL?8VzgfLzuoyUp49 11-10.2 25-2-0 11-10-2 13-3-14 00 121 p Scale=1:66.5 24 3 25 26 1 4 2 27 46Q 3x4= 3 5 6 7 8 9 10 28 29 30 31 3 1Cb 1�-=21 22 R' 131 0 20 3AJ 34 18 35 17 36 16 15 14 37 13 38 12 11 39 3x6= 3x6// 08 26-10-8 27 -0 028 26-7-0 Plate Offsets(X,Y)-- [5:0-3-0,01-11,[6:0-1-7,0-1-01,[10:Edge,0-1-81,[11;0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 11 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-R Weight:112 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-21,2-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-2-0. (lb)- Max Horz 21—263(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)20,16,14,13 except 18=-143(LC 12),17--134(LC 12),11=-201(LO 38),12=-406(LC 12) Max Grav All reactions 250 Ib or less at joint(s)20 except 19=415(LC 29),18=736(LC 29),17=715(LC 29),16=476(LC 36),14=731(LC 28),11=352(LC 12),13=700(LC 28),12=607(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-27=-2831250,5-27=-296/204,5-6=-301/201,6-28=-283/205,7-28=-283/205, 7-29=-283/205,29-30=-2831205,8-30=-283/205,8-31=-283/205,9-31—283/205, 9-32--2831205,10-32=-283/205 BOT CHORD 20-33--2461294,19-33=-246/294,19-34=-246/294,18-34=-246/294,18-35=-246/294, 17-35=-246/294,17-36=-246/294,16-36=2461294,15-16=2461294,14-15=-246/294, 14-37=-246/294,13-37=-246/294,13-38=-246/294,12-38=-246/294,12-39.-246/294, 11-39=-246/294 WEBS 2-19=-348/70,3-18=-653/188,4.17=-636/182,6-16=-388/59,7.14=-6521118, 8-13=-6171107,9-12=-536/249 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. NE 5)Provide adequate drainage to prevent water ponding. ((G OF YD 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). C?9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)21,22,20,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building de gH r sh verify capacity of bearing surface. C� W 11)Provil1de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,1 Cont./-%on pa 3617-134,11=201,12=406. 66306 A�OFESSIO�P�' Job loss Truss Type Qty Ply Harvest Pointe Recreation Bldg 17092219B PB33 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:05:40 2017 Pne 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-DAK5FF5FPZVKgh9YLydQ8A21 z7JL?8VzgfLzuoyUp49 NOTES- 12) OTES12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEWY k! ` 56306 A�OFESSIO 1 Job cuss Truss Type Qty y Harvest Pointe Recreation 131cig 1709221913 PB34 GABLE 11 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62;Burlington,NO 8.030 s Apr 8 2017 Mi rek industries,Inc.Tue Oct 1014:05:44 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-6xab5o81So?m91SJaohMIODIYkcpx?nZbHJB 1 ayUp45 14-4-11 14411 8.00 12 4x4= Scale=1:57.7 2 14 2x4 I 1 1 3x8 3 2x4 I I 4 15 ex 2x4 II 1 5 3 16 3 6 7 o 12 c c 11 170 18 9 19 8 20 3x4 2x4// 2x4 II 2x4 11 2x4 11 07318 15-7-15 1¢-411 0=3'-8 15-4.7 0 88-12 Plate Offsets(X,Y)-- [6:0-1-15,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL ;in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0,54 Vert(LL), n/a - n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.58 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 6 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:80 Ib FT=40/a LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 . BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-12,2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-5-1. (lb)- Max Horz 12=-337(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)11,6 except 9=-136(LC 12),8--154(LC 12),7—517(LC 29) Max Grav All reactions 250 Ib or less atjoint(s)11,7 except 6=806(LC 22),10=362(LC 41),9=446(LC 22),8=585(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-16=-305/267,6-16=-325/220,6-7=-98/269 BOT CHORD 11-17.253/341,10-17=-253/341,10-18=-253/341,9-18=-253/341,9-19=-253/341, 8-19=-253/341,8-20=-253/34116-20=-253/341 WEBS 2-10--286/81,4-9=-3191175,5-8=-393/217 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;CC-1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)12,11,6,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11,6 except at-lb) 9=136,8=154,7=517, OF NEW 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi f g�f1J@11ER G Top Chord and Bottom Chord,nonooncurrent with any other live loads. �5 11)See Standard Industry Piggyback Truss Connecton Detail for Connection to base truss as applicable,or consult qualifi I designer, LOAD CASE(S) Standard 66305 A�OFESSIO�P' Job russ Truss ype ty y Pointe Recreation Bldg17092219B PB36 GABLE 1 ]Harvest Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:48 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-Jp6x_BGW1 VBevm4pemiTsNUhL?mtto8WvHOALyUp41 2-6-11 5-1-6 2.6-11 2-6-11 3x4= Scale=1:13.0 3 8.00 12 7 6 T 1 4 2 5 1 B1 m 0 171- 8 2x4= 2x4= 0-8-12 4-4-10 , 5-1.6 0-8-12 3-7-14 0-8-12 Plate Offsets(X,Y)-- [3:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.15 Vett(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:11 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD 20 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-2-2. (lb)- Max Horz 1=-38(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)2,4 except 1 126(LC 26),5=-126(LC 27) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 2=408(LC 26),4-408(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4 except Qt=Ib) 1.126,5-126. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points-along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard ��OF NEW �5(p9HER G ` 66305 A��FESSIO�P� Ilfl� ILSs n1SS ype Qty y Harvest Pointe Recreation Bldg I17o922196 PB44 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:05:52 2017 Pa�gge 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhix-tU3dmLFinaFOd7X3r2TgEdiY5nyPvpf4kRXFcl6yUp3z 9.6-511-3-4 9-6.5 1-8-15 3x10 MT20HS= 3x4 11 Scale=1:29.8 5 14 6 2x4 II 13 \ El 4 6.56 12 12 d T r 1 d r 3 T 11 T 2 1BI Li0 2222222222M10 2x4\� Id 3x4= 15 9 16 8 17 7 2x4 I I 2x4 11 0-10-410-11-12 11-34 0-10-4 10.1-7 -3- Plate Offsets(X,Y)-- [5:0-5-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/dell L/d. PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.46 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 10 n/a n/a BOLL 10.0 Code 1B02015/TP12014 Matrix-S Weight:40 Ib FT=40/9 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-3-11. (lb)- Max Horz 1=188(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,2,7,8,9 Max Grav All reactions 250 Ib or less at joint(s)1 except 2=288(LC 41),7=281(LC 56),8=675(LC 27),9=576(LC 27) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-8=593/134,3-9=-5041145 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip.DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp,;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)1,10,2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,7,8,9. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified build'n designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C'�P y�OPHER G LOAD CASE(S) Standards V� r � S630B Q� ARoFESStoNP� Job B44 Truss Type y Harvest Pointe Recreation Bldg 17o9221sB �PB44A (GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi rel(Industries,Inc.Tue Oct 1014:05:57 2017 Page 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-DRsWg3lvPoewDlypgiQPKIFyFz66UxrrapyN JyUp3u 7-1-0 11-3-4 7.1.0 4-2-3 Scale=1:23.3 5x6= 3x4 11 4 5 14 13 6.56 12 12 2x4 II T 3 T Wi c5 (n 11 T1 2 1 0 Ir 10 d 3x4= 16 9 17 8 18 7 2x4 I I 2x4 11 2x4\\ 0 10-4 10-11-12 11-3 4 0-10-4 10-1-7 3- Plate Offsets(X,Y)-- f4:0-0-0,0-1-11,[5:0-1-12,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.48 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a n/a 999 TCDL 15,0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Weight:37 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-3-11. (lb)- Max Horz 1=137(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,2,7,8 except 9=-1 02(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=285(LC 41),7=304(LC 26),8.491(LO 26),9=619(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-269/69 WEBS 5-8=-4081118,3-9=-549/144 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1,60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc, 8)Bearing at joint(s)10,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,7,8 except(jt=lb) 9=102. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along t Top Chord and Bottom Chord,nonconcurrent with any other live loads. pF NEI 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b I ifs- 1'O designer. 't 0? ER t, 'P< 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord \5� r LOAD CASE(S) Standard tort lU ` 56306 A�OFESSIO�p� Job Cuss toss ype Ztty y Harvest Pointe Recreation Bldg 170922196 PB45 GABLE �1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:06:01 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-6D61fQMQS08LivGa3sVLUbQeJbU5PiO3VQwa75yUp3q 4-7-12 11-3-4 4-7-12 6.7-8 Scale=1:19.0 3x6= 4 2x4 11 3x4 11 13 5 14 T2 6.56 12 2x4 11 12 Lj Li3 T it ST2 W1 N STI a 1 H 1 c Ir 10 d 15 9 16 8 17 7 3x4= 2x4 I I 2x4 I I 3x4\\ 0-10.4 10-11-12 11-3-t1 � 10-1-7 -3- Plate Offsets(X,Y)-- [4:0-3-0,Edge],[7:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ltd PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.47 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0,37. Vert(CT) n/a n/a 999 TCDL 155.0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 10 n/a n/a . BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:32 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max,):4.6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. All bearings 11-3-11. (lb)- Max Horz 1=86(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2,7,8,9 except 1=-102(LO 41) Max Grav All reactions 250 Ib or less at joint(s)1 except 2.301(LO 41),7=284(LC 56),8.691(LC 26),9=476(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-8--611/153,3-9--403/105 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd-103mph;TCDL=6.Opsf;BCDL=6,Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ' 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Ekp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design, 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)10,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surf ace, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,7,8,9 except Qt=1b) 1-102. 10)This truss is designed in accordance with the 2015 International Building Cade section 2306,1 and referenced standard ANSI1TPI 1. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified buil of NEW designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CO GOPHER G �'Qe LOAD CASE(S) Standard r � 56308 AROFESSIO�� Job russ Truss Type Ply Harvest Pointe Recreation Bldg 7 170922196 P645A GABLE Jt Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC - 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:06:06 2017 Pagel ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-TAvwj8PYHZmeog8YsQ5XBf7TScA14?Jof]eLolyUp31 2-2-7 11-3-4 2.2-7 9-0-12 Scale=1:19.0 3x4= 6.56 Fl2 3 2x411 2x411 2x411 12 4 13 .5 1 2 11 T LJ r a 2 B1 W1 d 0 1E= o 17 10 d 15 9 16 8 17 7 3x4= 20 11 2x4 11 2x4= 0.10.4 .10-1 i-12 1.3- 0-10.4 10-1.7 -3- Plate Offsets(X,Y)-- [3:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TOLL 231 Plate Grip DOL' 1.15 TO 0.51 Veit(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) , 0.00 10 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Weight:27 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 20 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-3-11. (]b)- Max Horz 1=35(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,10,2,8,9 Max Grav All reactions 250 Ib or less at joint(s)1 except 10=281(LO 56),2-330(LC 41),8=737(LC 26),9=506(LC 26) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-10=-281/40 WEBS 5-8=-645/162,4-9=-441/119 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat,11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,10,2,8,9. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along t Top Chord and Bottom Chord,nonconcurrent with any other live loads, F NE VV), See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b i i0 0 �0 designer. �'� �OpHERG 'Q,r 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard UIQ ' r 66306 ASO SSI°�� oTruss T russ Type aty MY Harvest Pointe Recreation Bldg 170922198 PB50 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:06:16 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 C0Qmoybhix-A5WipZXgwd1 DMvTSWGtbmXCkebmQPUGyG3t9iyUp3b 19.9-11 19-9-11 1 2 3 4 r-1:21 Ma r5o TV ER r5a ra 6 3U •6.00 12 e=1:69.4 26 21 Zb ieu3x 31 3x4 7 32 8 33 9 0 34 n 1 1 1 2 � 3 310 1]4 5 11 38 12 37a co 0 25 d dd 24 38 23 39 22 21 20 40 19 41 18 17 16 42 15 43 14 44 3x4// 3x6= 3x6= 3x4= q 111 11-1 Plate Offsets(X,Y)-- [5:0-2-0,Edge],[24:0-2-0,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.03 13 n/a n/a BOLL 10.0 BCDL 10,0 Code IBC2015/TP12014 Matrix-S Weight:172 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-25,2-23,3-22,4-20,6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-0. (lb)- Max Horz 25_373(LC 12) Max Uplift All uplift 100 Ib or less at joints)24,23,22,20,19,16,13,12,14 except 18=-104(LC 12),15=-101(LC 12) Max Grav All reactions 250 Ib or less at joint(s)13 except 24=273(LC 72),23=672(LC 26),22=643(LC 26),20-671(LC 26),19-51 O(LC 27),18=679(LC 27),16=639(LC 27), 15=672(LC 27),12=256(LC 61),14=559(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 0-34=-253/113,10-34=-264165,10-35=-351/149,11-35=-362/121,11-36=-430/172, 12-36-441/151 BOT CHORD 24-38=-143/415,23-38=-143/415,23-39=-143/415,22-39=-143/415,21-22=-143/415, 20-21=-143/415,20-40=-143/415,19-40=-143/415,19-41--1431415,18-41=-143/415, 17-18=-143/415,16-17=-143/415,16-42=-143/415,15-42=-143/415,15-43=-143/415, 14-43--143/415,14-44=-143/415,12-44=-143/415 WEBS 2-23=-593/118,3-22=-562/109,4-20=-591/111,6-19=-430/145,7-18=-599/170, 9-16=-559/163,10-15=-590/171,11-14=-489/147 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. OF NEI 5)Provide adequate drainage to prevent water ponding. (�G ''0 6)All plates are 2x4 MT20 unless otherwise indicated. '� 0?HER 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)25,24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer sh uMif e capacity of bearing surface. C: 10)Provide mechanical connection(by others)of truss-to bearing plate capable of withstanding 100 Ib uplift at joint(s)24,2 , 2 , i s 13,112,14 except(!-Ib)18=104,15-101. 81 rte;; This page Viigned in accordance with the 2015 International Building Code section 2306.1 and referenced standard A 11'86308 �,=O �OFESSIM, Job runs toss We y Harvest Pointe Recreation Bldg 170922198 Trus GABLE 1 1 [Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:06:16 2017 Page 2 NOTES- ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-A5WipZXgwd1 D?DvTSWGtbnnX0kebmQPUGyGMjyUp3b 12)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads, 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard SOF NEW �� O�F►ER G O ARoFESSto�P�' J� I russ nass ype y y Harvest Pointe Recreation&dg 17092219B PB50A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Ar 8 2017 Mil ek Industries,Inc.Tue Oct 1014:06:27 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoyb�i'..LDgs7JgiKOQfpvFabKzSY4V263LLVLxuUTDz2ayUp3Q 17-1-11 ' 17-1.11 1 2 4 5 6 6.00 12 Scale:3/1 "=1' 4 Zd 29 so 01 8 3x4= 3x4 A 0 MT20HS= 34 935 10 36 0 cc 1 IC 1 Ell IC 1 it of 4 3 37 12 38 13 0 39 26 •t `4 U3 17xr oo0 25 40 24 23 41 22 42 21 43 20 44 19 18 45 17 46 16 47 15 48 3x6 46= 46= 3x4= O- Y 11- Plate Offsets(X,Y)- [7:0-5-0,0-1-71,[18:03-0,0-1-41,[18:0-0-0,0-1-121,[19:0-1-12,0-0-01,[23:0-0-0,0-1-121,[23:0-3-0,0-1-41,[24:0-1-12,0-0-01,[25:0-0-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.58 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 14 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:162 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row atmidpt 1-26 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-0. (lb)- Max Horz26=326(LO 9) Max Uplift All uplift 100 Ib or less at joint(s)25,24,22,21,20,19,16,14,13,15 except l7=-103(LC 12) Max Grav All reactions 250 Ib or less at joint(s)14 except 25-273(LC 72),24-670(LC 26),22=647(LC 26),21=655(LC 26),20=621(LC 26),19=623(LC 27),17-650(LC 27), 16=669(LC 27),13=256(LC 61),15-560(LC 27) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-37=-252J39,12-38--268/108,13-38=-279/39 BOT CHORD 25-40=-34/260,24-40=-34/260,23-24=-34/260,23-41=-34/260,22-41=-34/260, 22-42=-34/260,21-42=-34/260,21-43=-34/260,20-43=-34/260,20-44=-34/260, 19-44=-34/260,18-19_341260,18-45=-34/260,17-45=-34/260,17.46=-34/260, 16-46=-34/260,16-47=-34/260,15-47=-34/260,15-48=-34/260,13-48=-34/260 WEBS 2-24=-591/129,4-22=-566/115,5-21=-575/116,6-20=-541/122,8-19=-543/121, 10-17=-570/173,11-16--587/168,12-15=-490/146 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. ®F NEW 6)All plates are MT20 plates unless otherwise indicated. (� Y� 7)All plates are 2x4 MT20 unless otherwise indicated. �'�� COPHER G 'pr 8)Gable requires continuous bottom chord bearing. �5 �- 9)Gable studs spaced at 4-0-0 oc. 10)Bearing atjoint(s)26,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designers ou S6ri capacity of bearing surface. C: W 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)25,2 ,,r 2 , 16,14,13,15 except(jt=1b)17-103. This Buss is de igned in accordance with the 2015 International Building Code section 2306.1 and referenced standard 11. �O o tinue on page 66306 v� ARO SSI Job FPB5S15A Cuss Type y Harvest Pointe Recreation Bldg �17092219B GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:06:28 2017 Page 2 1D:cgGKpPnC6LQW0wLp1 CQQmoybhix-pPEEKfgM5JYWR3gm91 Uh411 DsThaEoBI i7zWaOyUp3P NOTES- 13)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEw y _'Op ER G + 56306 A�OFESSIov, o i Cuss niss'�ype Qty y Harvest Pointe Recreation Bldg 170922196 PS50B 71ABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Air 8 2017 MiTek Industries,Inc.Tue Oct 1014:06:38 2017 Pagge 1 ID:opGKpPnC6LQW0wLp1 CQQmoybhtx-XKrOQ4odlOo5ebbhk8fl UPSyFV6vaM1 V?h02wRyUp3F 14-5-11 14-5-11 1 2 4 5 6 7 6.00112 Scale=1:62.0 34 3x6 3x4— 3x4= 910 35 11 0 1 811 11 Mi 1 4 36 b 2 g 12 37 13 131 L-L 0 R 38 T o it XXXXXXXXXXKXFCKXKKKXXXXX3tX� *4 26 06 25 39 24 23 40 22 41 21 42 20 43 19 18 44 17 45 16 46 15 47 3x6 O 46= 4x6= 3x4= 0 Y 11- Plate Offsets(X Y)-- [8:0-2-0,Edge] [18:0-3-0,0-1-4] [18:0-0-0,0-1-121,[19:0-1-12,0-0-0],[23:0-0-0,0-1-12],[23:0-3-0,0-1-4],[24:0-1-12,0-0-0],[25:0-0-8;Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a - n/a 999 MT20 1971144, (Ground Snow=30,0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:151 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4'SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):_1-8.. WEBS 2x4 SP No.3 'BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS . 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-8. (lb)- Max Horz 26=-273(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)25,24,22,21,20,19,%17,14,13,15 except 16=-101(LC 12) Max Grav All reactions 250 Ib or less at joint(s)14 except 25=273(LC 72),24=670(LC 26),22=649(LC 26),21.644(LC 26),20=679(LC 26),19=505(LC 26),17=664(LC 27),16-665(LC 27),13=256(LC 61),15-561(1-0 27) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-24=-590/124,4-22=-569/115,5-21=-564/108,6-20=-599/119,7-19=-4241118, 10-17=-584/156,11-16=-583/172,12-15=-491/144 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd-103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the'truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1;Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)26,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)25,24,22,21,20,19 17,14,13,15 except Qt=1b)16=101. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel point oirri Yo Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)See Standard Industry Piggyback Truss Connection Detail for'Connection to base truss as applicable,or consult qualifie b � ` e designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor r � LOAD CASE(S) Standard m 56306 � V� AROFESSIO�P IIfJob russ ^� 1lttissType TtY y HarvestPointeRecreationBkk17os221s6 6500 I GABL1 Job Reference(optional) I Universal Forest Products,5631 S.NC 62,Burlington,NO 8,030 s A r 8 2017 MITek Industries,Inc.Tue Oct 1014:06:48 2017 Pae 1 ID:ogGKpPn06LQW0wLp1 CQQmoybhix-�FRoXVwuOT3hr7LcKErNuWsgHXWFwxPz,)EpaHsyUp35 11-9-11 11-9-11 Scale=1:59.4 3x4= 3x4= 1 2 3 4 5 9 6 30 31 7 2 8 9 33 34 6.00 Ll2 10 d)v1 1 1 1 1 2 336 n 3 11 37 12 25 d Q� d 24 39 23 22 40 21 41 20 42 19 18 17 43 16 44 15 45 14 46 3x4= 3x4= 3x6= 11-1 -11- Plate Offsets(X,Y)-- [8:0-2.0,Edgel LOADING(psf) _ SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 plate Grip DOL 1.15 TO 0.48, Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCDL 15.00 Rep Stress Incr YES WB 0,34 Horz(CT) 0,02 13 n/a n/a BOLL 10.0 BCDL 10.0 Code IB02015/TP12014 Matrix-S Weight:138 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP,No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-8. (lb)- Max Horz 25=-221(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)13,24,22,21,20,19,17,16,12,14 except 15=-110(LC 12) Max Grav All reactions 250 Ib or less at joint(s)13 except 24-274,(LC 72),22-667(LC 26),21=648(LC 26),20=653(LC 26),19=645(LC 26),17=671(LO 26),16-505(LC 27),15=698(LC 27),12-257(LC 61),14=549(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, WEBS 2-22=-589/118,4-21—567/113,5-20=-573/109,6-19=-565/113,7-17-5911111, 9-16=-426/103,10-15=-616/179,11-14=-479/141 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu.112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)25,24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of.withstanding 100 Ib uplift at joint(s)13,24,22,21,20,19 ,17,16,12,14 except(jt-lb)15=110. 11)This truss is designed in accordance with the 2015 International Building Cade section 2306.1 and referenced standard ANSI . F NEyy 12)This truss has been designed for a moving concentrated load of 200.01b live,located at allmid panels and at all panel poin Top Chord and Bottom Chord,nonconcurrent with any other live loads, Op14ER 13)See Standard Industry Piggyback Truss Connection Detail for Connection to,base truss as applicable,or consult quaiifie bud designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . O LOAD CASE(S) Standard m 56306 v� ARO�ESSIOxP Job Cuss Cuss Type Qty y Harvest Pointe Recreation Bidg 170922198 P650D GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burrington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Qct 1014:07:03 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-18rTgd6Js4yY8R?Viucu?q_EXaebxk_Bl4yslVyUp2s 9-1-11 9.1-11 Scale-1:60.4 6.00 12 4x6= 5 3x10 MT20HS= 4x6= 3 4x4= 1 2 3 6 7 8 5Z U] F5 5RI T3 39 27 29 30 31 2 35 36 37 38 9 10 4041 0 1 1 CA. LC 1 1 4 11 � 42 12 0 26 d c 25 44 24 45 23 22 46 21 47 20 48 19 49 18 i7 50 16 51 15 52 14 533x4= 46= 46= 0-11-1 11- Plate Offsets(X,Y)-- [9:0-5-0,0-1-71,[17:0-3-0,0-1-41,[17:0-0-0,0-1-12],[18:0-1-12,0-0-0] [22:0-3-00-1-4] [22:0-0-00-1-12] [23:0-1-120-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.48 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 13 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:134 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-4,6-9. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except; OTHERS 2x4 SP No.3 10-0-0 oc bracing:24-25,23-24,21-23. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-8. (lb)- Max Horz 26=-187(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)13,25,24,23,18,16,15,12,14,20, 19,21 Max Grav All reactions 250 Ib or less at joint(s)13 except 25=276(LC 91),24-649(LC 34),23=702(LC 34),18=545(LC 34),16=641(LC 34),15=637(LC 35),12-257(LC 79), 14-566(LC 35),20=504(LC 35),19=309(LC 96),21=445(LC 18) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 2-24--573/112,3-23=-617/119,7-18=-481/101,8-16--559/110,10-15=-556/144, 11-14--496/151,5-20=-449/49,6-19=-262/107,4-21=-374/140 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)Bearing at joint(s)26,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should v of NEK/ capacity of bearing surface. �( Y� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,25, b?f4ER G 15,12,14,20,19,21, �5 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 13)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel p i t An e Top Chord and Bottom Chord,nonconcurrent with any other live loads. r- 14) 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualm Ild' designer. 85�Gragtpical urlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. o tmu on age 2 S6305 AROPESSIOXI Job toss =GABLE CTty �P y Harvest Pointe Recreation Bldg 170922198 PB50D 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 sApr 8 2017 MTek Industries,Inc.Tue Oct 1014:07:04 2017 Page 2 ID:ogGKpPnC6LQWOwLp1CQQmoybhiX.mKPruz6xdN4PIbahGb77YuXPF ggBDK khQgxyUp2r LOAD CASE(S) Standard SOF NEl�ry n 5630E AR�FESSI CuTruss Type y Harvest Pointe Recreaton Bklgo 0922196 7 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:07:18 2017 Page 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhlx-M1 F8qlHIKgrQRl9N4XNP6g6pWdIGyV?OCv49K7yUp2d 5 7-15 11-3-15 19-3-15 25-9-9 5-7-15 5-7-75 8-0-0 6-5-11 Scale=1:60.4 4x6= 6.00 F12 32 6 31 33 3x10 MT201-1S i 3x10 MT20HS-�-, 3x10 MT20HS= 5 7 1 2 3 30 834 9 10 3 39 27 28 29 4 2 35 36 37 38 11 12 c VI 1 Sit 1 IC 11 4 40 41 13 N Bi B2 42D 26 d o 2543 24 23 44 22 45 21 46 20 47 19 18 48 17 49 16 50 15 51 3x4= 3x4= 3x4= 0 11- Y Plate Offsets(X,Y)- [4:0-5-0,0-0-15],[8:0-5-0,0-0-15],[11:0-5-0,0-1-7],[25:0-1.8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. iri (]cc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.43 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0,33 Horz(CT) 0.01 14 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight;119 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 cc purlins(6-0-0 max.):1-4,8-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-8. (lb)- Max Horz 26-151(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)25,21,22,24,19,17,16,135 15 except 14=-146(LC 68) Max Grav All reactions 250 Ib or less at joint(s)14,25 except 20=600(LC 35),21=637(LC 35)5 22=651(LC 34), 24-597(LC 34),19=644(LC 35),17=644(LC 34);16=608(LC 34),13=423(LC 35),15-598(LC 35) ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-20=-520/26,5-21=-558/181,3-22=-571/1245 2-24=-519/101,7-19=-564/182, 9-17=-564/130,10-16--528/125,12-1 5=-517/142 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,610 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially.Exp.;Ct=1.1,Lu-1 12-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 cc. 10)Bearing at joint(s)26,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.'Building designer should verify capacity of bearing surface, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)25,21,22,24,19 16,13,15 except Qt=1b)14=146, F �� 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN , O YQ 13)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel pour '°Ilia@HEIS Top Chord and Bottom Chord,nonconcurrent with any other live loads. N5 r 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi IUcig� designer. q� 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor� W LOAD CASE(S) Standard 66305 d� AROAESSI®NP ob Truss 7,uope �77 y Harvest Pointe Recreation Bldg 17092219B PB51 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s APr 8 2017 MTek Industries,Inc.Tue Oct 10 14:07:35 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybh.-MInZOZUNJv_OzMReacBOIQJi1 UZFRClu621ZQeyUp2M 8-3-15 16-7-15 24-7-1528-5-9 8-3.15 8-3-15 8-0-0 3-9-11 Scale=1:60.4 4x6= 6.00 12 6 31 32 33 34 7 30 4x6 29 4 35 46 17 3x4= 1 2 4 c13 3 8g 10 11 10 39 0 27 1 28 2 36 1 37 �2 4 13 l^ R1 9 4� 26 � r 0 2541 24 23 42 22 43 21 44 20 45 19 18 46 17 47 16 48 15 49 3x4= 3x4= 3x4= 11-1 11. Plate Offsets(X,Y)-- [3:0-3-0,0-0-15],[4:0-1-15,0-0-0],[8:0-1-15,0-0-0],[9:0-3-0,0-0-15],[12:0-2-0,Edge],[25:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0,51 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,36 Vett(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 13 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:110 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3,9-12. WEBS. 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. All bearings 34-10-8. (lb)- Max Horz 26=-115(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)25,22,24,17,16,15,13 except 14=-153(LC 65),21=-114(LC 11), 19=-116(LC 12) Max Grav All reactions 250 Ib or less at joint(s)14,25 except 20-548(LC 34),21-716(LC 34),22=489(LC 34), 24=638(LC 33),19=718(LC 34),17=481(LC 34),16=716(LC 33),15-465(LC 33),13=504(LC 34) FORCES. (lb)-Max,Comp,/Max.Ten,-All forces 250(lb)or less except when shown. WEBS 6-20=-468/0,5-21=-637/180,4-22=-405/148,2-24=-557/101,7-19=-638/180, 8-17=-401/145,10-16.-636/127,11-15=-3881134 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu-112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)26,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,22,24,17,16 5 13 except Qt=lb)14-153,21-114,19=116. ®F NEW 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN )'0 12)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel poi s g "ER G Top Chord and Bottom Chord,nonconcurrent with any other live loads. NS r 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualifi tb I � designer. �1 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor !� W c� LOAD CASE(S) Standard 66306 V� A�OFESSIONP r1712219B b russ nussPypety y Harves4 Pointe Recreation Bk3g PB51A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc,Tue Oct age ID:ogGKpPnC6LQWOwLp 1 CQQmoybhix-feiCszamg2tOJRU_Uap14u5wQlynaPAwjeuRAkyUp2F 10-0-514-2-15 24-3-4 10.0-5 4.2-10 10-0-5 6 = :43.9 21 e 1 —�?_— 24 6.00 F12 4 x6= 3x6— $ 20 25 n 3 T T 1 9 co T 19 26 18 10 1 2, 131 270Li Lj_ 0 Ie Ir o d 3x4= 28 17 29 16 30 15 31 14 13 32 12 33 3x4= 11 3x4= P0 23-4-3 243.4 0-11-1� 22-5.2 11-7' Plate Offsets(X Y)-- [5.0-3-0 Edge] [7.0-3-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL ' 1.15 TO 0.37 Vert(LL) ri/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a n/a 999 TCDL 15.0BOLL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 11 n1a. n/a BCDL 10.0 Code I802015/TP12014 Matrix-S Weight:76 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):5-7. OTHERS 2x4 SP NoZ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-4-4. (lb)- Max Horz 1=-80(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)2,15,16,17„14,12,10 except 1=-146(LC 46),11=-146(LC 53) Max Grav All reactions 250 Ib or less at joint(s)1,11 except 2=460(LC 30),15=523(LC 29),16.588(LC 30);'' 17-626(LC 30),14=588(LC 30),12=626(LC 30),10=460(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-15=-444172,4-16=-508/130,3-17=-545/162,8-14=-508/130,9-12=-545/162 NOTES- 1) OTES1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end'vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,15,16,17,14,12, . 10 except Qt=lb)1=146,11=146. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcOrrent with any other live loads. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified build' �F Y designer. t 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the.top and/or bottom chord. E tO�FtR LOAD CASE(S) Standard o n .: 56348 t�,`' ARO SSIO�P� o toss cuss ype ty y =ecreaton Bldg I PB518 GABLE T`y 1 (optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Indusldes,Inc.Tue Oct 1014:07:52 2017 Page 1 y ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-MZJNi2J77bWzFv4g_NU?WCAKMAww001 CJyX9yUp25 7-4-5 16-10-15 24-3-4 7-4.5 9-6.9 7-4-5 Scale=1:39.9 3x4= 3x4= 4 215 22 6 23 7 24 8 6.00 12 20 U U 25 3 9 T T2 ST21 0 19 M 18 T T 2 10 1r-1 27,0 o ra i6 3x4= 28 17 29 16 30 15 31 14 13 32 12 33 3x4= 11 3x4= 1 0-11-1, 23-4.3 24 3.41 0-11-1' 22-5.2 0.11.1 Plate Offsets(X Y)-- [4:0-2-0,Edgel,[8:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL ' 1.15 TC 0.48 Vett(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.36 Vert(CT) n/a - n/a 999 TCLL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0,01 11 n/a n/a BCDL 10.0 BCDL 10,0 Code IBC2015/TP12014 Matrix-S Weight:72 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0.0 oc purlins(6-0-0 max.):4-8. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-4-4, (lb)- Max Horz 1=-58(LC 16) Max Uplift All uplift 100 lb or less atjoint(s)2,15,1.6,17,14,12,10 except 1=-147(LC 46),11.147(LC 53) Max Grav All reactions 250 Ib or less at joint(s)1,11 except 2=504(LC 30),15=694(LC,29),16=536(LC 29), 17=605(LC 30),14=536(LC 29),12=605(LC 30),10-504(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-284/50,3-20=-307/70,9-25=-307170,10-26=-284/39 WEBS 6-15=-615/119,5-16=-455/87,3-17=-524/144,7-14=-455/85,9.12--524/144 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6,Opsf,•h-24ft;Cat.11;Exp.B;'enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,15,16,17,14,12, 10 except()t=lb)1=147,11-147, 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated'load of 200.01b live located at all mid panels and at all panel points along t Top Chord and Bottom Chord,nonconcurrent with any other live loads. IV 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b i io OF�� designer. '� OPNER G 'per 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard v� r to M, 66306 ARS sS10k, IJob � tti'Io Ss Truss Type it PIy—�f Jharvest Points Recreation Bldg 170922198 Tot Hip Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:08:20 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-Yy?agyl cjkfdtGOljZUydvglKdgOUZ8WTY5RVQdP1f 2-11-0 5-6-8 9-8.0 13-9-8 16-5.0 19-40 2.11-0 2-7.8 4 4-1.8 4.1-8 8 2-11-0 rl- 8.00 12 4x Scale=1:43.6 10 14 2x4 2x4 3 7 4x4 3 4A 1 1 1 1 918 � H IC, 19 20 21 11 22 3xx88 3x6 11 4x6= 10 3x8 3x6 11 = = 5.6.8 13-9.8 19-4-0 5-6-8 8-3-0 5-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in floc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.85 Vert(LL) -0.0910-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.1710-12 >999 360 TCDL 15,0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.03 9 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.08 10-12 >999 360 Weight:234 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-9-6,Right 2x6 SP No.2 1-9-6 REACTIONS. (Ib/size) 1=2017/0-6-0 (min.0-1-13),9-2024/0-6-0 (min.0-1-13) Max Horz 1-106(LC 61) Max Upliftl=-440(LC 9),9=-443(LC 10) Max Gravi=2309(LC 27),9=2316(LC 27) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-3295/667,2-13=-3145/674,2-3---3133/682,3-14=-3182/689,4-14=-3149/700, 4-15--27161627,5-15=-27151627,5-16=-2724/630,6-16=-2725/630,6-17=-3159/704, 7-17--3193/693,7-8=-3143/685,8-18=-3155/678,9-18--3305/671 BOT CHORD 1-19=-557/2356,12-19=-557/2356,12-20--64613034I 20-21=-646/3034,11-21=-646/3034, 10-11--64613034,10-22--453/2364,9-22=-453/2364 WEBS 3-12=-243/496,4-12=-317/1323,5-12--471/141,5-10=-458/152,6-10=-319/1329, 7-10--244/498 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=Ib)1=440, 9-443. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/T . IF N V 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points a oct1� YO Top Chord and Bottom Chord,nonconcurrent with any other live loads. ��P �OpHER G 'Q,r 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord y 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)730 Ib down and 29 1 - 242 Ib down and 87 Ib up at 7-7-4,242 Ib down and 87 Ib up at 9-8-0,and 242 Ib down and 87 Ib up at 11-8-12,and 30 0 290 Ib up at 13-8.12 on bottom chord. The design/selection of such connection device(s)is the responsibility of othe r W LOAD CASE(S) Standard s . Continued on page 2 56306 AR�Fi:SStoNP`' I,Fob Muss toss ype �city y Harvest Pointe Recreation 221Bldg 170996 Tot Hip Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:08:20 2017 Page 2 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-Yy?agyl c kfdtGOIjZUydvglKdgOUZ8WfY5RVXyUpl f LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase-1,15 Uniform Loads(plf) Vert:1.4=-76,4-6=-76,6-9=-76,1-9=-20 Concentrated Loads(lb) Vert:11=-2400 12=-730(F)10=-730(F)20=-2400 21=-2400 OF NEWy GJ�C��CO?HERQ s 56306 A��FESSIOX4 o TTI"l russ ype arvest Pointe Recreation Bldg ss agonal Hip G rder 2A 17Jb Reference(optional) Universal Forest Products,5631 S.NC 62,&idington,NC 8.030 s AAi�r 8 2017 MTek industries,Ino.Tue Oct 1014:08:24 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-QjF4gK46ny93Muh3yPZunlri GE IzQOF6NA3felyUpI b F 1-10 4 3.10.4 7.8.9 i-10-4 3-10-4 3.10.4 2x4 11 Scale=1:27.9 4 10 5.66 12 3x4% 9 3 WE 8 3x4 i 4 2 1 11 6 12 13 5 7 2x4 II 4x4= 4x4= 3-10-4 7-8.9 3-10-4 3-10.4 LOADING(psf) SPACING- 2-0-0 CSI.. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.66 Vett(LL) -0.01 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.02 5-6 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.20 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.01 5-6 >999 360 Weight:51 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 'TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=599/0-8-2 (min.0-1-8),5=472/Mechanical Max Horz 7=182(LC 8) Max Uplift7=-181(LC 9),5=-174(LC 9) Max Grav7=611(LC 16),5=518(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=593/177,2-8=-598/150,3-8=-506/167 BOT CHORD 6-12--1901470,12-13=-190/470,5-13--190/470 WEBS 3-6=-109/286,3-5=-544/243,2-6=-82/524. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;8CDL=6.Opsf;h=24ft;Cat.11;Exp B;'enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 100 Ib uplift at joint(s)except(lt=1b)7=181, 5=174. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 Ib down and 39 Ib up at 2-1-12, 38 Ib down and 39 Ib up at 2-1-12,and 115 Ib down and 74 lb up at 4-11.11,and 115 Ib down and 74 Ib up at 4-11-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard OF NES Yo 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 OpHER Uniform Loads(plf) � `'. Vert:1.2=-76,2-4=-76,5-7=-20 Concentrated Loads(lb) V Vert:11=7(F=3,B=3)12=-21 1(F=-105,B=-105) r 6630$ v� A�OF'ESS10,01� Joh- ivss 7JACK-CLOSED Qty yTH. est Pointe Recreation Bldg �17092219B T03 4 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:08:27 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 C00moybhix-qIwDIL7?4tXeDLOedX6bPOTbJRIRdneY481JFdyUp1Y 1-3-123.5-7 1-3-12 3-5.7 2x4 11 Scale=1:19.2 3 8.00 12 7 6 1 W3 3x6 i I2 d c{ W2 *�1 1Lj B1 8 4 5 3x6= 2x4 11 3-5.7 3-5.7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 plate Grip DOL 1.15 TO 0.42 Vert(LL) -0.03 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.04 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0,00 5 '*** 360 Weight:20 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 -BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=289/0-6-0 (min.0-1-8),4=126/Mechanical Max Horz 5=124(LC 8) Max Uplift5=-37(LC 11),4--46(LC 8) Max Grav5=333(LC 25),4=269(LC 27) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-301/129 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1,60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW y y �O?HER n - ` 66306 !G� AROFl:SSIO�A� o Hiss fuss Type u Qty PIF FHoairvest Pointe Recreation Bkg 170922196 T04 JACK-CLOSED b Reference(optional). Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:08:30 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-FtcMxN9tMowC4p9DNg11058LtOgg8c_m6WzsyyUpi V 1.3.12 1-5-7 1-3-12 1-5-7 2x4 11 Scale=1:12.6 3 8.00 12 ;6 3x6�i 2 W3 T1 W2 1 B1 47 4 5 3x4= 2x4 I I 1-5-7 1-5-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL . in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.31 Vett(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 4-5 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a - n/a BOLL 10.0 BCDL 10.0 Code IB02015ITP12014 Matrix-P Wind(LL) 0,00 5 '"" T=40/6 360 Weight:10 Ib F " LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 5=237/0-6-0 (min.0-1-8),4=-14/Mechanical Installation guide, Max Horz 5=87(LC 10) Max Uplift5_45(LC 11),4=-83(LC 17) Max Grav5=320(LC 17),4=202(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-5=-308/139 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.6psf;BCDL=6.0psf;h-24ft;Cat..11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1,60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb'uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard (&14ER r � 0 w 56305 v� ARQFESSIO�P Job russ cuss I ype oty PIY -- Harvest Pointe Recreation Bldg 17092219B T05 (JACK-CLOSED 5 1 1JOb Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:08:33 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-fSHUZPBmfjlnxGtoznD?ffjWeslvi VwRS4ldTHyUp1 S 1-3-12 5-6.8 1� 3-12 5-6.8 2x4 11 3 Scale=1:27.2 8.00 12 7 Z16 3x6 2 W2 1 ! 8 4 6 4x4= 2x4 I I 5.6-8 5-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1,15 TC 0,88 Vert(LL) -0.12 4-5 >519 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.16 4-5 >390 360 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "*' 360 Weight:32 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=379/0-6-0 (min.0-1-8),4=237/Mechanical Max Horz 5=176(LC 8) Max Uplift5=-40(LC 11),4-67(LC 11) Max Grav5=384(LC 18),4=325(LC 27) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-331/154,3-4=-273181 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;'cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard or-NEW 'GOPHER 56306 !p� AR�FESS1014 Job cuss Truss Type Qty _ y Harvest Pointe Recreation Bldg 170922196 T06 Roof Special Girder 1 1 �JOb Reference(optional) Universal Forest Products,,5631 S.NC 62,Burlington,NC 8.030 s Apr 6 2017 MTek Industries,Inc.Tue Oct 1014:08:41 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-Q?mWF8Hnn8louVUKRTMtzL2sE4zMvwWclKh2lpyUpl K ri-3.12 1-11-7 5-6-8 11.0.8 15-3.8 20-9-8 23-5-0 26-4-0 1.3-12 1-11-7 3-7-1 5-6-0 4 3-0 + 5-6-0 2-7-8 2-ti-0 6 8.00 Fiff, 205x 2 23 ale=1:54.0 5.(6 19 24 4x6= 5x6= 25 8,21 12 5x8= 2x4 I I ao 46 i 4 5 IN 8 3x8— 0 d LO 3 1 18 3 26 28 1 V2 L9 2 6 a 1N 2930 16 31 15 32 14 13 33 12 34 35 11 3x8 11 4X6= 5x8= 4x6= 4x4= 44= 4x4= 11-0.8 15-3-8 20-9-8 26.4-0 5-6.8 5.6-0 4-3-0 5.6-0 5 6•� Plate Offsets(X,Y)-- [2:Edge 0-0-0] [4:0-4-0,0-2-0],[6:0-3-0,0-2-3],[7:0-3-0,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.97 Vert(LL) -0.1515-16 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.2615-16 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0,84 Horz(CT) 0.07 11 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.07 15-16 >999 360 Weight:167 Ib FT-40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3;2x4 SP SS 2-0-0 oc purlins(2-2-10 max.):4-5,6-7,8-10. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-15,8-13 W1:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11-1257/0-6-0 (min.0-2-9),2-1384/0-6-0 (min.0-2-15) Max Horz 2=169(LC 6) Max Uplift11=-153(LC 10),2=-215(LC 9) Max Grav 11=1652(LC 33),2=1869(LO 34) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2062/193,3-4=-1912/209,4-17=-3488/307,17-18--3488/307,5-18=-3488/307, 5-19=-2523/143,19-20=-2295/144,6-20=-2161/162,6-21=•1902/190,7-21=-1902/190, 7-22=-20461147,22-23=-2143/143,23-24=-2276/129,24-25--2276/129,8-25=-2506/123, 8-26=-3408/231,26-27=-3408/231,9-27=-3407/231 BOT CHORD 2-29=-202/1393,29-30=-202/1393,16-30=-202/1393,16-31=-339/3576,15-31=-339/3576, 15-32=-64/1887,14-32=-64/1887,13-14=-64/1887,i3-33=-267/3498,12-33=-267/3498, 12-34=-181/1970,34-35=-181/1970,11-35=-181/1970 WEBS 4-16=-148/2435,5-16=-11991135,5-15=-1764/283,6-15=-23/803,7-13=-19/771, 8-13=-1697/215,8-12=-1228/124,9-12=-99/2028,9-11--2366/197 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat,11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)11=1 5, 2=215, ®F NEW 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI Yp 8)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel point) PHER G 'p Top Chord and Bottom Chord,nonconcurrent with any other live loads. co 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord Z 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 Ib down and 46 u 1 and 33 Ib down and 38 Ib up at 2-5-4,and 33 Ib down and 38 Ib up at 24-3-4 on bottom chord. The design/selection o h connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �C@1 �6rL� ($� ndard 56308 AROFESSIO�P� Job Truss Puss Ty-pe a Harvest Pointe Recreation Bit 170922198 T06 --[Roof Special Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:08:41 2017 Page 2 .ID:cgGKpPnC6LOWOwLp1 CQQmoybhix-Q?mWF8HnnBleuVURRTMtzL2sE4zMvwWclKh2lpyUp1 K LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-76,4-5=-76,5-6=-76,6-7=-76,7-8=-76,8-10=-76,2-11=-20 Concentrated Loads(lb) Vert:29=-27(F)30=2(F)35=2(F) pF NEw GOPHER G, QQ U : 56368 2 A�tOFESSIOX4 o toss Tss ype yam__ y Harvest Pointe Recreation Bldg 170922196 T07 k-Open Order 1 1 Job Reference(optional) Universal Forest Products,5631 S-NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:08:44 2017 Page1 ID:ogGKpPnC6LQW0wLp1CQQmoybhix-raSet9Kf36gDlyDv7bwabzgRxl6_6Ur2 HvjL8yUp1H 1-10-92-8-1 1-10-9 2.8-1 Scale=1:14.2 3 2x4 I I 5.73 12 6 3x4 2 T1 W3 Lf W W2 1H B1 7 4 5 3x4= 2x4 11 2-8-1 2-8-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.68 Vert(LL)' -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0,01' 4-5 >999 ' 360 BCLLTCDL 15.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0,00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 " * 360 Weight:16 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 4=49/Mechanical,5=335/0-7-14 (min.0-1-8) Max Horz 5=92(LC 8) Max Uplift4=-46(1_0 17),5=-66(LC 11) Max Grav4=234(LC 30),5=413(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-389/196 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.,II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;0-0 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat"roof snow);Category II;Exp B;Partially Exp,;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard (�oF NEw g��\S�O�HER G Q'Ps U S6308 �� ARoPESSIoNP�' Job cuss Ttuss Type City Ply Harvest Pointe Recreation Bldg 170922198 TOS Jack-Closed 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 10 14:08:46 2017 Pagc�e 1 ID:cgGKpPnC6LQW0wLp1 CQQmoyhix-nyaPlrLwbixx?GNIEOy2gOlrR5rwaNGLRbOPQIyUpiF r 1-6.12 1.9.8 1-6.12 1-9-8 2x4 11 Scale=1:14.6 3 7 8.00 12 6 3x6 2 Ti W3 W1 W2 Z -H 1 B1 ��Zz X 8 4 5 2x4 I 3x4= 1-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.42 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BOLL 10,0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 5 "" 360 Weight:12 Ib FT-4°/G BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 5=276/0-3-0 (min.0-1-8),4=-2/Mechanical Max Horz 5=59(LC 1 i) Max Uplift5_27(LC 11),4-82(LC 17) Max Grav5-366(LC 17),4=208(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-5=-351/110 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=.103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard ��OF NEW _,,O4HER 66306 AROFEsSto�Pv �TrussjCuss ype ty y Harvest Pointe Recreation Bldg T08A ack-Closed 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 1014:08:49 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-BXFXwt0oueJWsk5sv9Wll1 NMhJsdnk?n7ZdT1 LyUpi C -1-6-121-9-8 1-6-12 1-9-8 2x4 11 Scale=1:14.6 3 7 5.00 F12 6 3x6 2 T1 W3 W1 W2 1 B1 8 4 5 3x4= 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.42 Vert(LL) . -0.00 4-5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0:00 5 '**' 360 Weight:12 Ib . FT-40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x4 SP No,2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 5=276/Mechanical,4=-2/Mechanical Max Horz 5=59(LC 11) Max Uplift5_27(LC 11),4--82(LC 17) Max Grav 5=366(LC 17),4=208(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-351/110 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat,ll;Exp B;enclosed;NIWFRS (envelope)gable end zone and C-C Exterior(2)*zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.6o times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Refer to girder(s)for truss to truss connections.. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard ��OF NEVVY g \y_'&"ERG, Ods n � 2 < 66305 �RO ESSI°NP� Job Truss Truss ype Qty y Harvest Pointe Recreation Bldg 17092219B T09 MONOPITCH 3 1 Job Reference(optional) _ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:08:52 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-c6xgYuQgBZh5iBgRbH3W?naWnq_SdEgXr8egyUp19 1-6.12 5.5-0 1-6.12 5-5.0 2x4 11 3 Scale=1:27.7 8.00 12 7 6 Lr1 3x6 i 2 1 8 5 4 2x4 11 3x6= 5-5-0 5-5-0 LOADING(psfl SPACING- 2-0-0 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.83 Vett(LL) -0.11 4-5 >544 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.15 4-5 >412 360 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "" 360 Weight:32 ib FT=4% BCDL 10.0 " LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=225/0-6-0 (min.0-1-8),5=398/Mechanical Max Horz 5=182(LC 8) Max Up]ift4=-66(LC 11),5-45(LC 11) Max Grav4=320(LC 27),5=404(LC 18) FORCES. (]b)-Max.Comp./Max.Ten.-All forces 250(]b)or less except when shown. TOP CHORD 3-4=-268/7512-5=-3521166 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat.roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW ,GOPHER G LL P d 5630B V� A�OFI;SStONP Job Puss �IIfT'toss Type ty y Harvest Pointe Recreation Bldg 17092219B �T10 I Roof special � � Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 NliTek Industries,Inc.Tue Oct 10 14:08:58 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-QGlxpyVRmPRER61bxYAs9wFm1 xkx0eJ6CTISrKyUp13 13.3-8 1-3-12 3.10.13 7-6.8 13.0.8 13 2 0 18-9 8 26-4-0 1-3-12 3.10.13 3.7-11 5-6.0 0- - 5-6.0 7-6-8 0-1.8 Scale=1:47.3 8.00 12 8 19 18 17 20 16 21 6x6= 6x6= 5x8-z'� 4x8= 4 7 8 8.21 12 511 41 W 23 x6�i 14 W cc 3 V Co us 6 ch 1 2 25 13 26 12 11 10 27 4x10 II 3x10 MT20HS= 9 4x4= 3x8= 5x8= 4x8= 7-6-8 13-2.018.9.8 26-4-0 7-6.8 5-7.6 5-7.8 7-6-8 Plate Offsets(X Y)-- [2:0-8-1,Edge1 [4:0-3-6,Edgel,[5:0-2-11,Edgel,[7:0-4-0,0-2-01,[9:Edge,0-2-01,[10:0-3-8,02-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.21 9-10 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.33 9-10 >953 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.74 Horz(CT)' 0',08 9 n/a n/a BCDL LL 10.0 Code IBC2015fTP12014 Matrix-S Wind(LL) 0.0610-12 >999 360 Weight:146 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0'oc purlins, except Ti:2x4 SP NoA,T2:2x4 SP No.2 or 2x4 SPF Not,T4:2x6 SP DSS end verticals,and 2-0-0 oc purlins(2-10-9 max,):''4-5,7-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at micipt 5-12,7-12 W7,W6:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 2-6-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1257/0-6-0 (min.0-2-8),2=1362/0-6-0 (min.0-3-4) Max Horz 2=214(LC 8) Max Uplift9=-130(LC 12),2=-149(LC 11) Max Grav9=1610(LC 33),2=2053(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2418/243,3-14=-2238/255,4-14=-2129/268,4-15=-2913/328,5-15=-2913/328, 5-16.-2347/264,16-17=-2121/268,17-18=-2106/268,6-18=-2055/287,6-19='1977/289, 19-20=•2106/270,20-21=-2111/269,7-21=-2342/264,7-22=-2796/333,22-23=-2799/332, 23-24=-2802/332,8-24=-2803/331,8-9--1536/223 BOT CHORD 2-25=-1 8411703,13-25--184/1703,13-26=-228/2958,12-26=-228/2958,11-12=-232/2827, 10-11=-232/2827 WEBS 4-13=-119/1667,5-13=-1021!171,5-12_1395/210,7-10 1077/208,8-10=-297/3012, ' 6-12=-158/1497.7-12=-1241/214 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1,60 plate'grip DOL-11.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1;Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated, 7)2=149. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-lb)� F NEW), 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard A JC &VIER G 9)This truss has been designed for a•moving concentrated load of 200.01b live located at all mid panels and ata 11 panel poi s ter Top Chord and Bottom Chord,nonconcurrent with any other live loads. V 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . LOAD CASE(S) Standard n . 5630E pRO SS101t, Job russTruss ype ty Ply Harvest Pointe Recreation Bldg 170922198 Tit Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:09:04 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-FQfC3?ZCMFC091111oHGPBVntMdol??aPlm2_ylJpOz H."1 5.8-12 9-5-0 13-2-0 16-11-0 24-5-12 32-4-0 1-3.12 5-8-12 3-8-4 3-9-0 3-9.0 7.6-12 7-10-4 Scale=1:58.1 46 II 8.00 12 6 21 5x6= 6x8= 2 � 7 8x8= 4x4 11 4 3x6= 9 8,21 12 E0 CZ 16 17 18 9 24 25 Lf 4x4 O 26 4x4 //T3 W / 4 1 2 82 6 �12 4x8 II 27 15 28 14 13 29 12 11 30 10 44= 3x10 MT20HS= 3x10 MT20HS=3x4= 3x10 MT20HS= 6x8= 5-8-12 13-2-0 22-7-4 32-4.0 5-8-12 7-5.4 9-5-4 9-8-12 Plate Offsets(X,Y)-- [2:0-5-10,Edge1,[5:0-2-12,Edge],[7:0-2-11 Edge] [9:Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) Vdefl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.39 10-11 >990 480 MT20 197/144 BCDL 155,0 (Ground Snow=3 . Lumber DOL 1.15 BC 0,77 Vert CT -0.61 10-11 >637 360 MT20HS 187/143 0 Rep Stress Incr YES WB 0,92 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.1011-13 >999 360 Weight:202 Ib FT-40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except T1,T4:2x6 SP No.2 end verticals,and 2-0-0 oc purlins:4-5,7-9. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP No.1 WEBS 1 Row at midpt 7-13 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 8-10 W4:2x4 SP No.2 or 2x4 SPF No.2,W7:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 3-6-14 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 10=1547/Mechanical,2=1639/0-6-0 (min.0-3-9) Installation guide. Max Horz 2=230(LC 8) Max Upliftl0=-1 93(LC 12),2=-153(LC 11) Max Grav 10=2390(LC 34),2=2271(LC 35) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2865/294,3-16--25331302,4-16=-2452/318,4-17=-2055/311,17-18=-2054/311, 18-19=-2054/311,5-19=-2053/311,5-20=-2679/385,6-20—2568/398,6-21=-2519/398, 21-22=-2549/385,7-22=-2664/385,7-23=-3369/402,23-24=-3376/401,24-25=-3379/401, 8-25=-3392/400,9-10=-481/90 BOT CHORD 2-27=-167/2020,15-27=-167/2020,15-28.271/2782,14-28 271/2782,13-14--271/2782, 13-29 349/3565,12-29=-349/3565,11-12=-349/3565,11-30.305!3224,10-30=-305/3224 WEBS 4-15--54/1159,5-15=-1251/168,5-13=-1068/223,6-13=-336/2713,7-13=-2260/343, 7-11=-870/124,8-11=0/901,8-10=-3661/403 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,0psf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&M W FRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Refer to girder(s)for truss to truss connections. OF��)-� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ' -SER G 2=153. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard I 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p int akin e Top Chord and Bottom Chord,nonconcurrent with any other live loads, r , 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor n Lu LOAD CASE(S) Standard 66306 ARO SS01 Job Cuss Cuss Type ty y Harvest Pointe Recreation Bldg 7 170922196 T1 1A Half Hip I1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:09:08 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhlx-8Bv1vNclQUipee2wXeLCZ1 f UFz8Wk8HaVOLBIyUpOv 32-7.0 ri-3.12 7.8-2 139-15 19-11-13 26.1-10 , 31-10-0_ 3a-3r$ 1-3.12 7-8-2 8-1-14 8.1-14 6-1-14 5-&6 0=58 0-3-8 Scale=1:58.2 46= 5x6= 3x4= 3x6= 3x4= 24 II 6x12= 4 UZ 1 T2 N1 5 r5Z 6 7 20 541 5jj 8 21 9 8.21 12 17 4x4 1 3 w W4 4x4�i m cO d 1 12 us 131 r/1 22 15 14 23 13 12 24 11 25 10 4x8 1 4x12 MT20HS= 3x4= 3x10 MT20HS= 4x4= 6x10= 3x4 11 7.8-2 16-10-14 26-1-10 31-10-0 3g-710 7-8-2 9-2-12 9-2-12 5-8-6 -9- Plate Offsets(X,Y)-- [2:0-5-10,Edoe1,[9:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.3413-15 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.5311-13 >739 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.77 Horz(CT) .0.10 17 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0,07 13 >999 360 Weight:204 Ib FT-41% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2;2x4 SP SS,T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-9. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-15,7-11 W5:2x4 SP No.2 or 2x4 SPF No.2,W6:2x6 SP DSS MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 4-9-0 Installation guide. REACTIONS. (Ib/size) 2=1651/0-6-0 (min.0-3-5),17.152210-3-0 (min.0-1-8) Max Horz 2=232(LC 11) Max Upllft2=-118(LC 8),17=-228(LC 8) Max Grav2=2130(LC 26),17-2654(LC 26) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3158/273,3-4=-3054/303,4-18=-2474/319,5-18=-2474/319,5-6=-3634/368, 6-19=-3634/368,7-19=-3634/368,7-20=-2458/241,8-20--2458/241,8-21=-2458/241, 9-21=-2458/241 BOT CHORD 2-22=-319/2442,15-22=-319/2442,14-15=-413/3604,14-23--413/3604,13-23=-413/3604,, 12-13=-384/3562,12-24=-384/3562,11-24=-384/3562 WEBS 4-15=-44/1266,5-15=-1576/221,7-13-0/347,7-11=-1521/198,8-11=-1014/180, 9-11=-306/3142 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , 2)TC LL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct.1.1,Lu=1.12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify p of bearing surface. ,�� ' IN 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except I HER G •A,r 17=228. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard SSI1' t 10)This truss has been designed fora moving concentrated load of 200.Olb live located at all mid panels and at all panel p i alon Top Chord and Bottom Chord,nonconcurrent with any other live loads, r- 11) 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor'Z ¢L LOAD CASE(S) Standard 56308 V� AR�FESS)o�'P. r17092219B fuss Truss Type ty y Harvest Pointe Recreation Bldg T118 Half Hip 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:09:11 2017 Page 1 ID:cgGKpPnC6LOWOwLp1 CQQmoybhix-YmasXOfbjP4OV6n5CmvvBgH?UAAfxWIOByeo4yUpOs 1r 3.12 4.11-8 9-7-8 17-2.3 24.8-13 32-3.8 32-7-0 1-3-12 411-8 4-8-0 7-6-11 7-6-11 7-6-11 0-3-8 Scale=1:59.2 _ 4x6= 8x8 2x4 II 4x6= 3x4= 8x12= 5 20 6 7 1 8 9 8,21 12 18 1 2x4 4 17 Lf cc 1 C0 Ll 5x6�i 6 5 6 3 0 0 L6 1 2 1 4x10 II 23 15 14 24 13 12 25 11 26 10 3x4= 3x4= 3x8= 3x10 MT20HS= 6x6= 4x4 II 9.7.8 17-2.3 24-8-13 32-3-8 32x7-0 9-7-8 7-6-11 7.6-11 7-6-11 0-3-8 Plate Off_sets_(X,Y)-- [2:0-8-1,Edge1,[5:0-5-6,Edge1,[9:0-3-8,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.91 . Vert(LL) -0.36 2-15 >999 480 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.55 2-15 >708 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0,72 Horz(CT) 0.18 17 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.06 13 >999 360 Weight:225 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2"Except TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP SS end verticals,and 2-0-0 Pc purlins(2-6-7 max.):5-9. BOT CHORD 2x4 SP No,1'Except" BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. B3:2x4 SP No,2 or 2x4 SPF No.2 WEBS 1 Row at midpt 6-13,8-11 WEBS 2x4 SP No,3*Except* MiTek recommends that Stabilizers and required cross bracing W7:2x6 SP No,2,W6:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.2 or 2x4 SPF No,2 Installation guide. SLIDER Left 2x8 SP No,2 3-1-11 REACTIONS. (Ib/size) 2=1663/0-6-0 (min.0-3-6),17=1521/0-3-0 (min.0-1-8) Max Horz 2=234(LC 8) Max Uplift2=-108(LC 11),17--230(LC 8) Max Grav2=2145(LC 27),17=2596(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2747/308,3-4=-2671/341,4-18--2646/320,5-18=-2553/336,5-19=-3002/380, 19-20=-3003/379,6-20=-3011/379,6-7=-3001/377,7-21=-3001/377,8-21=-3001/377, 8-22=-2295/284,9-22=-2295/284,10-16=0/268,9-16=0/268 BOT CHORD 2-23=-308/2056,15-23=-308/2056,14-15=-263/2201,14-24=-263/2201,13-24=-263/2201, 12-13--257/2295,12-25=-257/2295,11-25.-257/2295 WEBS 4-15=-395/277,5-15=-13/567,5-13=-196/1105,6-13=-12781226,8-13=-128/968, 8-11=_1 907/300,9-11=295/2953 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.]I;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20,0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should veri NES Yo of bearing surface, �P HER G ,per 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except =�6 17=230. Q 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard NS' I 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p,int alon " Top Chord and Bottom Chord,nonconcurrent with any other live loads, n W 11)Graphical purlin representation does not depict the size or the orientation of the purliri along the top and/or bottom chor� LOAD CASE(S) Standard 56306 A�OFESSIOX4 Job russ Truss ype CIt, Ply Harvest Pointe Recreation Bid, �1III 170922196 T110 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 6.030 s Apr 6 2017 MTek Industries,Inc.Tue Oct 1014:09:16 2017 Page 1 ID:cgGKpPnC6LQWOwLpi COQmoybhix-vk01b6ikXxihbtg3?JV4uLsZBt9onNmLGfPTHyUpOn 1.3.1 5-11-3 11-6-14 18-5-12 25-4-10 32-3-8 32-7.0 1-3-1 5-ti-3 5.7-11 6-10-14 6-10-14 6-10-14 04-8 Scale=1:62,8 4x6= 5x6= 2x4 II 3x4= 3x4= 6x12= 5 21 6 22 7 8 23 9 8.21 12 19 2x4 E11 4 W3 cc 18 17 co 5x6,5, 2 5 6 co 5x6 i 3 0 d 1 `h 1 2 4x10 11 24 15 14 25 13 12 26 11 27 10 3x4= 3x10 MT20HS= 3x8— 3x6— 6x6— 44 11 8-7-14 18-5-12 25-4-10 32-3-8 3?r7.0 8.7-14 9-9-14 6-10-14 6.10-14 0.3-8. Plate Offsets(X,Y)-- [2:0-8-1,Edge],[5:0-3-0,0-2-3),f9:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.89 Vert(LL) -0.41 13-15 >956 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.6213-15 >630 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.25 17 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL)' 0,06 13 >999 360 Weight:223 Ib FT-40/6 BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except BOT CHORD 2x4 SP No.1 *Except* end verticals,and 2-0-0 oc purlins(2-2-0 max.):5-9. B3:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3*Except* 2-2-0 cc bracing:13-15. W6;2x4 SP No.2 or 2x4 SPF No.2,W7:2x6 SP No.2 WEBS 1 Row at midpt 5-13,6-13,8-11 OTHERS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 3-8-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1663/0-6-0 (min.0-3-9),17=1521/0-3-0 (min,0-1-12) Max Horz 2=265(LC 8) Max Uplift2=-117(LC 11),17=-227(LC 8) Max Grav2-2289(LC 27),17=2526(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2825/277,3-18=-2531/286,4-18=-2429/304,4-19--2396/335,5-19=-2292/354, 5-20--2361/322,20-21=-2361/321,6-21=-2366/321,6-22=-2360/320,7-22=-2360/320, 7-8=-2360/320,8-23--1729/234,9-23=-1729/234,10-16=0/266,9-16-0/266 BOT CHORD 2-24=-293/1990,15-24=-293(1990,14-15=-259/1918,14-25--259/1918,13-25=-259/1918, 12-13=-213/1729,12-26.-213/1729,11-26=-213/1729 WEBS 4-15=-5771238,5-15=-90/845,5-13=-1 76/705,6-13=-1150/203,8-13--137/1002, 8_11-1891/300,9-11--284/2550 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TODL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MW FPS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for , members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60' 2)TCLL:ASCE 7-10;Pg-30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially,Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs` non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify eNEW of bearing surface. ( y0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except ,HER G 17-227. �5 r 9)This truss is designed in accordance with the 2015 International Building Code section 2306,1 and referenced standard 61 I 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p'int An e Top Chord and Bottom Chord,nonconcurrent with any other live loads. W 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard ZN S60s`$30 , = ARoFESS1 Job Muss fuss Type >y y Harvest Pointe Recreation Bldg 1709221913 T1 1D HALF HIP 10 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 a Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:09:22 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-iulOr9nV7nTgJo7CLacU8_EtFcwcOTseiC6igxyUpOh r1-3-12 5.11-3 12-0-9 18-5-12 25-4-10 32-3-8 32-7-0 1-3-12 5-11-3 6-1-6 6-5-3 6.10.14 6-10-14 0.3.8 8.21 12 8 NZI 21,, 22 7 23 8CE 9 q 10 Scale=1:57.2 4x12 MT20HS i 5x6 = 520 2x4\\ EL 1 4 W3 18 2 5 6 5x6 a 1 &6,i 3 c d Lh 1 1 2 25 16 15 26 14 13 27 12 28 11 4x10 II _ 3x4= 3x10 MT20HS= 3x8— 3x6— 6x6— 4x4 II 8.7-14 18-5-12 25-4.10 32-3-8 3 .0 8-7.14 9.9-14 6-10-14 6-10-14 0-3.2-78 Plate Offsets(X,Y)-- [2:0-8-1,Edge],[5:0-6-0,Edge],[6:0-4-4,0-2-4],[10:0-3-8 0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.94 Vert(LL) -0.41 14-16 >956 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.6214-16 >629 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.26 18 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.06 14-16 >999 360 Weight:228 lb FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.1'Except' 2-0-0 oc purlins(3-5-15 max.):6-10. B3:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3`Except' 2-2-0 oc bracing:14-16. W6:2x4 SP No.2 or 2x4 SPF No.2,W7:2x6 SP No.2 WEBS 1 Row at midpt 6-14,7-14,9-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 3-8-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1663/0-6-0 (min.0-3-10),18=1521/0-3-0 (min.0-1-11) Max Horz 2=277(LC 8) Max Uplift2—118(LC 11),18_228(LC 8) Max Grav2=2323(LC 27),18=2507(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-28861270,3-19=-2594/296,4-19=-2367/298,4-5=-2370/330,5-20=-23011333, 6-20--2290/354,6-21=-2200/308,21-22=-21991308,7-22=-2198!308,7-23=-2199/308, 8-23=-2199/308,8-9=-2199/308,9-24.-16241225,10-24.-1624/225,11-17=0/266I 10-17=0/266 BOT CHORD 2-25=-304/2044,16-25=-304/2044,15-16=-256/1837,15-26=-256/1837;14-26=-256/1837, 13-14=-206/1624,13-27=-206/1624,12-27=-206/1624 WEBS 4-16=-6331251,6-16=-103/898,6-14=-226/621,7-14=-1076/196,9-14=-136/943, 0-12=-1875/304,10-12=-28412479 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6;Opsf;BCDL=6,opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. AFF NEW 7)Bearing atjoint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shouldver: S r Y0� of bearing surface. �C Op"ER G; s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except . _� �18- 18-228. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standardf�f$ I ly 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel pl'• alo Top Chord and Bottom Chord,nonconcurrent with any other live loads. n 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard 56305 4 R�FEssto�P Job russ runs ype qty y Harvest Pointe Recreation Bldg 170922196 T1 1.1 HALF HIP 1.1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:09:28 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Y16H6CsGidD_t iaMiduNFUv11 z0QBLX57a2ubyUp0b 5.11-3 12-0-9 18.5-12 25-4.10 32-3.8 32-7-0 5.11-3 6-1-6 6-5-3 6-10-14 6.10-14 0 8 5 7 8 Scale=1:66.6 r5Z 154�1 11-7 r5ZI '5ZI 31a M11 M11 :3 FW 4 It 5 19 2u 21 364 22 = 8.21 12 18 2x4\\ 1 3 W3 16 5x6 17 2 5 10 6 d, 5x6 O 2 0 B1 R2 B3 Q d u5 1 1 23 14 13 24 12 11 25 10 26 9 4x10 II 3x4= 3x10 MT20HS= 3x6= 3x8= 6x6= 4x4 II 8-7-14 18-5-12 25.4.10 32-3-8 32-7-0 8-7-14 9-9-14 6-10-14 6-10-14 0.3-8 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,f4:0-4-4,0-2-41,[8:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.92 Vert(LL) -0.41 12-14 >955 480 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.6212-14 >631 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.27 16 n/a n1a BOLL - 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.0612-14 >999 360 Weight:226 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.1'Except' 2-0-0 oc purlins(3-5-14 max.):4-8, B3:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except; WEBS 2x4 SP No.3"Except' 2-2-0 oc bracing:12-14. W6:2x4 SP No.2 or 2x4 SPF No.2,W7:2x6 SP No.2 WEBS 1 Row at midpt 4-12,5-12,7-10 OTHERS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 3-8-13 be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 1=156110-6-0 (min.0-3-5),16=1523/0-3-0 (min.0-1-11) Max Horz 1=274(LC 8) Max Upliftl=-89(LC 11),16=-228(LC 8) Max Grav1=2116(LC 27),16=2509(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-28451273,2-17=-2613/302,3-17=-2372/304,3-18=•23921339,4-18=-2295/360, 4-19=2202/310,19-20-2201/310,5-20--2200/310,5-21=-2201/310,6-21=-2201/31 0, 6-7=-22011310,7-22=-1625/226,8-22=-1625/226,9-15=0/266,8-15=0/266 BOT CHORD 1-23=-312/2070,14-23=-31212070,13-14--25611839,13-24=-256/1839,12-24=-25611839, 11-12=-207/1625,11-25=-207/1625,10-25=-20711625 WEBS 3-14=-652/254,4-14=-106/915,4-12=-2301620,5-12--1077/195,7-12=-138/945, 7-1 0=-1 8761306,8-10=-286/2480 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate.grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of,withstanding 100 Ib uplift at joint(s)1 except Qt=Ib OF NEN,, 16-228. }'� 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard Ary t' &VIER 9)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and-at all panel poi Fs a e� Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard n 66305 v� ARO'ESS1 Job cuss ndss Type City Harvest Pointe Recreation Bldg 170922198 Tit Roof Special Girder �Py 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:09:412017 Page 1 I D:cgGKpPnC6LQWOwLp1 CQOmoybhix-gXOBgfOQecs85j4sy3RxP_XC2GSZy5_R5fDErKyUp00 •1-3.12 5.0-15 10-5-11 15-10.6 21-3-1 _- 26-4-0 27-7.12, 1-3.12 5.0-15 5-4-11 5-4-11 5-4-11 5-0-15 Scale=1:46.0 3x4= 44= 3x4= 3x4= 4x4= 3 1718 5 19 2021 7 8.21 12 16 22 4x6�i V3 7 4x6 2 8 us ,1 9 23 24 25 26 13 27 12 28 29 30 15 14 11 10 3x6 11 5x10= 3x4= 4x6= 5X10= 3x6 II 5.0-15 13-2-0 21.3-1 , 26-4-0 5-0-15 8-1-1 8-1-1 5-0-15 Plate Offsets(X,Y)-- f2:0-2-14,0-2-0],[8:0-2-14,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.59 Veit(LL) -0.1213-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.21 13-14 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.04 10 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0913-14 >999 360 Weight:327 Ib FT-40% LUMBER- BRACING- TOP CHORD 2x4 SP.No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(5-0-4 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 15-2770/0-6-0 (min.0-2-8),10=2770/0-6-0 (min.0-2-8) Max Horz 15-156(LC 8) Max Upliftl 5=-761(LC 6),10=-761(LC 5) Max Grav 15=3192(LC 27),10=3192(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-3969/1018,3-16--3859/1035,3-17=-3278/890,17-18=-32771890,4-18=-3276/890, 4-5=-5216/1275,5-19=-521611275,6-19--5216/1275,6-20=-3275/8901 20-21--3275/889, 7-21=-3276/889,7-22=-3857/1034,8-22=-3968/1017,2-15=-3192/802,8-1 0—3192/801 BOT CHORD 15-23-1481286,14-23=-148/286,14-24=-1219/4888,24-25=-1219/4888,25-26=-1219/4888, 13-26=-1219/4888,13-27=-1195/4887,12-27=-1195/4887,12-28=-1195/4887, 28-29=-1195/4887,11-29=-1195/4887 WEBS 3-14=-517/1750,4-14=-2166/491,4-13=-199/787,6-13=-199/788,6-11=-2168/491, 7-11--517/1749,2-14=-85613248,8-11=-858/3247 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60 4)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 15.8 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1 ` -� ��W y0 10=761. Op"ER G �6 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard A{ left t- 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p nts IIII Top Chord and Bottom Chord,nonooncurrent with any other live loads. R V 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor i- tn Continued on page 2 6630B kid A�OFESS10F1P\. Job russ runs ype Qty Ply Harvest Pointe Recreation Bk1g 170922196 T12 Roof Special Girder 1 2 Job Reference(optional) Universal Forest Products,5631-S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:09:41 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-gXOBgfOQecs85j4sy3RxP_XC2GSZy5_R5fDErKyUp00 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)627 Ib down and 368 Ib up at 5-0-15,236 Ib down and 99 Ib up at 7-2-0, 236 Ib down and 99 Ib up at 9-2-0,236 Ib down and 99 Ib up at 11-2-0,236 Ib down and 99 Ib up at 13-2-0,236 Ib down and 99 Ib up at 15-2-0,236 Ib down and 99 Ib up at 17-2-0,and 236 Ib down and 99 Ib up at 19-2-0,and 627 lb down and 368 Ib up at 21-2-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1-2=-76,2-3=-76,3-7=-76,7-8=-76,8-9=-76,10-15=-20 Concentrated Loads(lb) Vert:14.-627(F)13=-223(F)11=-627(F)24=-223(F)25--223(F)26--223(F)27--223(F)28--223(F)29=-223(F) _'Op ER 0 W W r1l 56308 tv= ARo SS01 o Cuss Iuss ype Qly Ply Harvest Pointe Recreation Bldg 17092219B T13 Diagonal Hip Girder 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:09:45 2017 Page 1 ID:ccjGKPPnC6LQWOwLpl CQQmoybhix-YJeigO3wirMZaKNBvWtZghsXuybul v10HBR_6yUp0K 1-10-9 3-6-15 7-1-14 1-10.9 3.6-15 3-6-15 2x4 11 Scale=1:30.1 4 5.73 F12 10 3x4 i 9 3 CC 8 NE 3x4 2 4 1 1 1 11 12 6 13 14 5 7 2x4 II 3x4= 4x4= 3.6-15 7-1-14 3-6-15 3.6-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (]cc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.68 Vert(LL) -0.01 6-7 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.01 5-6 >999 360 TCDL 155.0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.01 6-7 >999 360 Weight:51 Ib FT-40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 7=493/0-7-14 (min.0-1-8),5=390/Mechanical Installation guide. Max Horz 7=196(LC 6) Max Uplift7=-367(LC 9),5.240(LC 9) Max Grav7=597(LC 53),5=465(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-536/245,2-8=-457/217,3-8=-371/233 BOT CHORD 6-13=-262/348,13-14=-262/348,5-14=-262/348 WEBS 2-6--154/417,3-6=-259/238,3-5=-437/331 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat,11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=1b)7=367, 5=240. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 lb down and 153 Ib up at 1-6-8, 56 Ib down and 155 Ib up at 1-7-14,and 111 m down and 99 Ib up at 4-4-15,and 110 Ib down and 102 Ib up at 4-5-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard R O� ��YO 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 '�� QpHER Uniform Loads(plf) Vert:1.2=-76,2-4=-76,5-7=-20 Q Concentrated Loads(lb) G Vert:11=96(F=49,B=47)13=-165(F=-85,B=-80) r , 66306 AROFesS1 Job suss FJ-k-52-dP0 y y Harvest Pointe Recreation Bldg170922196 T14 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:09:48 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-zuJrl25p?mk8Ro6Ct23aBTJSp5yF5QhTiFQ5bRyUpOH i-3.12 3-1-9 1-3-12 3-1-9 2x4 11 Scale 1:21.1 3 8.00 12 7 6 3x6 i 1 W3 2 1 W1 2 Li 8 4 5 3x4= 2x4 11 3-1-9 3-1-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.36 Vert(LL) -0.02 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC . 0,37 Vert(CT) -0.03 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a. n/a BOLL 10.0 Code IB02015ITP12014 Matrix-P Wind(LL) 0.00 5 ""' 360 Weight:20 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=276/0-6-0 (min.0-1-8),4=108/Mechanical Max Horz 5=137(LC 8) Max Uplift5=-30(LC 11),4=-70(LC 8) Max Grav5=326(LC 25),4=260(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-298/112 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)5,4. 7)This truss is designed in accordance with the 2015 International Building Code,section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated Ioad'of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard �pF NEWy ��P�'(OCHER G o'Qe n _ 5630$ AROFESSIO�P� �ob Truss Truss Type Qty Ply Harvest Pointe Recreation Bldg 7092219B T1 4A (Jack-Closed �2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:09:51 2017 Pa e 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-NT?zx48hlh7ilFmYAdHp5xzHlzAlnQvODe101yUpOE 1-3-12 3-0.9 1-3-12 3-0.9 2x4 11 Scale=1:21,2 3 8.21 12 7 6 3x6-z' 1 - W3 2 W1 1 2 8 4 5 3x4= 2x4 11 3-0-9 3.0-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1,15 TO 0.35 Vett(LL) -0.02 4-5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 " * 360 Weight:20 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=273/0-6-0 (min.0-1-8),4=103/Mechanical Max Horz 5=138(LC 8) Max Uplift5=-28(LC 11),4=-74(LC 8) Max Grav5=324(LC 29),4-257(LC 27) FORCES. (lb)-Max,Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-297/109 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0ps1f;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 15.8 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW �OpHER G c ` S630g �i� AR�PESSIO\" Job toss Truss ty y Harvest Pointe Recreation Bldg 17092219B PiJack-Closed 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:09:54 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-n2h6Z5AZacVl9iaMDIA RkZV8W37V84M4AtQp4yUpOB -1-3-12 1-0-15 1-3-12 1-0-15 2x4 11 Scale=1:14.4 3 8.00 12 3x6.- 6 2 Ti W3 1 W1 W2 B1 4 5 7 3x4= 2x4 I I 1-0.15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 _ Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) -0.00 5 >999 360 Weight:11 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=252/0-6-0 (min.0-1-8),4=-65/Mechanical Max Horz 5=109(LC 10) Max Uplift5-52(LC 11),4=-145(LC 17) Max Grav5=363(LC 17),4=179(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-355/175 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS. (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0'psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b)4=145. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEW P�S(OTHER G O� U 1 r � n 66306 v� A�OFESSIOVI Job russ Truss Type Qty Ply Harvest Pointe Recreation Bicig 170922196 T1 5A Jack-Closed 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:09:56 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-kQos_nCg6D1?01 jlLjDSW9freJIZz2ZeXUMWtzyUp09 -1.3-12 1.3.12 Scale=1:14.7 2x4 II 3 8.21 12 3x6 i 6 2 T1 W3 1 W1 W2 B1 4 5 7 3,4= 2x4 11 1-1-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.31 Vert(LL) -0,00 5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0,00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0,00 4 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-P Wind(LL) 0.00 5 "'" 360 Weight:11 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=250/0-6-0 (min.0-1-8),4-61/Mechanical Max Horz 5=112(LC 10) Max Uplift5=-50(LC 11),4=-1 41(LO 17) Max Grav5-360(LC 17),4.181(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-3511174 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 15.8 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads, 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b)4=141. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200,OIb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard SOF NEVVr �Q'C PNER O 66306 V� AROFESStOVI o Truss Type ty y Harvest Pointe Recreation Bich 170922196 T16 Jack-Closed 9 1 Job Reference(optional) Universal Forest Products,5831 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:09:59 2017 Page 1 ID:c9GKpPnC6LQW0wLp1 CQQmoybhix-8?U?cpEiP87aFUSJOrm98nGE3XbYAOA5ESaBUIyL p06 5-3-0 1-3-12 5-3-0 2x4 11 3 Scale=1:29.3 8.00 12 7 6 1 V. 34 2 1 1 Fj H Bi 8 4 5 3x4= 2x4 11 5-3-0 5.3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15. TO 0.81'' Vert(LL) -0.12 4-5 >509 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.15 4-5 >388 360 TCDL 15,0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-P Wind(LL). 0.00 5 **** 360 Weight:31 Ib FT=40/a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except'. BOT CHORD 2x4 SP No.2 or.2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 5=366/0-6-0 (min.0-1-8),4=222/Mechanical Max Horz 5=190(LC 8) Max Uplift5=-32(LC 11),4=-79(LC 8) Max Grav5=379(LC 22),4-318(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-325/142,3-4=-268/72 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.'11;Exp.B',enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;.Ot=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. 8)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.' LOAD CASE(S) Standard OF NEW y�\��Op?NER0 O'A Zip $6305 V� AR�FESSIONP Job Cuss Tryss Type Q Ply Harvest Pointe Recreation Bit 170922196 T17 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:10:06 2017 Page 1 ID:cgGKpPnC6LQWOwLplCQQmoybhix-RLPe4CJ5mlObbZUgwgOowG3QbL XJLg7r2n2E0yUp0? 7-0-6 19-3-11 20-10.0 26-0-8 26.4-0 5-6.0 1-6-6 12.3.6 1-6.5 ' 5-2.8 0.3.8 Scale=1:45.9 5x6= 2x4 II 5x6= 3 Dzi 18 19 4 20 21 5 8.21 12 3x4 11 17 FT 22 3x4 11 2 6 16 4 5 423 24 � co 48 48' ro 115 ff— 7 12 10 5x16= 26 11 27 5x16— 3x10= N 25 28 14 13 9 8 3x6= 3x4 I I 3x4 11 3x6= 5-6.0 20-10-0 26-4-0 5-6-0 15-4-0 5.6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-121,[3:0-3-0,0-2-31,[5:0-3-0,0-2-31,[6:0-0-0,0-0-01,[7:Edge,0-1.121,[10:0-4-8,0-3-41,[12:0-4-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TC' 0.79 Vett(LL) -0.2311-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15' BC 0.81 Vert(CT) -0.3911-12 >804 360 TCDL 15.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0,19 8 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.06 11 >999 360 Weight:166 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2;2x4 SP SS end verticals,and 2-0-0 oc purlins(2-10-9 max.):3-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 62:2x4 SP No.3,B3:2x4 SP No.t MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=1253/0-6-0 (min.0.2-8),8=1253/0-6-0 (min.0-2-8) Max Horz 14=165(LC 8) Max Upliftl4=-63(LC 11),8=-63(LC 12) Max Grav 14=1589(LC 29),8-1589(LC 29) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-152938/292,15-16=-2873/305,2-16=-2869/324,2-17=-2788/393,3-17=-2756/403, 3-18.-3231/379,18-19=-3231/379,4-19=-3236/379,4-20=-3236/379,20-21=-3231/379, 5-21=-3231/379,5-22=-2755/403,6-22--2786/393,6-23=-2867/324,23-24=-2872/305, 7-24=-2936/292,1-14--1590/213,7-8=-1589/213 BOT CHORD 2-12=-566/185,12-26=-236/2226,11-26=-236/2226,11-27=-I 15/2226,10-27=-115/2226, 6.10=-566/186 WEBS 3-11=-149/1202,4-11=-1143/203,5-10=-13611059,3-12=-151/1117,5-11-151/1203, 12-14=-1641278,1-12=-1 48/2296,7-10=-148/2295 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip,DOL=1,60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,8. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEI V), LOAD CASE(S) Standard �.t;P "Olp ER G O,Qf V n � ` S630B �2 ARoFESS10�P� Job Cuss toss ype y Harvest Pointe Recreation Bldg J 170922198 TI 7A Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:10:12 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-GVmvLFOsL8mkJUypH4VD9XJP4m1 Lj3H?D_ENR1 yUp?v 5-3-0 8-8-12 12-11.0 17-1-5 20-7-0 25-9-8 2q-1-0 5-3-0 3-5-12 4 2-5 42-5 3.5-11 5-2-8 013.8 3 ro 17 4 Scale=1:45.5 5x6— 8.21 12 16 2x4 11 21 3x4 II 2x4 11 2 6 4 5 4 15 2223 5x6 32 32 4xB O 1 7 2 12 10 5x12= 25 ti 26 5x16— 3x8DA = C0 d �N 14 24 13 9 27 8 3x6= 3x4 11 3x4 I I 3x6= 5.3-0 12-11-0 20-7-0 26-1-0 5-3.0 7-8.0 7.8-0 5-6.0 Plate Offsets(X,Y)-- [3:0-3-0,0-2-31,[5:0-3-0,0-2-31,[7:Edge,0-1-121,[10:0-4-4,0-3-41,[12:0-2-4,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0,98 Vert(LL) -0.2311-12 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1,15 BC , 0.79 Vert(CT) -0.3810-11 >821 360 TCDL 15.0 Rep Stress Incr YES WB 0,95 Horz(CT) 0.19 8 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) 0.0511-12 >999 360 Weight:166 Ib FT-40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3:2x4 SP No.1 2-0-0 oc purlins(3-6-3 max.):3-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 62:2x4 SP No.3,B3:2x4 SP NoJ MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 14=1241/0-3-0 (min.0-2-13),8=1241/0-6-0 (min.0-2-13) Installation guide. Max Horz 14=-200(LC 7) Max Uplift14=-78(LC 11),8=-80(LC 12) Max Grav 14.1 777(1_C 29),8-1786(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-3050/278,2-15—2816/297,2-16=-3003/393,3-16=-2821/414,3-17=-2015/302, 17-18=-2015/302,4-18=-2020/302,4-19.-2020/302,19-20=.-2015/302,5-20=-20151302,. 5-21=-2934/428,6-21=-3119/406,6-22--2919/308,22-23=-2953/291,7-23=-3180/289, 1-14=-1765/200,7-8=-1783/205 BOT CHORD 2-12=-695/208,12-25=-156!1644,11-25=-156/1644,11-26.56/1670,10-26=-56/1670, 6-10=-714/215 WEBS 3-11=-95/639,4-11=-798/137,5-10=-190/1378,5-11=-98/607,3-12=-207/1329, 12-14=-1 94/260,1-12=-133/2233,7-10=-1 37/2301 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,8. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITP1 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. of N y LOAD CASE(S) Standard �'C OTHER G o,�,, m w. � s -56305 ARoPESS►oN�' Job cuss russType Qty y Harvest Pointe Recreation Bldg 170922198 T178 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:10:17 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-cTaoOzS?Ag01 PFgn3d50sa01YnkI0MIkMFx86Fyl1p?q 10-8-2 15.1-15 20-7-0 26-1-0 10-8-2 4.5-13 5-5.1 5-6.0 5x6= Scale=1:54.1 5x6= 3 16 184 8.21 12 15 19 2x4 11 2x4 11 2 4 5 5 a 14 20 °b 4x8-5- 1. 410,� 1 6 11 9' 4x12= 22 10 23 4x12— I� g 3x4 nA r, N 13 21 12 8 24 7 3x6= 2x4 11 3x4 11 3x8— 5-3-0 , 12-11-0 20-7-0 26-1-0 r 5-3.0 7.8-0 7.8-0 5.6-0 Plate Offsets(X,Y)-- [3:0-3-0,0-2-3] [4:0-3-0,0-2-3],f9:0-4-12,0-2-0] [11:0-5-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.23 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.37 9-10 >836 360 TCDL 15.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.21 7 n/a n/a BCLL 10,0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 10-11 >999 360 Weight:171 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2;2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-2-10 max.):3-4. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3,B4:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer W2,W6:2x4 SP No.2 or 2x4 SPF No.2 Installation guide, REACTIONS. (Ib/size) 13=1241/0-2-12 (min.0-2-6),7=1241/0-6-0 (min.0-3-2) Max Horz 13=-233(LC 7) Max Upliftl3_91(LC 11),7_93(LC 12) Max Grav13=1994(LC 29),7=1999(LC 29) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-3503/269,2-14--3287/289,2-15=-3611/442,3-15--3342/460,3-16=-1749/265, 16-17=-1749/265,17-18=-i 749/265,4-18=-1749/265,4.19.-3464/472,5-19=-3735/454, 5-20=-3418/300,6-20=-36441279,1-13=-1970/191,6-7=-1983/196 BOT CHORD 2-11=-910/267,11-22=-75/1711,10-22=-75/1711,10-23=-9/1723,9-23=-9/1723, 5-9=-924/272 WEBS 3-10=-45/279,4-10.-48/256,4-9=-280/1801,3-11=-312/1724,11-13.-224/262, 1-11=-134/2633,6-9=-138/2712 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL-6.0psf;h-24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,7. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OF NEW 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, f� yo LOAD CASE(S) StandardNS�OVVIE e G n 66306 tp� AR��essto�P`' 0Truss Truss ypeT y Harvest Pointe Recreation Bkig �IIII 170922198 T18 MONOPrrCH 1 fob Reference(optional) I Universal Forest Products,5631 S.NO 62,.Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:10:20 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-12Fx0_UtTbnbGjZMlme5UDerr?g1 btBA3DAojayUp?n i-11-12 7-6-0 1-11-12 7-6-0 Scale=1:39.1 2x4 II 3 8.21 12 7 6 c5 `o Cb � 3x6 2 1 Icco S 0 5 8 4 2x4 11 44= I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.67 Vert(LL) -0,09 4-5 >923 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL . 1.15 BC 0.54 Vert(CT) -0.14 4-5 >635 360 TCDL 15.0 Rep Stress Incr YES WB' 0,13 Horz(CT) -0.00 4 n1a n/a BCLL 10,0 Code IB02015/TP12014 Matrix-P Wind(LL) -0.00 5 >999 360 Weight:55 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, W1:2x4 SP No.2 or 2x4 SPF No. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=534/0-6-0 (min.0-1-8),4=322/0-1-8 (min.0-1-8) Max Horz 5=252(LC 8) Max Uplift5=-56(LC 11),4=-95(LC 11) Max Gravy=545(LC 18),4=420(LC 21) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2971111,2-5=-472/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 15,8 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard _SOF NEW �\g'(OVHER 0 n r $6305 a�0 SStO�A� Job Cuss russ ype Qty Ply Harvest Pointe Recreation Bldg 170922196 T18GE TMONOPITCH SUPPORTED 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:10:24 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-vpVSsMXOWgHi IKs7_bi1f3pXgcHIXhFmzr8?sLyUp?j 1-11-12 , 7-6-0 i-11-12 7-6-0 3x4 11 Scale=1:36.7 6 2x4 II 16 5 8.21 12 1415 2x4 II 4 2x4 H 13 3 ST3 4x4 II 12 2 T T 1 11 17 10 18 9 19 8 20 7 3x4 11 2x4 11 2x4 11 2x4 11 3x4 11 I Plate Offsets(X,Y)-- [2:0-2-0,0-1-12] [7:Edge,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.00 1 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,17 Vert(CT) -0.04 1 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 7 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-R Weight:47 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-6-0. (lb)- Max Horz 11=255(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)7,8,9 except 11--118(LC 7),10.230(LC 8) Max Grav All reactions 250 Ib or less at joint(s)7,10 except 11=525(LC 17),8=304(LC 41),9-31 O(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-477/85 WEBS 5-8--253/64,4-9=-261/112 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 15.8 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9 except Qt-Ib) 11=118,10=230. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 11)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along t Top Chord and Bottom Chord,nonconcurrent with any other live loads, ,�OF Nt:W Y LOAD CASE(S) Standard �P OPHER G 0 0 56305 ARS SS)oNP� Job russcuss Type Uty Ply Harvest Pointe Recreation Bldg 170922196 T19 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Buriington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:10:36 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-Z7D_NShwhWoKBAnRh7xr8bJXCRDTLxOXki2eHeyUp?X 1-3-12 3-5-8 9-9 8 16-1-9 20-0-0 25-9-11 29.6.3 35.4.0 37-5-2, 40-7-0 , i-3-1'L 3.5-8 6.4-0 6-40 3-10-7 5-9-11 3-8-8 5-9-13 2-1.2 3-1-14 8.21 F112 x 34 Scale 1:76.6 30 x6— 35 46 29 36 48 7 2B 10 5x6= 2x4 11 8.00 12 5x6= 5x8= 27 W7 8 W7 1137 12 d) 4 3x6— 4x4 38 3 9 2 22 23 26 4 17 15 W1 o 2 1 2 5 6x12= 47 16 48 5x8= I9 N 4x8 II 39 21 40 41 42 4344 20 4519 46 18 5x8= 14 49 13 44= 48= 4x8— 2x4 11 3x4 I I 6x8 11 3-5-8 14-9-0 20-0.0 27-7-15 35-40 40.7-0 3-5-8 11-3-8 5-3-0 7-7-15 7-8-1 5-3-0 Plate Offsets(X,Y)-- [2:0-6-1,0-0-51,[4;0-3-0,0-2-01,[8:0-4-4,0-2-41,[90-4-4,0-2-41,[11:0-3-0,0-2-31,[15:0-5-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.84 Vert(LL) -0.2315-16 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,82 Vert(CT) -0.3515-16 >876 360 TCDL 15.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.17 13 n1a n/a BOLL 10.0 Code IBC20151TP12014 Matrix-S Wind(LL) 0.17 19-21 >999 360 Weight:261 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP SS,T3,T5:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(4-6-3 max.):4-6,8-9,11-12. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1,B2:2x6 SP No.2,B4:2x4 SP No.1,66:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 5-19,7-16,11-13,10-16 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W6:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 2-0-6 Installation guide. REACTIONS. (Ib/size) 13=110710-3-0 (min.0-2-6),2=703/0.6-0 (min.0-1-8),19=2503/0-6-0 (min.0-4-13) Max Horz 2=271(LC 10) Max Uplift13111(LO 95),2=-269(LC 11),19.530(LC 11) Max Grav 13-1534(LC 36),2=880(LC 35),19=3073(LO 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1441/526,3-4=-1404/535,4-22=-1205/469,22-23=-1205/469,23-24=-1205/469, 5-24--12051469,5-25=-242/1948,25-26=-242/1947,6-26=-24211947,6-27=-20841259, 7-27=-1794/282,7-28=-1813/213,28-29=-16191224,29-30=-1553/230,30-31=-1522/232, 31-32=-1363/246,8-32=-1294/250,8-33=-1354/261,9-33=-1354/261,9-34=-1363/250, 34-35--15231232,35-36=-1554/230,10-36--1813/213,10-37=-2710/295,11-37=-2867/288, 12-13--253/50 BOT CHORD 2-39=-50211189,21-39=-502/1189,21-40=-769/983,40-41--769/983,41-42=-769/983, 42-43=-769/983,43-44=-769/983,20-44=-769/983,20-45-769/983,19-45-7691983, 7-17=-4661176,17-47=-224/1789,16-47=-225/1785,16-48--204/2445,15-48=-204/2445, 10-15=0/519 WEBS 4-21—253/415,5-21-18411283,5-19=-2778/579,6-19=-1941/328,17-19=-934/168, 6-17=-198/2512,7-16=-5861242,8-16=-40/486,9-16=-32/485,13-15=-161/1867, 11-15=-42/709,11-13=-27601259,10-16=-12711219 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0®F NEW 3)Unbalanced snow loads have been considered for this design. yo 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhan ��' p"ER non-concurrent with other live loads. �'` 5)Provide adequate drainage to prevent water ponding. Q 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep, 2.269,19-530. r- 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard P [u 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi Top Chord and Bottom Chord,nonconcurrent with any other live loads, Continued on page 2 66305 AROFESSIO�P� Job --T 1Truss ype ty y Harvest Pointe Recreation Bldg 170922196 T19 (Piggyback Base I1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mn-ek Industries,Inc.Tue Oct 1014:10:36 2017 Page� � ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Z7D_NShwhWoKBAnRh7xr8bJXCRDTLxOXkj2eHeyUp.X NOTES- 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 Ib down and 65 Ib up at 3-5-8,72 Ib down and 68 Ib up at 3-11-4,72 Ib down and 68 lb up at 5-11-4,72 lb down and 68 Ib up at 7-11-4,72 Ib down and 68 Ib up at 9-11-4,and 72 Ib down and 68 Ib up at 11-11-4,and 110 Ib down and 75 Ib up at 13-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B), LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1.4=-76,4-6=-76,6-8=-76,8-9=-76,9-11=-76,11-12=-76,2-18--20,15-17--20,13-14=-20 Concentrated Loads(lb) Vert:20=-35(B)21=-74(B)40=-35(B)41=-35(B)42=-35(B)44=-35(B)45=-75(B) pF NEwt- C'CQ' �&VAER V 56308 ARO SS01 Job toss ]Truss Type ��THabrvestRecreation Pointe Recrean Bldg 17092219B T19A Piggyback BaseReference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:10:45 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-orGOGXoZaHw2mYz9iWby?UA56311y_ospcjc5dyUp?O 1-3-12 6-1-8 12.1-3 18-0-15 0.0.0 25.9.11 29-6-3 35-5-11 40-7-0 j-3 1 6-1-8 5-11-11 5.11-11 121--l-11 15.9-11 { 3.8.8—f 5-11-8 8.21 12 28 31 9 33 Scale=1:7 i.5 27 x6— x6 34 4x6 i 35 6x6 4x8= 5x6= 6x6= 26 8 10 11 6.00 12 25 7 q 43AC W7 = W9 36 3 cc 5x6 G 5x6 3 22 241111 1% 10 2 '0 Lo 21 2 16 14 W11 o 1 2 5 5x8= 41 15 42 5x8511. = IN 5x8= 3x1011 20 39 19 18 40 17 13 43 12 3x4= 3x6= 3x8= 2x4 11 3x4 11 3x4= 6-1-8 149-0 18-0-15 ,20-0-0, 25-9-11 27-7-1529.6-3, 35-4-0 , 40-7-0 6-1.8 8-7-8 3-3-15 1.11.1 5.9.11 1-10.4 1-10-4 5-9-13 5. .0 Plate Offsets_(X Y)-- [2:0-8-1,Edge],[6:0-2-10,Edge],[8:0-4-4,0-2-411[9:0-4-0,0-2-01,[10;0-3-0;0-2-14] [14:0-6-0,0-2-12],[16:0-6-4,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO, 0,83 Vert(LL) -0.2918-20 >623 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1,15 BC 0.81 Vert(CT) -0.3918-20 >458 360 TCDL 15.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.12 12 n/a n/a BOLL 10.0 " Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 14-15 >999 360 Weight:260 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD " Structural wood sheathing directly applied or 3-0-7 cc purlins, except T2:2x4 SP SS,T4:2x4 SP No.2 or 2x4 SPF No.2,T5:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(3-0-7 max.):4-6,8-9,10-11. BOT CHORD 2x4 SP No.1"Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 133,135:2x4 SP No.3,B6,B2:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 11-12,6-18,7-15,10-15 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2"3-5-3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1060/0-3-0 (min.0-2-1),2=540/0-6-0 (min.0-1-8);18-2390/0-6-0 (min,0-4-14) Max Horz 2=287(LC 8) Max Upliftl2=-105(LC 12),2 106(LC 11),18=-248(LC 11) Max Grav 12=1332(LC 35),2=795(LC 36),18=3095(LO 35) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-21=-727/100,3-21=-557/113,3-4=-509/127,4-22.-454/150,22-23_455/150, 5-23=-456/149,5-24=-101/1464,6-24=-101/1465,6-25=-1234/190,7-25=-11071196, 7-26=-1632/193,26-27=-1372/210,27-28=-1341/212,28-29=-12281221,29-30=-1 182/226, 8-30=-1113/230,8-31=-1178/241,31-32--1179/241,9-32=-1 180/241,9-33--1171/225; 33-34=-1354/205,34-35=-1361/205,10-35=-162i/i96,10-36=-1970/253;36-37--1970/252, 11-37=-1972/252,11-12=-1285/169 BOT CHORD 2-38=-174/447,20-38=-174/447,20-39=-80712,19-39=-807/2,18-19--807/2,7-16=-846/95, 16-41=-155/1112,15-41=-155/1112,15-42=-191/2031,14-42=7190/2031,10-14=-987/196 WEBS 4-20=-413/124,5-20=-61/1224,5-18=-1903/274,6-18.-2319/277,11-14=-20.1/2248, 6-16=-55/1376,16-18=-406/77,8-15=-18/375,9-15=-14/340,7-15=-45/530, 10-15=-975/175 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. OF��YO 6)Provide mechanical connection(by others)of truss.to bearing plate capable of,withstanding"100 Ib uplift at joint(s)except '= P ERG 'A,r 2=106,18=248. �5 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard SI1 8)This truss has been designed for a moving concentrated load"of 200.01b live located at all mid panels and at all panel po is Idr'ig Top Chord and Bottom Chord,nonconcurrent with any other live loads. E: r of 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, LOAD CASE(S) Standard `y 66308 AROFESS104 Ilf7o�— Iuss SII(_.cuss 1�ypeQty ry Ply Haest Pointe Recreation Bldg 17os221sB Tisa I r59Yback Basa 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:10:53 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-ZOIPyGuahkxwknaiABkgKAWSilUgbx1 esf 1 N9yUp?G 1-3-1 6.7 0 13-3.10 20.0.5 25 9.1133.6-5 35-4-0 40-7-0 -3-1 6.7-0 6-8-10 8-8-10 5-9.6 3.8.8 4-0-2 1-9-11 Scale-1:73.3 5x6= 8.21 F12 28 2@ 30 9 31 6x6= �5 32 33 2 4x4 11 6x6 i0 11 12 co 8.00 12 5 26 34 35 8 / ' 24 25 4� W3 5x6 9 11 3 m 5x6 32 4 W 1 W12 22 17 15 IN 1 2 6 39 16 40 = IId 3x10 II 36 21 37 20 19 38 18 14 41 13 l 3x4 11 3x6= 2x4 I I 3x4= 5x12= 6x8 15-0-0 6.7-0 13.3.10 14-9.0 20-0.0 25.9-11 27-7-15 29-6-3 35-4-0 40.7.0 6.7-0 6-8.10 15.6 5-0.0 5-9.11 1-10-4 1-10-4 5-9.13 5-3-0 0-3-0 Plate Offsets(X Y)-- [2:0-8-1,Edge],[4:0-6-0,Edge],[7:0-3-0,0-2-14],[8:0-4-0,0-2-0] [9:0-4-4,0-2-41,[10:0.2-10,Edge] [15:0-3-4,0-2-121,[17:0-6-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0,79 Vert(LL) -0.2419-21 >757 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0,3515-16 >875 360 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.09 13 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0,03 15-16 >999 360 Weight:277 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* T(WGHORD Structuraf*oed sheathing direbtl�f lied or 3-8-2 oc purlins, except T1,T2:2x4 SP SS,T3:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(3-2-6 max.):4-21,5-7,8-9,10-12. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3,B5:2x4 SP No.3,B4:2x4 SP No.1 WEBS 1 Row at midpt 12-13,4-19,6-19 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 4-0-3 3x8__ be installed during truss erection,ingcflrdance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13-1031/0-2-8 (min.0-2-5),2=508/0-6-0 (min,0-1-8),19=2451/0-6-0 (min.0-5-6) Max Horz 2=307(LC 8) Max Uplift13=-109(1_0 12),2=-102(LC 11),19=-255(LC 11) Max Grav13=1471(LO 36),2=827(LC 37),19=3431(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-22--671/88,3-22=-482/91,3-4=-443/125,4-21=0/363,4-5=-415/76,6-24=-561/157, 24-25=-561/157,7-25=-561/157,7-26-14371183,26-27=-1181/199,27-28=-1172/200, 28-29—9951215,8-29=-9631219,8-30=-9981233,9-30=-996/234,9-31=-1018/228, 31-32=-1077/217,32-33—1125/214,10-33--1302/214,10-34--1314/206,11-34=-1318/206, 11-35-1316/211,12-35=-1316/211,12-13=-1425/168 BOT CHORD 2-36=-173/394,21-36--1731394,21-37=-1 66/377,20-37=-166/377,19-20=-166/377, 7-17=-1 3821239,1 7-39=-1 371686,16-39=_1381686,16-40=-171/1410,15-40--171/1410, 11-15=-757/145 WEBS 4-6=-511957,4-19=-12901125,17-19=-1 698/225,6-17=-231/2143,10-15.-699/109, 12-15=-153/1695,8-16=-8/279,9-16=-29/355,10-16=-708/158,6-19=-22481312, 7-16=0/580 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40.5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs _ non-concurrent with other live loads, pF NEW Provide adequate drainage to prevent water ponding, q� Y 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. �P OPHER G 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except _ �«�10 2=102,19=255, Z 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard t /fPI 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po Ion Top Chord and Bottom Chord,nonconcurrent with any other live loads, n Lu 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard 56306 F� ARS SS10t, Job cuss Truss Type Qty Ply Harvest Pointe Recreation Bldg 17092219B T1 9C Piggyback Base Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017?47ek Industries,Inc.Tue Oct 10 14:11:04 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-kVvaF10U57JNM-wpK?RPGVTKvkmCvZtfA3g7G 7 yUp?5 -1-3-12 6-7-0 13-3-8 , 20.0-0 21-11-1' 25-9.11 , 29.6-3 , 35-4-0 40-7-0 i-3-12 6.7-0 6-8-8 6.8-8 1-11-11 3-10.0 3.8-8 5-9-13 5� Scale=1:73.3 8.21 12 29 30 31 32 10 11 33 — 12 13 5 7 5x6= 34 35 24 2526 27 6.00 r12 4 9 5x6 82 d LrW 10 II 12 � d Ix r` 3 2 6x6= 223 1 II 18 16 W13 c 1 5 6 39 17 40 BEI IN 3622 37 21 20 38 i9 15 41 14 6x8 6-7.0 13-3-8 14-9-Q 20-0.0 21-11-11 25-9-11 27-7-1529-6-3,31-6-15, 35-40 40-7-0 6.7.0 6-8 8 1-5-8 5.3.0 1-11-11 3-10.0 1-10-4 1.10-4 2-0-12 3-9-1 0 Plate Offsets(X,Y)-- [2:0-8-1,Edge],[4:0-6-0,Edge],[8:0-2-10,Edge],[9:0-4-4,0-2-4],[10:0-4-4,0-2-4],[11:0-3-0,0-2-3],[16;0-3-8,0-2-8],[18:0-4-4,0-2-0] LOADING(psf) x TOLL 23 SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP (Ground Snow=30. Plate Grip DOL 1.15 TO 0.85 Veit(LL) -0.2316-17 >999 480 MT20 1971144 TCDL 15.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.3316-17 >922 360 BOLL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.03 17 >999 360 Weight:290 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* T(FPP ORD Structural wood sheathing dire � pplied or 4-2-0 oc purlins, except T1,T2:2x4 SP SS end verticals,and 2-0-0 oc pur ins(3-11-2 max.):4-22,5-8,9-10, BOT CHORD 2x4 SP No.3*Except* 11-13. B1,B2:2x4 SP No.2 or 2x4 SPF No.2,B4,B6:2x4 SP No.1 BOT CHORD Rigid celbg 4irectly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 13-14,4-20,6-20 SLIDER ]vjb 48 SP No,2 4-0-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 3x6= 3x6= Installation guide. REACTIONS. (Ib/size) 14=1043/0-2-83fliA.0-1-15),2=484/0-6-0 (min.0-1-8),20-240046-0 (min.0-6-0) 3X4 11 04— Max Horz 2=322(LC 8) Max Uplift14=-121(LC 12),2=-112(LO 11),20=-235(LC 11) Max Grav 14=1634(LC 36),2=898(LC 37),20=3827(LO 36) FORCES. (lb)-Max.Comp./Max,Ten..-All forces 250(lb)or less except when shown. TOP CHORD 2-23=-665/83,3-23--624/104,3-4=-435/149,4-22=0/361,4-5=-422/76,6-25=-443/204, 25-26=-443/204,7-26=-443/204,7-27=-448/199,8-27=-445/200,8-28=-1202/235, 28-29=-1160/236,29-30--1121/243,9-30=-1 121/249,9-31--1032/251,31-32=-1032/251, 10-32=-1032/251,10-33=-1128/258,11-33=-1176/251,11-34=-1152/210,12-34=-1157/209, 12-35=-1 151/209,13-35=-1151/209,13-14=-1586/180 BOT CHORD 2-36=-168/389,22-36=-168/389,22-37=-1 611361,21-37=-161/361,20-21=-161/361, 7-18=-791/147,18-39=-173/883,17-39=-173/883,17-40--169/1367,16-40=-169/1367, 12-16=-837/155 WEBS 4-6=-70/995;4-20=-982/137,18-20=-1617/173,6-18=-210/2184,13-16=A56/1699, 6-20=-2726/303,9-17=-33/348,10-17=-76/395,11-17 729/158,11-16=-543/103, 8-18=-1001/119,8-17=-50/340 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times fiat roof load of 23.1 psf on overhangs F NE non-concurrent with other live loads. �(�O Y0 5)Provide adequate drainage to prevent water ponding. �� Op6�ER G 'A,r 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14, �5 r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep ( 4 2=112,20=235. O 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standardPI W 9)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel poj lk to W Top Chord and Bottom Chord,nonconcurrent with any other live loads, G�o�ttln a lon_ rrlen2representation does not deplct the size or the orientation of the purlin along the top and/or bottom chord. 56308 =� P ��. AROFESSIONP Job suss Truss Type Ply Harvest Pointe Recreation Bldg 17092219B Ti 9C Piggyback Base 1171 Job Reference(optional) Universai Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:11:04 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-kVvaFi OU57JMY fwpK?RPGVTKAmCvZtfA3g7G1 yUp?5 LOAD CASE(S) Standard (SOF NEW' PHERG O r_ tr n F 56306 �RO�Esst°�P� Job russ Truss— ypT ay I Harvest Pointe Recreation Bit 170922198 T19D Piggyback BaseI 1 ,Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mnrek Industries,Inc.Tue Oct 1014:11:13 2017 Page 1 ID:cgGKpPnC6LOWOwLp t C00moybhix-zEyz8677_uS47s6YL05W8OLgaMrPWdG_FzV54?yUp_y 1i 3-12 6-7.0 13-3-8 , 20.0.0 23-11-1 ,25 9-111 29-6 3 29x7 9 35.4-0 , 40-7.0 1.3-1� 6-7.0 6.8 8 6.8.8 3-it-1 1-70.10 3-0 Scale=1:72.1 8.21 F12 6x6= 6x6= 2x4 II 44 11 3x8 2x4 I I96 5x6= 10 1 30 31 12 32 4x6=13 = 5 6x10= 8 23 7 24 25 26 27 Wil W7 0 6.00 12 5x8 4 3 d124m5x6 45x6 3 W2 Oi 118 16a 1 2 6 6x8= 36 17 37 6x10— Pr 3X8= 3x101133 34 21 20 35 19 1538 14 3x4 11 3x6= 3x8= 2X4 I I 3x4 I I 3x6= 29.7.9 . , 4-9-0 11-1 121j(9-11,27-7-15.29.6.3 35-.84.-70 450--37--00 11.687.00 01 1.10.4 1 1.10.4 0-1.5 Plate Offsets(X,Y)-- [2:0-8-1,Edgel,[4:0-6-8,Edgel,[9:0-3-0,0-2-31,[10:0-3-0,0.2-31,[11:0-2-10,Edgel,116:0-3-8,0-2-41,[18:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl' L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO 0.99 Vert(LL) -0.2316-17 >999 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.3416-17 >916 360 TCDL 15.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.10 14 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.03 17 >999 360 Weight:299 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and Ti:2x4 SP No.1,T2:2x4 SP SS,T5:2x6 SP No.2 2-0-0 oc purlins(2-2-0 max.):4-22,5-9,10-13. BOT CHORD 2x4 SP No,i'*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 131,136:2x4 SP No.2 or 2x4 SPF No.2,133,135:2x4 SP No.3 1 Row at midpt 12-16 WEBS 2x4 SP No,3*Except* WEBS 1 Row at midpt 13-14,4.20,9-18,11-16 W14:2x4 SP No.2 or 2x4 SPF No.2 2 Rows at 1/3 pts 6-20 SLIDER Left 2x8 SP No.2 4-1-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=1076/0-3-0 (min.0.2-14),2=541/0-6-0 (min.0-1-10),20-2372/0-6 0 (min.0-4-12) Max Horz 2=331(LC 8) Max Upliftl4=-167(LC 8),2=-124(LC 11),20_215(LO 11) Max Grav 14=1847(LC 32),2=1037(LC 33),20=4049(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 2-3=-928/140,3-4=-629/162,4-22=0/360,4-5=-416(16,6-7--468/237,7-24=-468/237, 24-25.-468/237,8-25=-468/237,8-26--473/235,26-27=-471/235,9-27--467/236, 9-28 1482/275,10-28=-1439/282,10-29=-1353/276,11-29=-1363/275,11-30=-1097/220, 30-31=-1097/220,12-31=-1103/219,12-32--1090/217,13-32=-1090/217,13-14=-1 796/212 BOT CHORD 2-33=-179/564,22-33=-179/564,22-34=-171/523,21-34--171/523,20-21=-171/523,, 8-18=-868/157,18-36=-224/1222,17-36--224/1222,17-37=-239/1474;16=37--239/1474, 12-16=-927/175 WEBS 4-6=-68/831,4-20-8111/1164,6-20-3108/275,18-20=-1382/146,6-18=-187/2321, 13-i6=-21411839,10-17--1,10/655,11-17=-427/122,9-18=-1297/96,11-16=-584/1113. NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MW FRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate,grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2,00 times flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. pF NEW ,,0,Provide adequate drainage to prevent water ponding. -(rG 1`� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excepi � 5►ER G �f 2=124,20=215. �5 r 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard1 ' 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel po ts� Ibhg Top Chord and Bottom Chord,nonooncurrent with any other live loads. . w, 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. m LOAD CASE(S) Standard A 563068 � V� ROFESS1 o tossTruss Type Qty Ply Harvest Pointe Recreation Bldg 1 17092219B T19E Piggyback Base 1 Job Reference(optional) I Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi rek Industries,Inc.Tue Oct 10 14:11:22 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-Cz?N1 BEmseaoiEIGNnld?ICMK u27iHJJtB4uyUp_p 1-3-1 6.7-0 13-3-8 20-0-0 25-9-ti 30-8.10 35-4-0 40-7-0 .3-1 6.7-0 6-8-8 6-8.8 5-9-11 4. 0.14 4.7.6 5-3-0 Scale=1:72.1 2x4 I I 3x4 11 3x6= 5x12 MT18H= 3x4= 2x4 I I 6x8= 4x6= 5T�D 6 23 7 11 24 L PA do 11 c-1 14 27 12 W3 W7 W9 W9 6.00 12 41 V 5x8 4 t0 2 5x6 cc 5x6 3 W2 17 15 W11 0 1 2 6 8x8= 31 16 --------------32 6x10= IN 3x4= 3xi011 28 21 29 20 19 30 18 1433 13 3x4 11 3x6 3x8 3x4 I I 3x4 11 3x6= 6-7-0 13-3-8 14-9-0 20-0.0 25-9-11 25-10.7_ 35-4-0 40-7-0 6-7-0 6-8-8 1-5-8 5.3-0 5.9-11 0• •12 9-5-9 5 Plate Offsets(X,Y)-- [2:0-8-1,.Edge],[4:0-6-8,Edge],[15:0-4-4,0-2-0]1[17:0-2-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.3715-16 >833 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.5915-16 >526 360 MT18H 197/144 TCDL 15.0 Rep Stress Incr YES WB 0,91 Horz(CT) 0,11 13 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 16 >999 360 Weight:293 Ib FT=4% LUMBER- BRACING- TOP CHORD 20 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.1,T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-21,5-12. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. B1,B2:2x4 SP No.2 or 2x4 SPF No.2,B3,B5:2x4 SP No.3 WEBS 1 Row at midpt 12-13,4.6,4-19,9-17,10-16,10-15 WEBS 2x4 SP No,3*Except* 2 Rows at 1/3 pts 6-19 W1 2,W4:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 3-10-3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=1121/0-2-8 (min.0-2-3),2=619/0-6-0 (min.0-1-13),19=2250/0 Max Horz 2=342(LC 8) Max Uplift13--199(LC 8),2=-123(LC 11),19=-346(LC 8) Max Grav 13-1853(LC 26),2=1140(LC 27),19=3776(LC 26) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1130/176,3-4=-819/197,4.21=0/361,4-5=-387/78,6-23=-587/264,7-23=-587/264, 7-8=-587/264,8-24=-597/265,9-24=-593/266,9-25=-1463/301,10-25=-1459/302, 10-26=-1074/220,11-26=-10741220;11-27=-1071/221,12-27=-1071/221,12-13==1809/241 BOT CHORD 2-28=-206/734,21-28=-206/734,21-29=-201/690,20-29=-201/690,19-20—201/690, 8-17=-880/173,17-31—28111454,16-31=281/1454,16-32=-283/1479,15-32=-283/1479, 11-15=-768/161 WEBS 4-6-73/576,4-19=-776/207,17-19=-1013/193,6-17=-259/2194,12-15=-244/1846, 6-19=-3019/431,9-17=-1330/99,9-16=0/337,10-15=-724/152 NOTES. 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1,60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. OF NEkV 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 1ER G 2-123,19-346. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard r`I 10)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel p Int An e Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor m LOAD CASE(S) Standard 66306 ARO�SS11 NPS Job 1t1s3 Truss Type �ty Ply Harvest Pointe Recreation Bklg 17092219B T19F PIGGYBACK BASE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 sApr 8 2017 MITek Industries,Inc.Tue Oct 10 14:11:28 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-17MelEJXSULyQ91Qi2s1 FZSPbPWIXRiBhoeO5eyUp_i 1.3-1 13-3-8 20.0 0 27-8-0 35-4-0 40-7-0 3-1 6-7.0 6-8-8 6-8-8 7.8.0 7-8-0 5-3-0 44 11 3x12 MT18H= 6x10 6= 3x8= 2x4 11 Scale=1:70.8 = 4x 58 22 7 23 EIM 8 924 11 5Z 1�1 10 4x6—11 pg 4x6—12 W3 6.00 F12 5x8 4 4 9 1 5x6 i 5x6: 3 W2 W10 17 15 1 2 6 8x8= 30 16 31 8x8B2 2 85 a— d 3x10= 3x10 11 27 21 28 20 19 29 18 14 32 13 3x411 3x6 2x411 3x411 3x6 3x8= 6 7-0 11:9 20-0-0 27-8-0 35-4-0 40-7-0 6-7.0 8-2-0 5-3-0 7-8-0 7-8.0 Plate Offsets(X,Y)-- [2:0-8-1,Edgel,[4:0-6-8,Edge],[6:0-6-0,0-2-121,[15:0-6-4,0-4-121,117:0-6-4,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.93 Vett(LL) -0.2615-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.3715-16 >836 360 MT18H 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.10 13 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 16 >999 360 Weight:286 ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.1,T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-3-11 max.):4-21,5-12. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: B3:2x4 SP No.3 1 Row at midpt 8-17,11-15 WEBS 2x4 SP No.3*Except WEBS 1 Row at midpt 12-13,4-7,4-20,10-16 W1 1,W4:2x4 SP No.2 or 2x4 SPF No.2 2 Rows at 1/3 pts 7-20 SLIDER Left 2x8 SP No.2 3-10-3 M]Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (]b/size) 13-1126/0-3-0 (min.0-2-15),2=628/0-6-0 (min.0-1-13),20=2236/0-6-0 (min.0-5-14) Max Horz 2=340(LC 8) Max Uplift13--197(LC 8),2=-126(LC 11),20=-349(LC 8) Max Grav 13=1863(LC 26),2=1143(LC 27),20=3748(LC 26) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3--1135/193,3-4=-824/215,4-21=0/361,4-5=-392/791 7-23=•648/280,8-23=-648/280, 8-24=-1616/324,9-24--1616/324,9-10=-1616/324,10-25=-1616/324,11-25=-161.61324, 11-26=-1134/231,12-26=-1134/231,12-13=-1810/245 BOT CHORD 2-27=-202/7381 21-27=-2021738,21-28=-198/694,20-28=-198/694,8-17=-1858/259, 17-30=-248/667,16-30=-249/665,16-31=-22711151,15-31--225/1153,11-15=-1413/259 WEBS 4-7--75/554,4-20=-775/213,7-20=-2973/431,17-20=-962/192,7-17=-267/2204, 8-16=-109/1282,10-16=-1154/227,11-16=-1211627,12-15=-26311923 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. F NE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1 2=126,20=349. GOPHER G 'Qa 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po'(its of + Top Chord and Bottom Chord,nonconcurrent with any other live loads. o 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor r— n LOAD CASE(S) Standard 56308 AROFESSIONP Job fuss russyp-T e Qty Ply- Harvest Pointe Recreation Bldg 17092219B T20 JACK-CLOSED 5 1 IJob Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTeh Industries,Inc.Tue Oct 10 14:11:312017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Si2nwGLPkPIXIdU?PAQksB44fo8Wk?FdNms2iyyUp_g i-3-12 2-3-0 1.3.12 2-3-0 2x4 11 Scale=1:16.4 3 7 8.00 f 12 6 3x6 i Ti W3 2 W1 W2 1 B1 8 4 5 3x4= 2x4 11 2-3.0 2-3.0 � LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.01 4-5 >999 360 TCDL 15,0 Rep Stress[nor YES WB 0,03 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) " 0.00 5 ' • 360 Weight:14 Ib FT=4% BCDL 10.0 g LUMBER. BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, W3:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 5=247/0-6-0 (min.0-1-8),4=53/Mechanical Installation guide. Max Horz 5=102(LC 8) Max Uplift5=-34(LC 11),4=-51(LC 8) Max Grav5=309(LC 25),4=233(LC 27) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-289/110 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW r C09NER G r � � C7 66305 AROFESSIOXI. Job russ Truss Type Qty [y --,-�jHaestPolnteRecreationBldg 17092219B T20A JACK-CLOSED 1 obryReference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:11:34 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-sHlvYlNI1K5594Da4lzRUgioegArxMS44k5iJHyUp d 2-3-0 2-3.0 2x4 11 Scale=1:16.4 2 8.00 12 5 T1 2x4 I I 1 W2 W1 B1 6 3 4 2x4 11 2x4 11 2.3.0 2-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO, 0.19 Vert(LL) -0.01 3-4 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1,15 BC 0.19 Vert(CT) -0.01 3-4 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(OT). -0.00 3 n/a n/a BCLL 10.0 Code IB02015/TP12014 Matrix-R Wind(LL) 0,00 3-4 >999 360 Weight:9 Ib , FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SP No:2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=94/0-6-0 (min.0-1-8),3=94/Mechanical Max Horz 4=-107(LC 9) Max Uplift4-2(LC 7),3=-55(LC 8) Max Grav4=249(LC 24),3=249(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd-103mph;TCDL-6.Opsf;BCDL=6.Opsf;h-24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS,for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load_of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonooncurrent with any other live,loads: LOAD CASE(S) Standard �e of NEW l- g,��OcHER r• C1 _ 56305 ARO�FSS10k, o suss Fk - pe ty y Harvest Polnte Recreation Bldg 170922196 T21 Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,&nlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 1014:11:37 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhut-GsP2BJQAKFTgOYx91RX86SKxi17r8iRWmiJMwcyUp a -2-2-4 3-7-0 2-2-4 3-7-0 Scale:3/4"=1' 3 2x4 4.80 12 6 3x4 i 2 T1 W3 W1 W2 1 B1 7 4 5 3x4= 2x4 11 3.7-0 3.7.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.03 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.04 4-5 >957 360 TCDL 15.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-P Wind(LL) -0,00 5 >999 360 Weight:20 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No,3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=399/0-9-0 (min.0-1-8),4=95/Mechanical Max Horz 5=73(LC 8) Max Uplift5=-88(LC 7),4=-35(LC 11) Max Grav5=469(LC 17),4=257(LC 27) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-436/199 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL-6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.2 psf or 2.00 times flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1: 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonooncurrent with any other live loads. LOAD CASE(S) Standard SOF NE�Y �09-HER G 7 Q 0 S&30a ARO�ESSIO�A Job russRuss ypeOty ly Harvest Pointe Recreation Bldg 17092219B T22Piggyback Base 2 1 �� Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:11:42 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-dpOxEl UJ906z6Jg6Y_6JpW 1 nX2i1plHFv_17bgyUp_V 1-3-12 6-7.0 13-3-14 20.0.13 26-9-11 33-6-10 40-7-0 y-3-12 6-7-0 6-8-14 6-8-14 6-8-14 6-8-14 7-0.6 1 4x4 11 3x12 MT18H= 3x4= 3x4= 3x6= 3x4= 2x4 11 4jeale=1:69.9 5 TO 6 20 ro 7 r5z 6 22 140 11 24 12 W3 5x8 W W8 6.00 12 4 5x6 G 5x6% 3 W2 1 1 2 -VQIA � 3x10 II 25 19 2618 17 27 16 28 15 14 29 13 3x4 11 3x6= 3x4= 3x6=5x8= 4X4 11 48= 6-7.0 14.9-0 23-3-3 33-6.10 40-7-0 6-7.0 8-2-0 8-6-3 10.3-7 7-0-6 Plate Offsets(X,Y)-- [2:0-8-1,Edge1,[4:0-6-8,Edge1,[6:0-6-0,0-2-121,[13:Edge,O-3.81 LOADING(psf)-'' - I SPACING- 2-0-0 CSI. DEFL in ([cc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.97 Vert(LL) -0.4614-16 >667 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.67 14-16 >461 360 MT18H 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 13 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 14-16 >999 360 Weight:279 Ib FT-40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* ' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except TV 2x4 SP No.1,T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-8-13 max.):4-19,5-12. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2;2x4 SP No.1 2-2-0 oc bracing:14-16. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-7,4-18,7-18,10-16,10-14,11-14 W9:2x4 SP No.1 2 Rows at 1/3 pts 12-13,8-18 SLIDER Left 2x8 SP No.2 3-10-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=1161/0-3-0 (min.0-3-0),2.687/0-6-0 (min.0-1-14),18=2142/0-6-0 (min,0-5-11) Max Horz2=340(LC 8) Max Upliftl3=-211(LC 8),2—127(LC 11),18=-311(LC 8) Max Grav 13=1916(LC 26),2=1195(LC 27),18=3603(LC 26) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1232/202,3-4--916/224,4.19=0/359,4-5—393/79,7-21=-38/523,8-21--38/523, 8-22=-969/286,9-22--969/286,9-10=969/286,10-23=-1118/268,11-23—1118/268, 11-24=-1118/268,12-24=-1118/268,12-13=-1861/264 BOT CHORD 2-25=-241/821,19-25=-241/821,19-26=-238/777,18-26=-238/777,17-18=-224/637, 17-27--224/637,16-27=-224/637,16-28=-254/1261,15-28=-254/1261,14-15=-254/1261 WEBS 4-7=-1 07/423,4-18=-782/214,7-18--1286/215,8-18=-2183/228,8-16=-24/1014, 10-16=-801/152,11-14=-10691212,12-14=-210/1816 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.0psf;h-24k,Cat.II;Exp B;enclosed;MW FRS (envelope)gable end zone and C-C Exterior(2)-1-3-12 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category'IH;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. n 7)Provide mechanical connection(by others)of truss to bearing plate capable,of withstanding 100 Ib,uplift'at joint(s)except(jt= 12iF N��O 2=127,18=311. Q'�OQHER G 8)This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard S t 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel pc t9 13 Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor yr-- f �' LOAD CASE(S) Standard 66300 V� AROFESSI Job ruse Truss aty y Harvest Pointe Recreation BI 170922196 T22A Pkjgyback Base Job Reference(optional) Universal Forest Products,5631S.NC62,&nlington,Nc Tue ID:cgGKpPnC6LQWOwLp1CQQmoyb ar• nOq YS214cFC414LXiUWZItW3PIU0G13GkuGlyUpeQ 6.7-0 7 0 8 13-3.14 20-0-13 26.9-11 33-6.10 40-7-0 6-7-0 0-51 8 6.3-6 6-8-14 6-8.14 6-8-14 7-0-6 Scale=1:67.5 3x4= 3x10 MT20HS= 3x4— 3x4— 3x6= 3x4—_ 2x4 II 4x6= 4 5 1 7 20 2 10 22 11 4x6 i 6.00 12 4x4 W VJ8 3 8 4x4 4x4 2 W2 1 1 R1 82 132 4x8 II 23 18 24 17 16 25 15 26 14 13 27 12 3x4 II 3x6= 3x4= 4x10= 3x4= 4x8= 3x6= 6-7-0 7r0r8 14-9-0 23.3-3 33-6-10_ _ _____ _40.7-0 6-7-0 0-5-8 7-8-8 8.6-3 10-3-7 7-0.6 Plate Offsets(X Y)-- [1:0-3-4,0-0-51,[3:0-7-15,0-1-31,[3:0-1-12,0-2-01,[12:Edge 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.95 Vert(LL) -0.4613-15 >668 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.6713-15 >463 360 MT20HS 148/108 TCDL 15,0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 12 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015(rP12014 Matrix-S Wind(LL) 0.0413-15 >999 360 Weight:281 Ib FT-40% LUMBER- BRACING- TOP CHORD 2x4 SP SS"Except* TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except T1:2x6 SP No.2,T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-9-6 max.):4-11,3-18. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.1 2-2.0 oc bracing:13-15. WEBS 2x4 SP No.3*Except* .WEBS 1 Row at midpt 3-17,6-17,9-15,9-13,10-13 W9:2x4 SP No.1 2 Rows at 1/3 pts 11-12,7-17 SLIDER Left 2x6 SP No.2 4-0-5 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=504/0-6-0 (min.0-1-8),12=1115/0-3-0 (min.0-3-0),17=2271/0-6-0 (min.0-5-12) Max Horz 1=342(LC 8) Max Upliftl=-45(LC 11),12=-188(LC 8),17=-372(LC 8) Max Grav1=864(LC 26),12-1895(LC 25),17=3641(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-847/94,2-3=-626/129,6-19=-77/527,7-19=-77/527,7-20=-931/230,8-20=-931/230, 8-9=-931/230,9-21=-11021245,10-21—11021245,10-22=-1102/245,11-22=-1102/245, 11-12=-1841/235,3-18=0/357,3-4=-359/72 BOT CHORD 1-23--168/546,18-23=-168/546,18-24=-166/515,17-24=-1661515,16-17=-172/592, 16-25=-172/592,15-25=-172/592,15-26--219/1230,14-26=-219/1230,13-14=-219/1230 WEBS 3-6=-102/466,3-17=-756/206,6-17=-1287/250,7-17=-2219/230,7-15=-17/1033, 9-15=-820/146,10-13=-1070/212,11-13=-177/1790 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 40-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except at-lb) 12=188,17=372, OF NE41 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS . Y0 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels'and at all panel point pNER G 'Q Top Chord and Bottom Chord,nonconcurrent with any other live loads. C) r 9)Graphical purlin representation does not depict the size or the.orientation of the purlin along the top and/or bottom chord A � LOAD CASEr of Standard �7 m 56306 AROFESSIO�P� Job russ cuss ype ty y Harvest Pointe Recreation Bldg 170922196 T23 PIGGYBACK BASE 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:11:53 2017 Pace 1 ID:cgGKpPnC6LQWowLp1 CQQmoybhix-oxN5XncDZAUPw?AEhopulq?gSUXqunQtRBBDUhyUp_K -1-3.12 6.4-3 12-4-15 17-7-1 23.7-13 30.0.0 31-3-12 1-3-12 6-4-3 6-0-11 5-2-2 6.0.11 6-4-3 1.3-12 8.00 12 - 5 6 Scale=1:52.8 46 — 3x8 O 17 19 3x8 4 7 44 4x4�� 3 W5 8 C6 16 20 46 11 46 11 2 9 1 10 R1 R9 I 15 21 14 22 13 12 23 11 3x8= 3x8= 3X10 MT20HS= 3x4= 3x8— 0.8-0 0,5-12 10-2.11 19.9.5 , 29.6.4 30-0 0 0 5-2 9-6-11 9-6.10 9.8.15 0.2.4 Plate Offsets(X,Y)-- (5:0-3-12,0-2-0,(6:0-4-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.92 Vert(LL) -0,3911-12 >907 480 MT20 .244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,67' Vert(CT) -0.5811-12 >610 360 MT20HS .187/143 TCDL 15.0 Rep Stress Incr YES WB 0.75' Horz(CT) 0.08 11 n/a' .n/a BOLL 10.0 Code IBC2015tTP12014 Matrix-S Wind(LL) 0.0312-14 >999 360 Weight:188 Ib- FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T2:2x4 SP SS 2-0-0 oc purlins(3-3-12 max.):5-6. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-15,6-14,8-11 W1:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1538/0-4-8 (min.0-3-15),11=1538/0-4-8 (min.0-3-15) Max Horz 15-257(LC 10) Max Upliftl5=-142(LC 11),11=-142(LC 12) Max Grav15=2508(LC 30),11=2508(LC 30) FORCES. (lb)-Max,Comp.(Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-901/139,3-16=-533/160,3-4=-2487/313,4-17=-2226/318,5-17=-2196/339, 5.18=-1652/323,6-18--16521323,6-19=-2192J338,7-19=-2222(318,7-8=-2483/313, 8-20=-534/159,9-20=-902/138,2-15=-1038/215,9-11—1037/214 BOT CHORD 15-21=-161/2223,14-21_161/2223,14-22=0/1652,13-22=0/1652,12-13=0/1652, 12-23=-85/2223,11-23=-85/2223 WEBS 3-15=-2190/158,3-14=-635(244,5-14=42(785,6-12=-691830,8-12=-6361244, 8-11=-2189/160 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCOL=6.Opsf;h=24ft;Cat.11;Exp'B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-lb)15=1 11-142. 11 OF New - 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard AN 9)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel poin ?b PHER G Top Chord and Bottom Chord,nonooncurrent with any other live loads, �5 r 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard P 0 kP m2 . 5630$ ? v� AROFESSIO�P Job Hiss cuss ype y Harvest Pointe Recreation Bldg 170922196 Truss GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTelc Industries,Inc.Tue Oct 1014:12:06 2017 Page 1 ID:cgGKPPnC6LQWOwLp1 CQQmoybhix-wRfOGEmNVA7Z_?fkyOYxnZ12ei4GRkpnFjrPRRy1Jp_7 1.3-1 12-4.15 17-7-1 30.0-0 1.3-1 12-4-15 11 5.12 13 12.4.15 1-3-1 8.00 12 9 4 1 49 T 60 51 15 Scale=1:62.7 3x4 47 4= 3x4— 52 3x4 16 46 78 17 53 6 18 CC 45 64 110 57 19 cS 44 6 6 55 d 4 5 5 20 43 56 3x411 3x4 11T, 3 T121 57 2 2 2 22 1 J J IJ 23j6— i2' 3Id72 41 40 58 395960 38 61 37 62 36 63 35 64 34 65 33 32 31 66 30 67 29 68 28 69 27 70 26 71 25 24 3x4= 0-5-12 30.0-0 0-t- 2 29-6-4 Plate Offsets(X Y)-- fl0:0-2-0 0-2-31 [14:0-2-0,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 _Plate Grip DOL 1.15 TO 0.38 Vert(LL) 0.0022-23 n/r 180 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.02 22-23 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(CT) -0.01 25 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015(rP12014 Matrix-R Weight:198 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 cc purlins(10-0-0 max.):10-14. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 12-33,11-34,13-31 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 29-0-8. (lb)- Max Horz 40=-255(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)33,35,36,37,38,30,29,28,27,25 except 39 139(LC 11),40=-103(LC 7),26=-131(LO 12) Max Grav All reactions 250 Ib or less at joint(s)except 33=357(LC 29),34=336(LC 43), 35-378(LC 30),36=339(LC 30),37=346(LC 38),38=370(LC 30),39-349(LC 38), 40=508(LC 40),31=333(LC 41),30=378(LC 30),29=340(LC 40),28=345(LC 40), 27=370(LC 30),26=337(LC 40),25=499(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-42=-115/300,3-43=-133/252,4-43=-126/325,5-44=-61/302,6-45--103/308, 6-46=-168/252,7-46=-151/253,7-8=-138/320,9-47=-205/340,9-48=-247/253, 10.48=-226/285,14-51=-226/283,15-51=-247/253,15-52=-205/332,16-17=-138/313, 18-54=-103/301,19-55=-45/302,20-56=-106/308,21-57=-99/288 WEBS 12-33-317/91111-34-280/26,9-35=-339143,8-36=-298/100,6-37=-306/87,5-38=-313/81, 4-39=-285/123,3-40--272155,13-31=-280/26,15-30=-339/41,16-29--298/101, 18-28=-306/87,19-27=-313/81,20-26=-280/120,21-25=-272/52 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 4)Unbalanced snow loads have been considered for this design. of NEW 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs (� 1'0 non-concurrent with other live loads, '�� OPHER G 'A 6)Provide adequate drainage to prevent water ponding. cb 7)All plates are 2x4 MT20 unless otherwise indicated. z 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 cc, E: 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)33,3 3 , j X29,g28,27,25 except(jt-lb)39=139,40=103,26=131. y� C Co�tinued on pageb2earing condition. Review required. S630a AROFESSIONP� Job cusstoss ype Qty y -1 Harvest Pointe Recreation Bldg 17092219B T23GE GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO. 8.030 s Apr 8 2017 Mirek Industries,Inc.Tue Oct 1014:12:07 2017 Page 2 ID:ogGKpPnC6LQW0wLp1CQQmoybha-OdDOUan?GTFQc9EwWK3AKnaDO70VAB3wfNby2yUp_6 NOTES- 12)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��OF NEW GJ�� oJN 0 LU 40 66306 V� AROFESStOX4 Job Truss russ Type Qty y Harvest Pointe Recreation Bldg 17092219B T24 PIGGYBACK BASE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burrington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:12:12 2017 Page 1 ID:cgGKpPnCGLQWOwLp1 000moybhix-IbOHXHr740uiiw7tlHfMlgHwx8ySrNogpellf4yUp_1 1-3.12, 6-4.3 12-415 17-7-1 23-7-13 2810-0 1-3-12 6-43 6-0.11 5-2-2 6.0.11 5-2-3 8.00 F12 r5ZI TQ6—_ Scale 1:5(.2 4 3x8 17 20 3x8 4 7 4x4 i 4x6 3 16 W5 8 m C? 21 15 3x4 11 W 7 9 4x6 11 2 r` 14 22 13 23 12 11 24 10 3x8— 3x8= 3x10 MT20HS= 3x4= 3x8— 0-8-0 0 5- 10.2.11 19-9.5 28.10.0 o 5.2 9-6-11 9-6.10 9-0.11 0-2.4 Plate Offsets(X Y)-- [5:0-3-12,0-2-01,[6:0-4-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL: in (loc) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.91 Vett(LL) -0.3913-14 >884 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.5713-14 >604 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.07 10 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.0311-13 >999 360 Weight:181 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T2,T4:2x4 SP SS 2-0-0 oc purlins(3-5-6 max,):5-6. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.1 WEBS 1 Row at midpt 3-14,6-13,8-10 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing Wi:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14-1490/0-4-8 (min.0-3-13),10-1366/0-5-8 (min.0-3-6) Max Horz 14=258(LC 8) Max Uplift14=-141(LC 11),10.99(LO 12) Max Grav 14-2431(LC 30),10=2161(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-8881140,3-15=-520116113-16=-2365/288,4-16=-2330/303,4-17=-2105/308, 5-17=-2074/329,5-18--15681316,18-19=-1568/316,6-19=-1568/316,6-20=-1949/320, 7-20.-1978/300,7-8=-2239/294,9-21=-350/79,2-14=-1030/215,9-10=-389/91 BOT CHORD 14-22=-178/2129,13-22=-178/2129,13-23=-5/1503,12-23=-5/1503,11-12=-5/1503, 11-24=-113/1852,10-24--113/1852 WEBS 3-14=-2082/148,3-13=-646/245,5-13=-36/722,6-11=-55/618,8-11=-369/220, 8-10=-2411/201 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except(jt=1b) 14=141. 1 OF NEvv 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI7' FF YQ 9)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points' b PKER G Top Chord and Bottom Chord,nonconcurrent with any other live loads. �5 r 10)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard r s 66306 ARo .ss►oNP�' low rtlss cuss Type � y Harvest Pointe Recreation Bldg 17092219B T24A PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:12:18 2017 Page 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhlx-alNYntwugsesQralfYmmGSXyRZ0xF6UYBallskyUozx 1-3-12 6.4-3 12-4.15 17-7-1 23.7-13 28-4-0 , 1-3.12 6-4-3 &0-11 5.2-2 6-0.11 4-8 3 4x6= Scale=1:56.2 = 8.00 12 5x6 5 18 6 3x8�i 17 20 3x6,� 4 7 4x4 4x4 3 16 W5 8 ID cC6 21 d' 15 3x4 11 9 4x6 11 2 �1 N 14 22 13 23 12 11 24 10 3x8— 3x8= 3x10 MT20HS= 3x4= 3x8— 0.8.0 015-12 10-2-11 , __ _ 19-9.5 , 28.4-0 , 015-12 9-6.11 9.9.10 8.8.11 0.2.4 Plate Offsets(X,Y)-- 15;0-3-12,0-2-01,f6:0-4-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23:1 Plate Grip DOL 1.15 TO 0.90 Vert(LL)' -0.3913-14 >869 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC '0.84 Vert(CT) -0.5613-14 >597 360 MT20HS 187/143 TCDL , 15.0 Rep Stress Incr YES WB 0.70 - Horz(CT) 0.06 10 n/a n/a BOLL 10.0 Code IBC2015/1•PI2014 Matrix-S Wind(LL) 0.0311-13 >999 360 Weight:180 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied,'except end verticals,and T2,T4:2x4 SP SS 2-0-0 oc purlins(3-5-15 max.):5-6. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 62:2x4 SP No.1 WEBS 1 Row at midpt 3-14,6-13,8-10 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing WI:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1466/0-4-8 (min.0.3-12),10=1342/0-5-8 (min.0-3-5) Max Horz 14=262(LC 8) Max Upliftl4=-140(LC 11),10=-94(LC 12) Max Gravl4=2393(LC 30),10=2113(LC 30) FORCES. (lb)-Max,Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-882/140,3-15--514/161,3-16=-2305/282,4-16=-2258/298,4-17=-2044/303, 5-17=-2014/323,5-18=-1525/312,18-19=-1525/312,6-19=-1525/312,6-20=-1828/310, 7-20=-1855(289,7-8=-2116/282,9-21=-259/75,2-14=-1026/215,9-10=-303(80 BOT CHORD 14-22--178/2082,13-22=-178/2082,13-23=-15/1429,12-23=-15/1429,11-12=-15/1429, 11-24=-96/1665,10-24=-96/1665 WEBS 3-14--2028/142,3-13=-652/245,5-13=-33/691,6-13=-119/254,6-11—47/512, 8-11=-232/250,8-10.2351/197 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.ll;Exp B;enclosed;MWFRS, (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load.of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except Qt=1b) 14=140, 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS j FF OF� � 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poin �o PHER G 'Q,r Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor •. U� LOAD CASES) Standard r f $6308 tp� AROFESSIO�P� Job tossTruss ypl�e Qty y n Harvest Pointe Recreation Bldg 1 17092219B T25 Piggyback Base Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:1232 2017 Pa�gge 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-9RE rj74gN9Pt6?fITU02r26OjCvFXMkcPm8nLwyUozj 48-7 9.1-5 145.4 20-8-0 48-7 4415 3 5-3.15 4 6-2-12 5 r5FJ rZ M1 EZ 6.56 12 15 16 17 Scale:3/16"=1' 3x6 i 14 11 13 6x6 i 12 1 8 11 18 10 19 20 219 22 823 7 24 25 26 6 3x10 MT20HS I I 10x12— 8x8= 6x8= 10x12— 4x12 MT20HS I I 48.7 14.5.4 20.8-0 48-7 44-15 5-3-15 6-2-12 Plate Offsets(X,Y)-- [1:0-2-12,0-2-4],[3:0-4-0,0-1-13],[5:0-2-12,0-2-0],[7:0-2-4,0-6-4],[9:0-3-8,0-6-0] [10:0-3-8,0-6-0],[11:0-5-0,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.72 Vert(LL) -0.10 9-10 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,39 Vert(CT) -0.16 7-9 >999 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr NO 'WB 0.97" Horz(CT) 0.02 6 n/a n/a BCLL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.06 7-9 >999 360, Weight:388 lb FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except BOT CHORD 2x8 SP DSS end verticals,and 2-0-0 oc purlins(4-9-15 max,):3-5. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W9,W1:2x6 SP No.2,W8,W2:2x4 SP No,2 or 2x4 SPF No.2 WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=8799/0-5-8 (min.0-4-11),11=8344/0-6-0 (min.0-4-6) Max Horz 11=330(LC 6) Max Uplift6=-1565(LC 6),11 945(LC 9) Max Grav6=9303(LC 23),11=8723(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-6333/702,12-i 3=-61771714,2-13--60211716,2-14=-6294/866,3-14=-6157/879, 3-16-4488/729,15-16-448V7291 4-16=-4487/729,4-17=-44881729,5-17.-4488/729, 5-6=-691 0/1108,1-11=-79681904 BOT CHORD 11-18.313/232,10-18=-313/232,10-19=-812/5429,19-20=-812/5429,20-21=-812/5429, 9-21=-812/5429,9-22=-866/53751 8-22=-866/5375,8-23=-86615375,7-23=-866/5375 WEBS 2-10=-588/274,2-9=-328/295,3.9=-446/4293,3-7=-2056/150,4-7--920/192, 5-7=-1257/7872,1-10=-776/7082 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc, Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the'LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1:60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1,1,Lu=112-0-0 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)6 NEIV 11=945. eel 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and,referenced'standard AN ��tg( ig ER O O,p� 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po' t Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or,bottom chor V ui Continued on page 2 ` 56308 ARo SS)oNA� Job fussrust`s rype QtY PTy Harvest Pointe Recreation Bldg 170922196 T25 Piggyback Base Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 1014:12:32 2017 Page 2 ID:cgG KpPnC6LQWOwLp1 CQQmoybhix-9REg74gN9Pt6?ffTUO2r26OjCvFXMkcPm8nLwyUozj NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1627 Ib down and 135 Ib up at 2-5-4,1767 Ib down and 147 Ib up at 4-5-4 ,1896 Ib down and 168 Ib up at 6-5-4,2263 Ib down and 252 Ib up at 8-5-4,1304 Ib down and 271 Ib up at 10-5-4,1304 Ib down and 271 Ib up at 12-5-4,1304 Ib down and 271 Ib up at 14-5-4,1304 Ib down and 271 Ib up at 16-5-4,and 1304 Ib down and 271 Ib up at 18-5-4,and 1322 Ib down and 261 Ib up at 20-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-76,3-5=-76,6-11=-20 Concentrated Loads(ib) Vert:6=-1283(F)10=-1767(F)7=-1273(F)18=-1627(F)19=-1896(F)21=-2263(F)22=-1273(F)23=-1273(F)24=-1273(F)26=-1273(F) -,uF NEW C'C��COpHER G n 56306 ARS SStoN��" r ob Truss != Ttus— s_1`yPe Qty Ply Harvest Pointe Recreation Bldg 70922196 T26 Piggyback Base �1Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:12:38 2017 Pae 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-_bb6 A9Rz?90gw6tgl7S4JMM6dgwx9NUohb5ZayUozd 5-9-3 11-2-15 16-5-1 21-11-5 27-2-0 5-9-3 5-5-11 5-2-2 5-6-4 5-2-11 3 51 _ Scale=1:4 .5 14 13 18 B.00 12 19 4x4 5 5x6= 4x4 11 2 W5 Td 20 21 co d) 12 2 W8 IVI co 3x8 II L6 1 02 22 10 23 9 8 24 13x8= 3x4= 3x4= 3x8= 3x6= 9-1-13 18.0-3 27-2-0 9.1.13 8-10-6 9.1-13 Plate Offsets(X,Y)-- [3:0-4-8,0-2-8],[4:0-2-4,0-2-4],[6:Edge,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.36 7-8 >891 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.52 7-8 >619 360 TCDL 15.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.06 7 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.03 8-10 >999 360 Weight:175 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except T3:2x4 SP SS,T4:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-4,5-6. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-8,5-7,2-11 W1:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=1293/Mechanical,11=1293/0-6-0 (min.0-3-2) Max Horz 11=284(LC 8) Max Uplift7=-115(LC 12),11--95(LC 11) Max Grav7=1647(LC 30),11=1994(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-429/103,2-13=-1987/299,13-14--1714/301,3-14=-16601317,3-15=-1237/296, 15-16=-12371296,16-17=-1237/296,4-17=-1237/296,4-18=-1568/296,18-19=-1568/277, 5-19=-1805/270,6-7=-386/68,1-11=482/115 BOT CHORD 11-22=-192/1677,10-22=-192/1677,10-23=-132/1293,9-23=-132/1293,8-9=-132/1293, 8-24=-134/1349,7-24=-1 34/1349 WEBS 2-10--459/224,3-10=75/693,4-8=-16/461,5-7.-1915/241,2-11=-2073/157 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h-24ft;Cat,11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)11 except Qt=1b) 7=115. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. NE 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �(�G�� )'� CQ' 09VIER Q LOAD CASE(S) Standard 5� r 66305 A�OFESSIO�P� Job cuss Truss Type Qty y Harvest Pointe Recreation Bldg 170922196 T27 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi7rek Industries,Inc.Tue Oct 1014:12:45 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-HxWISZEgJ921 A?8Dkjl5so8bJRG14EMWPHozJgyUozW 3-6-0 11-2-15 16-5-1 20-3-10 242-0 27-2.0 3-6-0 r 7-8-15 5.2-2 3-10-9 3-10-6 3-0-0 6 20 Scale:1/4".-1' 23 19 x6— 24 8.00 12 5 5x6= 2x4 II 4x6= 18 6 2 26 U 27 17 5x6 i 2 9 W4 1i o 012 16 C 1 13 10 _ 6x12= 29 12 11 30 $ o� 6x12= 5x6= c5 15 28 14 9 31 8 3x8= 2x4 I I 2x4 11 3x6= 3.6-0 13-10.0 24-2-0 27-2-0 , 3-6-0 10-4.0 10-40 3-0-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-01,[3:0-4-4,0-2-41,[4:0-3-12,0-2-01,[10:0-2-12,0-3-81,[1 2:0-4-8,0-2-01,[13:0-6-0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.21 12-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.3512-13 >910 360 TCDL 15.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.30 8 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0812-13 >999 360 Weight:207 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD'2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, T1:2x6 SP DSS,T2:2x4 SP No.1 except end verticals,and 2-0-0 oc purlins(3-1-13 max.):3-4,5-7, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 63:2x6 SP DSS,135:2x4 SP No.3,134:2x6 SP No.2 6-0-0 oc bracing:8-9. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-8 W4:2x4 SP No.1,W1,W2:2x4 SP No.2 or 2x4 SPF No.2 2 Rows at 1/3 pts 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1293/Mechanical,15=1293/0-6-0 (min.0-3-1) Max Horz 15=300(LC 8) Max Uplift8=-127(LC 12),15.95(LC 11) Max Grav8-1787(LC 31),15=1955(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.. TOP CHORD 1-16=-4951/467,2-16=-4706/477,2-17=-21781224,17-18=-1840/235,18-19=-1824/237, 3-19=-1649/261,3-20=-1631/272,20-21=-I 631/272,21-22=-1629/272;4-22=-16291272, 4-23=-1670/269,23-24=-1718/256,5-24=-1886/256,5-25=-1 067/163,25-26-10681162, 6-26=-1073/162,6-27--1043/162,7-27=-1043/162,7-8=-17491157,1-15=-18921181 BOT CHORD 2-13=-1 9511 308,13-29=-576/4315,12-29=-577/4313,12-30--211/1893,11-30=-211/1893, 10-11=-211/1893,6-10_634/128 WEBS 2-12=-2848/498,3-12=0/420,4-12=-36/727,5-10=-1451/207,7-10=-169/1909, 5-12=-654/170,13-15=-3301255,1-13=-392/4090 NOTES- 1)Wind:ASCE 7.10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ' members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)8=127. Pr;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)'l5 except Qt-1 OF N "�/y � 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard A OPHER O G 'Q 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi s t er Top Chord and Bottom Chord;nonooncurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord U LOAD CASE(S) Standard 56308 � AROFESSIO�P� Job cuss Truss Type City Ply Harvest Pointe Recreation Bicig 170922198 T27A Piggyback Base �1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Welk Industries,Inc.Tue Oct 1014:12:56 2017 Page i ID:cgGKpPnC6LQWOwLp1CQQmoybhlx-S2gvmKNkjXQT hULtXRgp66QNtyd9DF8wVy2BXyUozL L 3-6.0 11-2-15 16-5-1 18-7-15 , 24-2-0 27-2-0 3-6.0 7-8-15 5-2-2 2-2-14 5-6-1 + 3-0-0 3 Scale=1:18.8 5x12 — 20 23 19 c6= 5 5x8 3x4= 6x6= 6 8.00 12 24 25 28 18 17 1 W8 5x6 tO 9 2 a d, W4 i 1 410,�, 16 1 13 10 8x 8x12= 1228 11 29 d 5x12 MT18H= 8x12= C� 15 27 14 9 30 8 3x6= 2x4 11 2x4 11 3x6= 3-6-0 13-10-0 24.2-0 27-2-0 3-6-0 10-4-0 10-4-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-81 [3:0-10-4,0-2-41,[4:0-3-8,0-1-121,[5:0-3-0,0-2-11,[10:0-2-12,0-2-121,[11:0-4-12,0-3-121,[13:0-7-0,0-7-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.23 14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.34 14 >960 360 MT18H 244/190 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.38 8 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.10 14 >999 360 Weight:215 Ib FT-40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except T1;2x6 SP DSS,T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-4,5-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3:2x6 SP DSS,B5:2x4 SP No,3,64:2x6 SP No.2 WEBS 1 Row at midpt 7-8,6-10 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 2-11 W4,W2:2x4 SP No.1,Wl:2x4 SP No.2 or 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 8=1293/Mechanical,15=1293/0-6-0 (min,0-3-0) Max Horz 15=314(LC 8) Max Uplift8=-148(LC 8),15=-94(LC 11) Max Grav8=1916(LC 31),15=1905(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-52581546,2-16=-51221558,2-17=-2052/224,17-18=-1765/235,18-19=-1735/237, 3-19=-1657/262,3-20=-1596/272,20-21=-1592/272,21-22=-1592/272,4-22=-1590/272, 4-23=-16721277,5-23=-1723/263,5-24=-958/171,6-24=-963/170,6-25--924/166, 25-26=-924/166,7-26=-924/166,7-8=-1 881/184,1-15=-18151190 BOT CHORD 2-13=-271/1628,12-13=-65114421,12-28=-65214413,11-28=-652/4413,11-29=-232/1864, 10-29-23211864,6-10=-8221162 WEBS 2-11=-3027/503,3-11=0/430,4-11=-74/769,5-10=-12451183,7-10=-212/2018, 5-11=-715/172,13-15=-360/24911-13--443/4389 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7) =148e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15 except Gt-IC)_ �F NEW r 8 8)This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard Aly il� OPFiER G 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p01 fs a e� Top Chord and Bottom Chord,nonconcurrent with any other live loads. u 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . LOAD CASE(S) Standard m ! w 66306 tq AROFESSIO�P� 0 tossTruss Type Qty y Harvest Pointe Recreation Bldg 17092219B T28 -- Piggyback Base j1_ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:13:06 2017 Pae 1 ID:cgGKpPnC6LQWOwLp1CQQrnoybhix-A HhsIV?Nch2BDFGTddODDW9UV06UIOcE2NaYyyUozB 3-6-0 , 9-11-9 16-5-1 17-Or5 24-2-0 27-2-0 r 0 6-5.9 6.5-9 7-4 7-1-11 3-0-0 6x8= 4x6= 3x4= 8.00 Li�x6= Scale=1:57.2 1 2 3 18?5174 1%,20 5 621 3x4= 6x8= 5x6= 22 24 7 8 I I W4 W8 Co 0V 29 r C6 1 of 0% ro B3 nA 14 11 3 10A2= 27 13 2812 1 d 3x8= 4x12 MT20HS= a 16 26 15 10 29 9 3xt 0 MT20HS= 2x4 11 2X4 11 3x12 MT18H= 3.6.0 13-10-0 24-2-0 27-2-0 3.6-0 10.4.0 10-4-0 33-0 00 Plate Offsets(X,Y)-- [1:0-3-0,0-2-0),[3:0-3-0,Edge],[11:0-3-12,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL . 23.1 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.4711-13 >680 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0,91 Vert(CT) -0.7011-13 >460 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.18 9 n/a n/a MT18H 197/144 BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 13 >999 360 Weight:224 Ib FT-40/. LUIVIBER- BRACING- TOP CHORD 2x6 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins; except T1;2x4 SP No.2 or 2x4 SPF No.2,T4:2x4 SP SS end verticals,and 2-0-0 oc purlins(4-5-5 max.):1-5,6-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 132,65;2x4 SP No.3,B3,B4:2x4 SP SS 1 Row at midpt 7-11 WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 1-16,8-9,4-14,6'11 WI:2x4 SP No.1,Wl l,W9:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16-1293/0-6-0 (min.03-10),9=1293/Mechanical Max Horz 16=-317(LC 7) Max Upliftl6=-239(LC 7),9=-232(LC 8) Max Grav 16=2299(LC 29),9=2283(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16--2267/30211-17--9621203,2-17--962/203,2-3--976/20413-18.-977/203, 4-18=-985/203,4-19=-2201/276,19-20.-2203/276,5-20=-2204/276,5-21--2281/294, 6-21=-2293/2901 6-22-977/180,22-23=-977/180,23-24=-977/180,7-24=-977/180, 7-25=-944/177,8-25=-944/177,8-9=-2245/262 BOT CHORD 2-14=-749/159,14-27=-402/2137,13-27=-402/2137,13-28=-347/2239,12-28=-347/2239, 11-12--347/2239,7-11=-1020/203 WEBS 14-16=-280/302,1-14 267/2294,4-14=-1680/228,4-13=0/349,5-13.92/871, 6-13--776/182,6-11=-1686/213,8'-11=-311/2435 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;,BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. . 5)All plates are MT20 plates unless otherwise indicated, 6)Refer to girder(s)for truss to truss connections. 7)9 232e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(!t=Ib R NEVV .. . 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard A OPNER G 9)This truss has been designed fora moving concentrated load of 200.0Ib live located at all mid panels and at all panel poi s a er Top Chord and Bottom Chord,nonconcurrent with any other live loads. v 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . C: Of LOAD CASE(S) Standard m . S630a � ARS SS1011 Job tunsTruss Type Qty Pointe Recreation Bldg 170922198 T28A PIGGYBACK BASE Ily jHaiv-est Job Reference(optional) Universal Forest Products, S.NO 62,Burlington,NO 8.030 s Aur 8 2017 MiTek Industries,Inc.Tue Oct 1014:13:11 2017 Page 1 ID:c.qGKpPnC6LQW0wLp1CQQmoybhix-Wx4avSZ8B8JLH_7DGACBwHD10w9096ZLNK5LD9Vl oz6 3.6.0 10-4-11 17-3-5• 24-2.0 27-2-0 3-6-0 2 6.10-11 6-10-11 6-10-11 6 3-0-0 = Scale:1/4"=1' I I x 3x10 MT20HS= 44 X, I I W4 W4 32 v 5 6 84 13 10 — 6 6x10= 21 12 2211 0 3x4= 412 MT20HS= N 15 20 14 9 23 8 3x8= 2x4 11 2x4 I I 3x8= 3 6-0 13-10-0 24-2.0 277 2-0 3-6-0 10-4-0 10-4.0 Plate Offsets(X,Y)-- [10:0-4-12,0-2-01,[13:0-4-0,0-2-41 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft. Ud PLATES GRIP ' TOLL -23.1 Plate Grip DOL 1.15 TO 0.86 Vert(LL) -0,4712-13 >689 480 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 0.70 Vert(CT) -0,6912-13 >467 360 MT20HS 148/108 BCDL 155.0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.11 8 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:197 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0.0 oc purlins(3-2-2 max.):1-7, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2;2x4 SP No.3,B3,B4:2x4 SP SS WEBS 1 Row at midpt 1-15,7-8,3-13,5-10 WEBS 2x4 SP No.3*Except" MiTek recommends that Stabilizers and required cross bracing Wl:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 15=1293/0-6-0 (min.0-2-2),8=1293/Mechanical Installation guide. Max Horz 15=-325(LC 7) Max Upliftl5=-251(LO 7),8-251(LC 8) Max Grav 15-1339(LC 2),8=1339(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15.-1302/314,1-16=.575/214,2-16=-575/214,2-17=-592/217,3-17=-592/217, 3-4=-1328/277,4-5=-1328/277,5-18=-517/179,6-18=-517/179,6-19--4991177, 7-19=-499/177,7-8=A313/282 BOT CHORD 2-13=-443/181,13-21=-420/1237,12-21_420/1237,12-22=-36211213,11-22=-362/1213, 10-11=-362/1213,6-10=-4341181 WEBS 13-15=-293/314,1-13=-293/1373,3-13=-910/235,3-12=0125715-12=0/30115-10=-981/247, 7-10=-321/1377 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated, 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(sj except 0=1b)15=251, 8-251. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along th Top Chord and Bottom Chord,nonconcurrent with any other live loads, of NEW 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4,�G )'o 'A LOAD CASE &VAERG S) Standard � �9� e- LU 66306 V�. A�OPESSIO�� l7ob T iuss russ Type ZSty Ply Harvest Pointe Recreation Bldg0922198 29IGGlBACKBASE �3 1 [Job Reference(optional) .Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:13:18 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-pH?ENseXYICLd3AZA8tgi]ODyIYDIG9N_wHDzGyUoz? 3-6-0 _ , 10-4-1117-3-5 24-2.0 27-8.0 3-6-0 2' 6-10-11 6-10-11 6.10-11 6 3-6.0 = Scale:1/4"=1' U3 if 1U U 19 I x 3x10 MT20HS= X, I I W4 W4 2 13 10 6x 6x10= 21 12 2211 � d 3x4= 412 MT20HS= N 20 15 14 9 23 8 3x8= 2x4 I I 2x4 11 3x8= 3-6.0 13-10-0 24.2-0 27-8-0 3.6.0 10-40 10-4.0 3 Plate Offsets(X,Y)-- [10:0-3-12,0-2-41,[13:0-3-12,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.86 Vert(LL) -0.47 10-12 >702 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15- BC 0.70 Vert(CT) -0.6910-12 >474 360 MT20HS 148/108 TCDL 155.0.0 Rep Stress Incr YES WB 0.58 Horz(OT) 0.10 8 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:199lb FT-4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(3-1-0 max.):1-7, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 132:2x4 SP No.3,133,134:2x4 SP SS WEBS 1 Row at midpt 1-15,7-8,3-13,5-10 WEBS 2x4 SP No.3*Except* MITek recommends that Stabilizers and required cross bracing W 1:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1317/0-6-0 (min.0-2-2),8-1317/0-6-0 (min.0-2-2) Max Horz 15-325(LC 8) Max Upliftl5=-254(LC 7),8=-254(LC 8) Max Grav 15=1364(LC 2),8=1364(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1327/318,1-16=-586/216,2-16=-586/216,2-17=-603/219,3-17=-603/21 9, 3-4=-1376/284,4-5=-1376/284,5-18=-603/192,6-18=-603/192,6-19=-586/190, 7-19--586/190,7-8=-1327/286 BOT CHORD 2-13=-443/181,13-21--427/1273,12-21=-427/1273,12-22=-374/1273,11-22--374/1273, 10-11--374/1273,6-10=-443/180 WEBS 13-15=-293/314,1-13=-298/1401,3-13=-945/2391 3-12-0/278,5-12-0/278,5-10=-945/240, 7-10=-318/1401 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;,Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)15=254, 8=254. 6)This truss is designed in accordance with the 2015 International Building,Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASES) Standard C'�P GOPHER G 0� Qty c P � P � $6305 V� ARo SStoNP Job .Uss cuss Type Qty y Harvest Pointe Recreation Bldg 17092219B T30 IF Base 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Toe Oct 1014:13:22 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-i3FkDDh2bWln6hTKP vmsbBusMgkE?ezvXF051yUoyx 7-0-12 13-10-0 20-7.4 27-8-0 7-0-12 6-9-4 6.9-4 7-0-12 e=1 A7.4 3x6= W2 W 4 W2 R2 F 11 16 10 17 9 8 18 7 44= 4x4= 9-3-13 18-4.3 27-8-0 9-3-13 9-0-6 9-3-13 Plate Offsets(X,Y)-- [6:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.93 Vert(LL) -0.40 7-8 >818 480 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.58 7-8 >563 360 TCDL 15.0 Rep Stress Incr YES WB 0,87 Horz(CT) 0.03 7 n/an/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) 0.06 7-8 >999 360 Weight:187 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(2-2-0 max.):1.6, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 1-11,6-7,2-11,3-10,3-8,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=1317/0-6-0 (min,0-2-2),7=1317/0-6-0 (min.0-2-2) Max Horz 11=-325(LC 7) Max Upliftl 1=-254(LC 7),7=-254(LC 8) Max Grav 11=1364(LC 2),7=1364(LC 2) FORCES. (]b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-288/97,2-13=-949/275,3-13=-949/275,3-4—949/275,4-14=-949/275, 5-14=-949/275,6-7=-288/97 BOT CHORD 11-16=322/813,10-16—322/813,10-17=-318/1052,9-17=-318/1052,8-9=-318/1052, 8-18=-245/813,7-18=-245/813 WEBS 2-11--1306/285,2-10--12/562,3-10--270/156,3-8=-270/156,5-8=-12/562,5-7=-1306/285 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat,Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)11=254, 7-254. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Tap Chord and Bottom Chord,nonconcurrent with any other live loads. 8)Graphical purlin representation does not depict the size or the orientation of the pur]in along the top and/or bottom chord. LOAD CASE(S) Standard _,�pF NEw y ,SOP"ER c o r s � $6305 AROFESS1011 Job russ Truss Type yy Harvest Pointe Recreation Bldg 170922198 T31 PIGGYBACK BASE 5 1 l Job Reference(optional) I Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi-rek Industries,Inc.Tue Oct 10 14:13:28 2017 Pa e 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-WCcOUGmoBMSw gcxUIFOA6sQwRnyYendrHTikJgy oyr 3-6-010-4-11 17-3-5 24.2-0 27-8-0 3-6-0 2 6-10-11 6-10-11 6-10-11 6 3-6-0 = Scale:1/4"=1' 11 x 3x10 MT20HS= 4— X, I I W4 W4 cc 19 2 5 2 R2 DA 3 10 6x 6x10= 21 12 2211 0 3x4= 412 MT20HS=131 0 Bi N 15 20 14 9 23 8 3x8= 2x4 I I 2x4 11 3x8= 3-6-0 13-10-0 24-2.0 27-8-0 10-4-0 10-4-0 3.6-0 Plate Offsets(X,Y)-- [10:0-3-12,0-2-41,[13:0-3-12,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.86 Vert(LL) -0.4712-13 >702 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.6912-13 >474 360 MT20HS 148/108 TCDL 15,0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.10 8 n/a n/a BOLL 10.0 Code IBC2015/TP12014 . Matrix-S Wind(LL) 0.05 12 >999 360 Weight:199 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(3-1-0 max.):1-7, except end verticals., BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3,B3,B4:2x4 SP SS WEBS 1 Row at midpt 1-15,7-8,3-13,5-10 WEBS 2x4 SPNo.3*Except* MiTek recommends that Stabilizers and required cross bracing W1:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=131710-6-0 (min.0-2-2),8=1317/0-6-0 (min.0-2-2) Max Horz 15=-325(LC 7) Max Upl'Ift15—254(LC 7),8=-254(LC 8) Max Grav 15=1364(LC 2),8=1364(LC 2) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1327/318,1-16--586/216,2-16=586/216,2-17=-603/219,3-.17=-603/219, 3-4=-1 376/284,4-5=-1376/284,5-18=-603/192,6-18=•603/192,6-19=-586/190, 7-19=-586/190,7-8=-1327/286 BOT CHORD 2-13=-443/181,13-21=427/1273,12-21=-427/1273,12-22=-374/1273,11-22--37411 273, 10-11=-374/1273,6-10=-443/180 WEBS 13-15=-293/314,1-13=-298/1401,3-13=-945/239,3-12=0/278,5-12=0/278,5-10=-945/240, 7-10=-318/1401 NOTES. 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)15-254, 8=254. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel.points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NES Y LOAD CASE(S) Standard C'<P �QPNER G ,Q'F d � 630a V� A�OFESSIO'P I�Iob— Truss -- Truss Type-- y A Harvest Pointe Recreation Bldg 170922196�T32 Piggyback Base Girder 1 L ,Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:13:41 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-eiuwCJwy7M54ubQ OTID8cTH30SXBa?mH?MwGQyUoye 4-0-9 7-9-11 11.6-12 16-0-0 , 4-0.9 3-9-1 3-9.1 4 4-5-4 5 15?1 TOM A3A 15 II Scale:3/16"=1' 8 5x 10 16 17 18 9 19 20 21 8 2223 724 2526 27 6 412 MT20HS= 8x8= 8x8= 8x8— 5x12 MT18H= 4-0-9 7-9.11 151. "l 16-0-0 4.0-9 3-9.1 3.9.1 4-5-4 Plate Offsets(X,Y)-- [1:0-2-12,0-1-121,[4:0-5-0,0-2-01,[7:0-4-0,0-4121,[8:0-3-8,0-4-121,f9:0-3-8,0-4-121 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 plate Grip DOL 1.15 TO 0.36 Vert(LL) -0.09 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.15 8-9 >999 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.02 6 n/a n1a MT18H 244/190 BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 8 >999 360 Weight:286 Ib FT-40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except BOT CHORD 2x6 SP DSS end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W7,W2:2x4 SP No.2 or 2x4 SPF No,2,W8:2x4 SP No.1 WEBS 1 Row at midpt 5-6,3-7,4-6 W i:2x6 SP No.2 REACTIONS. (Ib/size) 6=7025/0-6-0 (min.0-5-10),10=790210-6-0 (min.0-4-4) Max Horz 10=341(LC 6) Max Uplift6=-1046(LC 6),10=-675(LO 9) Max Grav6=7178(LC 24),10=8363(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11--5672/474,2-11--5549/485,2-12=-5418/551,3-12=-5298/561,3-13--3384/462, 13-14=-3257/463,4-14=-3231/472,5-6=-298/73,1-10=-6787/591 BOT CHORD 10-16=-328/240,16-17--328/240,17-18=-3281240,9-18=-328/240,9-19=-599/4963, 19-20=-59914963,20-21=-599/4963,8-21=-599/4963,8-22=-57914740,22-23=-579/4740, 23-24--57914740,7-24=-579/4740,7-25=-430/2798,25-26--430/2798,26-27=-430/2798, 6-27--430/2798 WEBS 2-9=-347/253,2-8=-378/35,3-8=-27213906,3-7=-3995/342,4-7=-876/6874,4-6=-6404/815, 1-9=-515/6250 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. F �IE►� 7)All plates are MT20 plates unless otherwise indicated. f �p y� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Q ml• 49,tE1�G •Q� 10=675. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard S�SI al f 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p ir�t aton Top Chord and Bottom Chord,nonconcurrent with any other live loads. r- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor .n LU 2 ' Continued on page 2 56306 t<,� AROFESSION�� o Cuss Truss Type y y Harvest Pointe Recreation Bldg 170922198 T32 Piggyback Base Girder 1 -- 2Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:13:41 2017 Page 2 ID:cgGKpPnC6LQWOwLp 1 CQQmoybhix-eiuwClwy7M54ubQ_OTID8cTH30SXBa?mH?MwGQyUoye NOTES 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1655 Ib down and 116 Ib up at 1-0-12,1796 Ib down and 125 Ib up at 3-0-12,1930 Ib down and 135 Ib up at 5-0-12,2054 Ib down and 166 Ib up at 7-0-12,2169 Ib down and 214 Ib up at 9-0-12,1304 Ib down and 264 Ib up at 11-0-12,and 1304 Ib down and 271 Ib up at 13-0-12,and 1308 Ib down and 269 Ib up at 15-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-76,4-5=-76,6-10=-20 Concentrated Loads(lb) Vert:16=-1655(B)18=-1796(B)19=-1930(B)21=-2054(B)22=-2169(B)24=-1273(B)25=-1273(B)27=-1275(B) r , pF NEW C9 6630$ A�OFESSIONP� o TII'I fussTruss Type City Ty Harvest Pointe Recreation Bldg 17092219B IT33Piggyback Base 2 11Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:13:47 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-TsGBTm-jiCsEcWu8NksdNtiAIRR1 bOUefwpFU4yUoyY 3-6.0 10-4-11 17-3.5 24.2-0 27-2-0 3.6.0 2 6-10-11 6-10-11 6-10-11 6 3-0-0 Scale:1/4-=1' I I x 3x10 MT20HS= 4 I I W4 W4 2 5 6 OA 13 10 8 — 6x10= 21 12 2211 � d 3x4= 4x12 MT20HS= N 20 23 15 14 9 8 3x8= 2x4 I I 2x4 11 3x8= 3.6.0 13-10.0 ----- -242-0 -- 27-2-0 3.6-0 10-40 10-40 3-0-0 Plate Offsets(X Y)-- 110:0-4-12,0-2-01,[13:0-4-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1,15 TO 0.86 Vert(LL) -0.4712-13 >689 480 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.6912-13 >467 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.11 8 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:197 Ib FT-40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No,2 TOP CHORD 2-0-0 oc purlins(3-2-2 max.):1-7, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3,B3,B4:2x4 SP$S WEBS 1 Row at midpt 1-15,7-8,3-13,5-10 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W 1:2x4 SP No.2 or 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1293/0-6-0 (min.0.2-2),8=1293/Mechanical Max Horz 15=325(LC 8) Max Uplift15=-251(LC 7),8=-251(LC 8) Max Grav 15=1339(LC 2),8=1339(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1302/314,1-16=-5751214,2-16=-575/214,2-17=-592/217,3-17=-592/217, 3-4=-1328/277,4-5—1328/277,5-18=-517/179,6-18—517/179,6-19--499/177, 7-19=-499/177,7-8=-1313/282 BOT CHORD 2-1 3=-44311 8 1,13-21=420/1237,12-21=-420/1237,12-22=-362/1213,11-22=-362/1213, 10-11=-36211213,6-10=-434/181 WEBS 13-15=-293/314,1-13=-293/1373,3-13=-910/235,3-12=01257,5-12-0/301,5-10=-9811247, 7-10=-321/1377 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL-6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)15=251, 8=251. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1, 8)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. *(�GOF NEW 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. YO OpNER LOAD CASE(S) Standard Q F w ` 58305 AROFESS10k,�. Joh Truss Truss Type y y Harvest Pointe Recreation Bldg 170922198 T33A Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:13:52 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-pg34WU2sXkUWilm59HSo4wQ?jS6yGfkOpCW09HyUoyT 17.0.10 3.8.0 10-0-0 16.5.1 16-104 24-2-0 27-2-0 3-8.0 2 6-6-0 6.5.1 -5- 7-1-6 3-0-0 0.2-8 5 6 19 Scale:t 4"=1' 1 II W6 W8 2 9 19 35 11 d v? m 14 9 6 6x10= 23 13 12 24 11 10 25 PI R-6 3x4= c 3x10 MT20HS= 3x4= N I 2x4 11 16 22 15 8 26 7 3x8= 2x4 11 2x4 11 3x6= 17.0.10 3.6.0 10.0-0 16.5.1 1 -1 - 24-2-0 27-2-0 3.6.0 6-6.0 8.5.1 -5• 7.1.6 3.0-0 0-2-8 Plate Offsets(X,Y)-- [g:0-3-4,0-2-4],[14:0-7-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23,1 Plate Grip DOL 1.15 TO. 0.97 . Vert(LL) -0,22 9-10 >999 480 MT20 197/144 (Ground Snow=30 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.34 9-10 >954 360 MT20HS 148/108 BCDL 15.00 Rep Stress Incr YES WB 0.57 Horz(QT) 0.11 7 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.0511-13 >999 360 Weight:219 Ib FT-40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD 2-0-0 oc purlins(4-8-2 max.):1-6, except end verticals. T2;2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2*Except* 1 Row at midpt 2-14 B2,135:2x4 SP No.3,64:2x4 SP No.1 WEBS 1 Row at midpt 1-16,6-7,3-11,4-9 WEBS 20 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing WI:2x4 SP No,2 or 2x4 SPF No,2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16=1293/0-6-0 (min.0-2-2),7=1293/Mechanical Max Horz 16=-333(LC 7) Max Upliftl6=-254(LC 7),7=-244(LC 8) Max Grav 16=1339(LO 2),7=1339(LC 2) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16--1283/330,1-17=-584/224,2-17--584/224,2-18=-1251/299,3-18=-1253/299, 3-19=-1328/307,4-19=-1335/304,4-20=-543/183,5-20=-547/183,5-21=-5261176, 6-21=-526/176,6-7=-1297/279 BOT CHORD 2-14=-1077/335,14-23=-347/666,13-23=-349/662,1324=-39411261,12-24--394/1261, 11-12=-394/1261,10-11=-353/1328,10-25=-356/1315,9-25=-356/1315,5-9=-453/182 WEBS 14-16=-302/318,1-14=-309/1354,2-13=-224/960,3-13=-564/239,6-9=-319/1376, 4-9--1050/225,4-10=0/256 NOTES- 1)Wind;ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Provide adequate drainage to prevent water ponding, . 4)All plates are MT20 plates unless otherwise indicated. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)16-254, 7-244. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points alo F NE Top Chord and Bottom Chord,nonooncurrent with any other live loads. fs �)-0 9)Graphical purlin representation does not depict the size or the orientation of the ptirlin along the top and/or bottom chord. �OPYIER G 'A,r N LOAD CASE(S) Standard c�Q Y to r 56308 � d�. A�OPESSIO'P ob Truss Truss ypety y Harvest Pointe Recreation Bldg 70922196 T33B Piggyback Base Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:14:02 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-XlgscuA7Bpl5vgXolOdBU1 dwUX5c4Cs6mxYWiyUoyJ 3-6-0 9-11-8 16-5-118-4 2 24-2-0 27-2-0 3.6-0 6-5-8 6-5.8 1-11-1 5-9-14 3-0.0 3 8.00 Ll2 Scale-1:4E 7 21 4x8 3x4 11 64= 2x4 I I 5 6 rz 22 23 24 W4 W8 9 05 11 d O1 r 14 10 8 — 8x12= 26 13 12 27 11 28 0 3x4= 48= 3x4= Ci RI 25 29 16 15 9 8 3x10 MT20HS= 2x4 11 2x4 11 3x8= 3-6-0 9-11-8 18-4.2 — 24-2-0_ 27-2-0 3-6.0 6-5-8 8-4.9 5-9-14 3-0-0 Plate Offsets(X Y)-- [1:0-3-0,0-2-41,[2:0-4-0 Edge] [4:0-3-12,0-2-01,[7:0-3-0,0-2-41,110:0-3-0,0-2-01,fl4:0-6-12,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) ` -0.2511-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3711-12 >864 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.18 8 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0611-12 >999 360 Weight:220 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, T4:2x4 SP No.1,T2:2x4 SP SS except end verticals,and 2-0-0 oc purlins(3-8-2 max,):1-4,5-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2,85:2x4 SP No.3,134:2x4 SP No.1 6-0-0 oc bracing:15-16,8-9. WEBS 2x4 SP No.3"Except' 1 Row at midpt 2-14 W1:2x4 SP No.1 WEBS 1 Row at midpt 1-16,7-8,3-12,4-12,5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16=129310-6-0 (min.0-3-8),8=1293/Mechanical Max Horz 16=-328(LC 7) Max Upliftl6=-217(LC 7),8=-194(LC 8) Max Grav 16=2249(LC 29),8=2189(LC 29) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16--22011301,1-17=-971/209,2-17=-971/209,2-18=-2068/295,3-18=-2068/2951 3-19=-2067/295,19-20=-2068/295,4-20=-206912951 4-21—2700/376,5-21=-2744/364, 5-22=-1 039/179,22-23=-1 039/178,6-23=-1044/178,6-24=-1009/173,7-24=-1 009/173, 7-8=-2137/233 BOT CHORD 2-14=-1 9 221289,14-26=-335/1056,13-26=-335/1050,12-13=-335/1050,12-27=-281/1987, 11.27=-281/1987,11-28=-277/2260,10-28=-277/2260,6-10=-871/171 WEBS 14-16=-305/308,1-14=-273/2250,2-12=-171/1529,3-12=-1093/201,4-11=-119/1017, 5-11=-827/209,5-1 0=-1 67711 44,7-10=-268/2302 NOTES- i)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=231 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. F NEW 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(11=1 X - 8=194, COPIER G 'A,r 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po' TToa h Top Chord and Bottom Chord,nonconcurrent with any other live loads. (Coll t 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor r_ W lu LOAD CASE(S) Standard 56308 A�OFESS10k, Job Truss Truss Type Ply Harvest Pointe Recreation Bldg 17092219B T33C Piggyback Base 117 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:14:10 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-119uldG91Glzs38ZD3mOp1A6JiETUR1x?tzoFyUoyB 3-6-0 9-11-8 16-5.1 19-10.2 24-2-0 27-2-0 3-6.0 6-5-8 3 6.5-8 3-5.1 4.3-14 3-0-0 21 8.00112 Scale:i 4"=1' 4 11 22 5x6= 3x4 II 6x6= 5 6 W4 23 24 2 2 WS co cb gr Lo �. 35 11 m 14 10 8 8x12= 27 13 12 28 11 29 3x6= 4x8= 3x4= N 16 15 9 26 30 8 3x8= 2x4 I I 2x4 11 3x8= 3-6-0 9-11-6 19-10.2 24.2-0 27-2-0 0 3-6. 6.5-8 9.10-9 4.3-14 Plate Offsets(X,Y)-- [1:0-3-0,0-1-81,[2:0-4-0,Ed9e1,[4:0-4-4,0-2-41,[10:0-2-12,0-2-81,[14:0-6-12,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.90 Vert(LL) -0.3611-12 >896 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.5811-12 >558 360 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.18 8 n/a n/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) 0.06 11-12 >999 360 Weight:210 Ib FT-4% BODL 10,0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except T2;2x4 SP SS end verticals,and 2-0-0 oc purlins(3-8-2 max.):1-4,5-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except" BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: B2,B5:2x4 SP No.3,B4:2x4 SP No.1 1 Row at midpt 2-14 WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 1-16,7-8,3-12,4-12,5-10 Wi:2x4 SP No.1 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16=1293/0-6-0 (min.0-3-7),8=1293/Mechanical Max Horz 16=-329(LC 7) Max Uplift16=-217(LC 7),8=-146(LC 8) Max Grav 1 6=2200(LC 29),8=2074(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16--2151/279,1-17=-947/198,2-17--947/198,2-18=-2006/290,3-18=-2006/290, 3-19=-20051290,19-20=-20061290,4-20=-2007/290,4-21=-2699/383,21-22--2708/371, 5-22=-27751370,5-23=-1 149/175,6-23=-1154/174,6-24=-1124/169,24-25--1124/169, 7-25=-1124/169,7-8=-2020/189 BOT CHORD 2-14=-1881/286,14-27=-311/1036,13-27=-311/1029,12-13=-311/1033,12-28=-233/1861, 11-28=-233/1861,11-29=-206/2-290,10-29=-206/2290,6-10=-692/137 WEBS 14-16=-294/308,1-14=-248/2195,2-12=-166/1476,3-12=-1099/200,4.11=-113/985, 5-11=-693/206,5-10=-1643/139,7-10=-211/2197 NOTES- i) OTES1)Wind;ASCE 7.10;Vult=130mph(3-second gust)Vasd-103mph;TCDL=6,opsf;BCDL-6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)16=217 8=146. OF.NES!/ 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced'standard �/-' S �1 Y0 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel point, 0 P"ER G Top Chord and Bottom Chord,nonconcurrent with any other live loads, 'CO 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord z� O .o LOAD CASE(S) Standard 56306 v� A�OFFSSIO`�'A Zlty y 0 rUSS TPiggy$back Type Harvest Pointe Recreation Bk1g 17092219B T33D Base �1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:14:17 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-be4Xm1 MYeQezC8Av71 OgbBylhXcLdsn3Yb4gYLyUoy4 3.6-0 9-11-8 16-5-1 21-4-2 24 2-027-2-0 3-6-0 2 6.5-8 6-5-8 411-1 2-9-14 3-0-0 8.00 12 Scale:1 4"=1' x 13x4= — 22 23 W4 5x6= 2x4 11 5x6= 6 7 2 6 24 25 26 w Cl) d) 10 35 1 d E B4 L6 15 11 B BA 2= 28 14 29 13 12 30 c 3x4= 3x4= 3x4= N 27 31 17 16 10 9 3xB= 2x4 II 2x4 II 3x6= 3 6-0 12.5-1 21.4-2242-0 27-2-0 3.6.0 8-11-1 8.11-1 2-9-14 33 Plate Offsets(X Y)-- [1:0-3-0,0-1-81,[5:0-4-4,0-2-41,[11:0-2-0,0-3-4] [15:0-4-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.89 Vert(LL) -0.34 14-15 >954 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.5014-15 >640 360 TCDL 15.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.18 9 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 12-14 >999 360 Weight:203 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3:2x4 SP No.1,T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(3-9-14 max.):1-5,6-8. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2,65:2x4 SP No.3,B3:2x4 SP No.1 6-0-0 oc bracing:16-17 WEBS 2x4 SP No.3*Except* 2-2-0 oc bracing:14-15. W1:2x4 SP No.1 WEBS 1 Row at midpt 1-17,8-9,4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 17=1293/0-6-0 (min.0-3-6),9=1293/Mechanical Max Horz 17=-331(LC 7) Max Upliftl7=-218(LC 7),9.115(LC 12) Max Gravl7=2161(LC 29),9=1950(LC 29) FORCES. (lb)-Max,Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-2124/238,1-18--908/182,2-18=-908/182,2-3=-926/184,3-19=-926/184, 4-19=-926/184,4-20=-1916/278,20-21=-1 9171277,5-21=-1918/277,5-22=-2693/409, 22-23=-2753/391,6-23=-2790/389,6-24=-1335/175,24-25=-1337/175,7-25--1342/175, 7-26=-1318/172,8-26=-1318/172,8-9=-1901/160 BOT CHORD 2-15=-799/i 65,15-28=-290/1934,14-28=-290/1934,14-29--18611773,13-29--186/1773, 12-13--186/1773,12-30=-17212305,11-30=-172J2305,7-11=-535/112 ' WEBS 15-17=-247/314,1-15=-204/2169,4-15=-1468/188,4-14=-53/466,5-14=-123/346, 5-12=-149/924,6-12=-608/209,6-11=-15281153,8-11=-162/2170 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6',Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b NE{V yO 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard A�I !K OPHER G 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels andat all panel poi Ys e� Top Chord and Bottom Chord,nonconcurrent with any other live loads. u 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord w LOAD CASE(S) Standard 01 56306 V� ARO SSt°�P �� russ rusT� s Type � Qty� ary Ply Hest Pointe Recreation Bldg 17092219B T34 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:14:24 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-t ?BEQRx?ZW_YCDFi?OJNgITDL1Xm2b5ABGiHRyUoxz 5-8.0 11-0.9 16-5-122-10-2 27-2-0 5-8-0 5-4.8 5-48 6-5.1 4-3-14 3x4= 5x10= 3x4= 5x6 Scale=1:53.5 DZ 1r5zi 14 15"' 16 4 8.00112 17 18194x10 3x4 11 W W W4 5 6 cc 0V (5Z TA 5ZI m VV 20 o�S LO VVI 5 d R2 B 12 21 11 22 10 9 23 8 24 7 3x6= 3x4= 3x6= 3x8= 2x4 II 3x6= 8-4-4 16-5-1 22-10-2 27-2-0 8-44 8-0-12 6.5-1 43-14 Plate Offsets(X,Y)-- [2:0-5-0,0-3-41,[4:0-3-0,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 0 Plate Grip DOL 1.15 . TO 1.00 Vert(LL) -0.2911-12 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.41 11-12 >793 360 TCDL 155.0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 7 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) -0.0511-12 >999 360 Weight:188 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3:2x4 SP SS 2-0-0 oc purlins(2-2-0 max.):1-4,5-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP No.1 WEBS 1 Row at midpt 1-12,3-11,3-9,5-7 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1293/0-6-0 (min.0-3-5),7-1293/Mechanical Max Horz 12=-332(LC 7) Max Upliftl2=-218(LC 7),7=-105(LC 12) Max Grav 12=2131(LC 29),7=1816(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=357/87,2-14=-1297/265,3-14=-1297/265,3-15=-1343/294,15-16=-1344/294, 416=-1345/294,4-17=-1612/280,17-18=-1 616/259,18-19=-1674/245,5-19=-1691/242, 6.7=-313/60 BOT CHORD 12-21--209/1060,11-21=-209/1060,11-22=-190/1482,10-22=-190/1482,9710=-190/1482, 9-23=-106/1347,8-23=-106/1347,8-24=-109/1344,7-24--109/1344 WEBS 2-12=-1997/238,2-11=-41/870,3-11=-645/152,3-9=-274/347,4-9=-11/448,5-9=-271/109, 5-8=0/309,5-7=-1970/224 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical,left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-lb)12=218, 7=105. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/T1- 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points 1 0 Yo Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'C OpHER 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y \5� LOAD CASE(S) Standard V� - C> 66305 AR�FESS)oNP�' o fuss 'USsback Base ype Qty �71 arvest Pointe Recreation Bldg 170922198 T34A Piggy1 ob Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.hie Oct 1014:14:30 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-i8MSUTWhbPG7G7gPOG7jdx?Vfm2VAmF_Y7jOU4yUoxt 5-8-0 11-0-9 16.5-1 2442 27-2-0 5-8-0 5-48 5-4-8 7-11-1 -�2-9-14 3x4= 5x10= 3x4= 5x8 Scale=1:53.5 = 1 14 15" 16 4 8.00112 17 W W W4 18 5x12= 2x4 11 IV 5 6 d 19 N d c� 12 20 11 21 10 9 22 8 23 7 3x6= 3x4= 3x6= 3x8= 2x4 II 34= 8.4-4 16-5-1 . 24-4-2 27-2-0 8.4-4 8-0-12 7-11-1 2-9-14 Plate Offsets(X Y)-- [2:0-5-0,0-3-41,[4:0-4-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.2911-12 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.41 11-12 >787 360 TCDL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 7 n/a n/a BCLI- 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.0511-12 >999 360 Weight:192 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-14 cc purlins, except T3:2x6 SP DSS end verticals,and 2-0-0 cc purlins(2-2-0 max.):1-4,5-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: B1;2x4 SP No.1 2-2.0 cc bracing:8-9. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-12,3-11,3-9,4-9,5-9 2 Rows at 1/3 pts 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1293/0-6-0 (min.0-3-5),7=1293/Mechanical Max Horz 12=-335(LC 7) Max Upliftl2=-219(LC 7),7=97(LC 12) Max Grav 12=211 O(LC 29),7=1673(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-357/87,2-14=-1277/266,3-14=-1277/266,3-15=-1317/294,15-16.-i321/293, 4-16--1326/293,4-17=-1580/262,17-18=-1588/235,5-18=-1677/223 BOT CHORD 12-20=-193/1047,11-20=-193/1047,11-21=-170/1455,10-21--170/1'455,9-10=-17011455, 9-22--89/1156,8-22=-89/1156,8-23=-92/1151,7-23=-92/1151 WEBS 2-12=-1972/239,2-11--42/849,3-11=623/150,3-9=-266/378,4-9=-55/388,5-8=0%329, 5-7=-1924/216 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)7 except(jt=1b) 12-219. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/T >:OF NEW 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points I I Y� Top Chord and Bottom Chord,nonconcurrent with any other live loads, �� O?"ER G 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Z LOAD CASE(S) Standard V a my * 56308 Cr,� V RO SSI°NA Job Hiss �Trusss Type -� y Harvest Pointe Recreation Bldg 170922196 T35 PIGGYBACK BASE 3 1 Job Reference(optional) Universal Forest Prodixts,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:14:35 2017 Page 1 ID:ogGKpPnC6LOWOwLpiCQQmoybhix-359LYBagPyvQMv MBpjuK_i0knukpih0Rn9lyUoxo 5-8-0 11-0.9 16-5.1 21-10-13 27-8-0 5-8.0 5-4-8 5-4-8 5-5-12 6.9.4 2x4 11 5x8= Scale=1:54.7 3x4= 5x6= 1 14 15 i6 4 g r541 17 8.00 12 18 4x4�� W 3 W 5 W 5 V Co C6 19 0) 44 11 8 6 0 1C) 12 20 11 21 10 9 22 8 23 7 44= 3x4= 3x4= 46= 3x4= 44= 7-7-0 13-10-020-1-0 27-8-0 7-7.0 6-3-0 6-3-0 7-7-0 Plate Offsets(X,Y)-- [2;0-4-0,0-3-4],[4:0-4-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15' TO 0,79 Vert(LL) -0,0711-12 >999 480 MT20 244/190 (Ground Snow=30 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.0911-12 >999 360 _ BCDL 15.00 Rep Stress Incr YES WB 0.48 Horz(CT) 0.01 7 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) 0.00 10 >999 360 Weight:224 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0,oc purlins; except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12,2-12,2-11,3-11,3-10,4-10,4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0. (lb)- Max Horz 12=-267(LC 12) Max Uplift All uplift 100 Ib or less at joints)except 12=-130(LC 7),11.108(LC 8),8=-120(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 12-697(LC 25),11=1616(LC 25),8=1367(LC 26),7=652(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-354/63,3-15=-355/139,15-16=-355/139,4-16=-357/139,5-18=-281/98, 6-19=-362/112,6-7=-451/120 BOT CHOR D 11-21=-76/384,10-21=-76/384,9-10=-52/331,9-22=-52/331,8-22--52/331,8-23=4/280, 7-23=-4/280 WEBS 2-12--331/168,2-11—643/122,3-11=-882/155,4-8=-606/40,5-8=-810/260 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;.Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 Ib uplift at joint 12,108 Ib uplift at joint 11 and 120 Ib uplift at joint 8. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonooncurrent with any other live,loads.: 8)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. of NEIV Y LOAD CASE(S) Standard �'� O?1AER G �'P< 56306 A�OFESS10 Job cuss t�T ss Type y Harvest Pointe Recreation Bldg 17092219B T36Piggyback Base 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62;Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:14:41 2017 Pae 1 I D:ogGKpPnC6LQWOwLpl CQQmoybhix-uFWcoEeb?ofZ4gOWX4gIZFyOmCoCFmmb4Ku6NyyUoxi 5-9.3 11-2-15 16-5-1 22-3.1228-6-0 i29-9.12 5-9-3 5-5.11 5.2.2 5-10-12 6-2-4 1-3-12 Scale-1:55.8 44= 5x6= 3 16 4 3x10 MT2011S-� 8.00 12 16 195 4x4 4x4cc Q 15 2 W5 6 c5 o 14 20 2 3x8 11 1 3x8 11 7 B Ir 13 21 12 22 11 10 23 9 3x10 MT20HS= 3x8= 3x4= 3x4= 3x8= 28.6-0 i 9.6.0 18-8.8 i 27-11-0 28�1r10 9-6.0 9-2-8 9-2-6 0- 10 0-4.6 Plate Offsets(X Y)-- [3:0-2-0,0-2-31,[4:0-4-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.94 Vert(LL) -0.38 9-10 >878 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.56 9-10 >600 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.07 9 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0310-12 >999 360 Weight:181 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.1 2-0-0 oc purlins(3-4-13 max.):3-4. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. W9:2x6 SP No.2 WEBS 1 Row at midpt 4-12,6-9,2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1474/0-5-4 (min.0-3-12),13.1350/0-6-0 (min.0-3-6) Max Horz 13=-257(LC 7) Max Uplift9=-137(LC 12),13=-98(LC 11) Max Grav9=2399(LC 30),13=2136(LO 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14--434/100,2-16=-2169/305,3-16=-1896/323,3-17=-1460/305,17-18=-1460/305, 4-18=-1460/305,4-19=-2004/329,5-19—2034/309,5-6=-2288/306,6-20=-360/162, ' 7-20=-702/141,1-13=-484/113,7-9=-915/214 BOT CHORD 13-21=-122/1824,12-21=-12211824,12-22=0/1500,11-22=0/1500,10-11=0/1500, 10-23--64/2001,9-23=-64/2001 WEBS 2-12=-424/223,3-12=-44/668,4-10=-75/782,6-10=-565/237,6-9=-2154/138, 2-13=-2273/174 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL;ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat'roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 9 and 98 Ib uplift at jo' 13. OF NEVE/�' 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS , O 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poin o PVIER G Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor .* U LOAD CASE(S) Standard C W ttr 56306 tG� A�OFESSIO�P� Job CussCuss Type Qty Ply Harvest Pointe Recreation Bldg 17092219B T36A Piggyback Base �1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s AAppr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:14:47 2017 Page 1 ID:cgGKpPnC6LQW0wLpi CQQmoybhix-iPut3HjMaePjorrgu KxipWCRpd_KfYsUSGLQbbyUoxc 5.8.0 11-0-9 16-5-1 22-3-12 28.6-0 29-9-12 1 5.8.0 5-4-8 5-48 4 5-10-12 6-2-4 �12 15 16 7 18 6 8.00 12 Scale=1:65.1 _ 3x10 O 195 20 4x4 Q w 3 W 5 6 6 Co oS IV I 21 4x4 11 7 t BED IN 1422 13 23 12 11 24 10 25 9 1 46= 3x4= 4x6= 3x4= 3x4= 46= 7-7-0 16.5-1 20-1-0 28-1-10 2$-8-0 7-7-0 8-10-1 3-7-15 8.0.10 0-46 Plate Offsets(X,Y)-- [2:0-4-0,0-3-4],[4:0-3-0,0-2-31,[5:0-5-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.84 Vert(LL) -0.0811-13 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.11 11-13 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 9 n/a n/a BOLL 16.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) -0.02 13-14 >999 360 Weight:229 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except TOP CHORD Structural wood sheathing directly applied or 5-3-4 cc purlins, except T3;2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 cc purlins(6-0-0 max.):1-4. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 1-14,2-14,2-13,3-13,3-11,4-11,4-10 W9:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0 except(jt=length)9=0-5-4. (lb)- Max Horz 14=-352(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)9 except 14=-181(LC 7),13-121(LC 8),10=-139(LC 12) Max Grav All reactions 250 Ib or less at joints)except 14=688(LC 26),13=1639(LC 26),10=1393(LC 27),9=981(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-354/86,3-17=-333/189,17-18=-334/189,4-18--335/189,6-20--287/119, 6.21=268/147,7-21=-549/126,7-9=-823/204 BOT CHORD 14-22=-143/260,13-22=-143/260,13-23.-105/399,12-23=-105/399,11-12=-105/399, 11-24=-49/391,10-24--49/391,10-25-0/350,9-25=0/350 WEBS 2-14=-326/180,2-13=-647/152,3-13=-875/152,6-10=-827/255,4-10.-614/38 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except(jt-lb) 14-181,13-121,10=139. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points alo F NEW Top Chord and Bottom Chord,nonconcurrent with any other live loads. Y0 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'<� OpIAER LOAD CASE(S) Standard V� LI m2N 4fr �� 6630B AROFESSIO�P� Job tUss Truss Type City Ply Harvest Pointe Recreation Bldg 170922198 T37 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 10 14:14:55 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix•TyNvkOpNi5Qamz4CM04a8CXnmraUXI#IVHtt8yUoxU 6-6-15 , 12-10.7 14-9-9 21-6.0 , 28-6-0 29-9-12 6-8-15 6-3.7 1.11-2 6-8-7 6-11-15 1-3-12 4x12 MT20HS= 5x12 MT18H= Scale=1:59.5 3 3x10 MT20HS,�, 18 8.00 12 16 5 4x6 19 2 15 4x4 W 6 0 d 14 20 46 11 1 5x6 11 7 BIN 13 21 12 22 11 10 23 9 3x10 MT20HS= 3x8= 3x4= 3x4= 3x8= 28.6.0 9-6.0 , 18.8.8 , 27.11.0 28,1x10 9-6-0 9.2.8 9-2.8 0.4.6 Plate Offsets(X,Y)-- [3:0-8-8,0-1-121,[4:0-8-8,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.38 9-10 >877 480 MT20 244/190 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.56 9-10 >601 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0,08 9 n/a n/a MT18H 197/144 BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0310-12 >999 360 Weight:189 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2;2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-9-14 max.):3-4. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 4-12,6-9,2-13 W9:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1474/0-5-4 (min.0-4-1),13=1350/0-6-0 (min.0-3-10) Max Horz 13=-282(LC 7) Max Uplift9—146(LC 12),13=-108(LC 11) Max Grav9=2572(LC 30),13=2318(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-506/120,2-14=-290/145,2-15=-2452/309,15-`I6=-24141313,3-16=-2148/351, 3-17=-1549/310,4-17=-1549/310,4-18=-2242/358,5-18=-2245/339,5-19=-2296/336, 6-19=-2578/318,6-20=-475/208,7-20=-884/185,1-13=-567/133,7-9=-1073/248 BOT CHORD 13-21=-136/2039,12-21--136/2039,12-22=0/1580,11-22=0/1580,10-11=0/1580, 10-23--47/2198,9-23=-47/2198 WEBS 2-12=-534/2591 3-12=-100/814,4-10=-131/947,6-10=-671/271,6-9=-2210/79, 2-13=-2468/140 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6,0psf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL;ASCE 7-10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16,0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=Ib)9=14 13-108, 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS FF�F ��k 9)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel point 0 P"ER G �6 Top Chord and Bottom Chord,nonconcurrent with any other live loads, �5 e 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor LOAD CASE(S) Standard r' W n tU �2tP t rain" �� 66305 AROF�sSIOX4 OF- russ russ ypT a ty y Harvest Pointe Recreation Bldg 170922198 T37A I„IP 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s per 8 2017 MTek Industries,Inc.Tue Oct 1014:15:00 2017 Page 1 ID:ogGKpPnC6LQWOwLpi CQQmoybhix-gvAonktVWVd2tskzA8ZglgGEgtsHkCPtORn?cYLyUoxP 48.7 9-1-7 13-10-0 , 18-6-9 23-4-8 28-6-0 29-9-12, 48-7 4-4-15 48-9 4-8.9 4-9-15 5-i-7 1-3-12 Scale=1:50.3 4x4= 4x4= 3x4= 3 E7116 1 18175Q 19 50 8.00 12 15 20 3x6 i 4x4 2T W W5 6 01 21 Cbc 14 � r; 4X4 III 2 1 6 3x4 7 PIP 8 1r 13 23 12 24 11 10 25 9 3X6= 3x8= 3x4= 3x8= 3x8= 9-1-7 18-6-9 28.1-10 2$-6 0 9-1-7 9-5-2 9-7-1 0.46 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0,82 Vert(LL) -0.41 10-12 >820 480 ;. MT20 197/144 (Ground Snow=30.0 Lumber DOL 1.15 BC 0,98 Vert(CT) -0.56 9-10 >604 360 TCDL '15.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.06 9 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL). 0.03 10-12 >999 360 Weight:168 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 cc purlins, except BOT CHORD 2x4 SP No.1 end verticals,and 2-0-0 cc purlins(3-11-13 max.):3-5. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. W8:2x6 SP No.2 WEBS 1 Row at midpt 4-12,4-10,2-13,6-9 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=1350/0-6-0 (min.0.3-0),9=1474/0-5-4 (min.0-3-7) Max Horz 13=-220(LC 9) Max Uplift13=-83(LC 11),9—123(LC 12) Max Grav 13=1898(LC 30),9=2174(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 1-14=-339/81,2-15=-1867/286,3-15=-1653/301,3-16=-1 390/286,16-17=-1391/286, 4-17=-1397/285,4-18=-1447/290,18-19=-1445/291,5-19=-1439/292,5-20=-1730/302, 6-20=-1958/286,6-21=•285/113,21-22=-357/97,7-22=-519/97,1-13=-382/92, 7-9=-751/177 BOT CHORD 13-23.-149/1537,12-23=-149/1537,12-24.-97/1706,11-24=-97/1706,10-11=-97/1706, 10-25=-81/1726,9-25=-81/1726 WEBS 2-12=-216/296,3-12=-55/585,4-12=-575/164,4-10—486/170,5-10=-47/612, 6.10=-367/198,2-13=-2014/202,6-9--2007/198 NOTES- i) OTES1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1,60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp,;Ct=1.1;Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 16.0 psf,or 2.00 times flat roof load,pf,23.1 psf on.overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)13 except Qt=1b) 9=123. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/T- .OF NEjW 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points 1 Y� Top Chord and Bottom Chord,nonconcurrent with any other live loads. � ,Ogvk 9)Graphical purlin representation does not depict the size or the orientation'of the purlin along the top and/or bottom chord. Z LOAD CASE(S) Standard a o r � , 0 * S&306 AROFESSIO�P� ob fuss Type Qty 7yiHarvest Pointe Recreation Bldg 70922198 T37B ip Girder �1 ob Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 sApr 8 2017 Welk Industries,Inc.Tue Oct 1014:15:08 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-bSfpTTzXe53kgzaicFpd9ya__Y5$34zJaHi x1 gtyUoxH 5.4-7 10-11-9 16.8.7 22-3-9 25-3-0 28.6.0 29.9-12 5-4-7 5-7-2 5.8-14 5-7-2 2-11-7 3-2-15 1-3.12 Scale=1:50.9 412 MT20HS= 4x4= 3x8= 3x4= 3x4= 8.00 12 2 1h 20 4 15� 21 22 6 23 3x6�� 1 7 W4 W4 Cr C 4x6� 4 24 a 1 3x4 11 L6 8 Bi 9 I 17 26 2716 28 29 15 14 13 30 31 1232 33 11 10 48 11 5x10= 2x4 II 46 3x4= 48= 6x6= 5-4.7 10-11-9 16.8.7 22-3.9 , 28-1-10 2$4-0 5.4.7 5-7-2 5. 5-7-2 5.10-1 0 46 Plate Offsets(X Y)-- [1:0-3-0,0-1-81,[6:0-8-8,0-1-121,[10:0-1-12,0-0-01,[11:0-3-0,0-3-121,[11:0-2-8,0-0-0],116:0-4-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.97 Vert(LL) -0.1513-15 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC - 0.69 Vert(CT) -0.2213-15 >999 360 MT20HS 148/108 TCDL 15.0BOLL 10.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0912-13 >999 360 Weight:191 Ib FT-40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals,and T4;2x4 SP No.2 or 2x4 SPF No.2 2-0.0 oc purlins(2-10-2 max.):2-6. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16,5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 17=1394/0-6-0 (min,0-3-2),11=1532/0-5-4 (min,0-33) Max Horz 17=-154(LC 88) Max Upliftl7=-679(LC 6),11=-657(LC 5) Max Grav 17=1991(LC 108),11=2034(LC 104) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18--2386/877,2-18=-2282/894,2-19=-1915/760,19-20=4916/760,3-20=-1922/760, 3-4=-3223/925,4-21=-3223/925,5-21=-3223/925,5-22--2069/810,6-22=-2063/810, 6.23=-2436/957,7-23=-2494/943,8-24=-298/102,1-17.-1901/695,8-10=-519/138 BOT CHORD 17-26=-131/276,26-27=-131/276,16-27=-131/276,16-28--924/3179,28-29.-924/3179, 15-29=-924/3179,14-15=-924/3179,13-14=-924/3179,13-30=-912/3223,3031=-912/3223, 12-31=-912J3223,12-32=-588/1761I 32-33=-588/1761,11-33--588/1761' WEBS 2-16=-434/953,3-16=-1737/276,3-15=0/316,5-12=-1621/227,6-12=-433/990, 7-12=-258/596,7-11=-2253/808,1-16=-744/1996 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.Ih Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b)17=6 11=657. pF NEW 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI�P 1� )'� 9)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel porn ; 6 P►�ER G Top Chord and Bottom Chord,nonconcurrent with any other live loads. Q�5 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chorr �y 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)283 Ib down and 388 �atf 139 Ib down and 205 Ib up at 6-9-4,and 139 Ib down and 205 Ib up at 20-10-12,and 283 Ib down and 388 Ib up at 2`+t0 12 , Of bottom chord, The design/selection of such connection device(s)is the responsibility of others. n 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �@fl�� ildard 5630125 AROFESSIO�A�. Job tosstusT sType (qty y Harvest Pointe Recreation Bldg 170922196 T37B Hip Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mr rek Industries,Inc.Tue Oct 10 14:15:09 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-3eDBgp_9POBbR79vAyKsi969HURIpPZjWhgaMKyUoxG LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1,15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-76,2-6=-76,6-8=-76,8-9=-76,10-17=-20 Concentrated Loads(lb) Vert:27=3(F)28=-54(F)31=-54(F)32=3(F) ®F NEW &VAER 56308 V� AR�FESSI( Job tuss russType cry y Harvest Pointe Recreation Bldg 170922196 T38 Jack-Open 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:15:11 2017 Pae 1 ID:cgGKPPnC6LQW0wLp1 CQQmoybhix-?1 Ky5UOPxORJhRIHINMKnaBfAICCHUNOz?9hRCyUoxE -1-3-12 2-8-0 1.3-12 2.8.0 Scale=1:29.7 2x4 11 3 7 15.00 12 6- WO 3x10LC 1 Cr 2 W1 2 1 5 M 8 4 2x4 11 3x4= 4-1 248.0 41 2-3-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IB02015/TP12014 Matrix-P Wind(LL) -0.00 5 >999 360 Weight:26 lb FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No,3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wl:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=267/0-4-8 (min.0-1-8),4=71/Mechanical Max Horz 5=149(LC 11) Max Uplift4=-185(LC 11) Max Grav5=319(LC 25),4=242(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-296/84 BOT CHORD 5-8=-297/91,4-8=-297/91 WEBS 2-4=-119/390 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&M W FRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)4=185. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard SOF NEW y,'OPHERG ,�'A•r 6630E v� A�OFESSI0,14P �� NsT s Truss Type ty y Harvest Pointe Recreation Bldg 170922196 T38A Halt Hip 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 10 14:15:15 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-uoaSxs3w_Exl92c2XDRGxQMNvdhDlzbud7vazyUoxA 1-3112 2-3-12 -8- 1-3.12 2-3-12 .4- 2x4 11 Scale=1:27,5 3 7 15.00 12 6 3x10// VVI N O 2 W1 cc 2 i B1 5 8 4 2x4 11 44= -4-1 2-3-12 -8- 4.1 1-11-0 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.40 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 ' (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT), -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0,08 Horz(CT) -0.00 4 n/a nla BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 ""' 360 Weight:28 lb FT=4% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1;2x6 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation nide. REACTIONS. (Ib/size) 4=14/Mechanical,5=267/0-4-8 (min.0-1-8). Max Horz 5=206(LC 8) Max Uplift4=-368(LC 8),5=-83(LC 7) Max Grav4=295(LC 42),5=358(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-318/97 WEBS 2-4=-144/260 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h-24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed.;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2,00 times;flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s).5 except Qt=1b)4=368. 7)This truss is designed in accordance with the 2015 International Building'Code section 2306.1 and referenced standard ANSVTPI 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 Ib down and 197 Ib up at 2-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F),or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=115,Plate Increase=1.15 F NE Uniform Loads(plf) Vert:1-2=-76,2-3=-76,4-5=-20 co GOPHER Concentrated Loads(lb) N Vert:4=57(B) vZ� • C1 66306 Q, AROPESSto�P� Job toss rust IW9 y Harvest Pointe Recreation Bldg 170922198 T39 Diagonal Hip Girder 127 IJob Reference(optional) Universal Forest Products,5631 S_NC 62,Burlington,NC 8.030 s Apr 6 2017 MiTek Industries,Inc.Tue Oct 1014:15:19 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-mZpznD6R2TRAefwgm3VC6GXuNwwg92eBpE56ilyUox6 -2-9-8 4.9.3 2-9-8 4-9.3 4x6 i Scale=1:26.7 3 7.06F1_2 8 7 5x6 11 1 W 2 W1 1 B1 Lj 6 9 10 4 4x6= 5 2x4 I I 0.8-11, 4-9.3 0.8-11 4-0-8 Plate Offsets(X,n.-- [3:0-2-14,0.2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.87 Vert(LL) 0.01 4-5 >999 480 MT20 244/190 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.36 Vert(OT) 0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0,00 4 n/a n/a BOLL 1010 Code IBC2015/TP12014 Matrix-S Wind(LL) -0,00 4-5 >999 360 Weight:49 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 0o purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3"Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W1:2x6 SP No,2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=-122/Mechanical,5=713/0-9-9 (min.0-1-8) Max Horz 5=223(LC 8) Max Uplift4_235(LC 15),5_127(LC 9) Max Grav4=156(LC 25),5=791(LO 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-293/127,2-7=-52/409,7-8=-49/412,3-8=-47/450 WEBS 3-6=-559/123 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.9 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)4=235, 5=127. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI'1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 Ib down and 15 Ib up at -2-9-7, and 24 Ib down and 92 Ib up at 1-3-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard F NE 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 _(� R/ 0, '0 Uniform Loads(plf) CO , pHER G , Vert:1.2=-76 Concentrated Loads(lb) o Vert:i=-100(F) Trapezoidal Loads(plf) r Vert:2=-5(F=36,B=36)-to-3=-91(F-7,B=-7),6=-0(F=10,B=10)-to-4=-24(F=-2,B=-2) na'y^ � [Lk 06306 v� AROFESSlO��` ob Truss Truss Type �Z�ty 1"P y Harvest Pohite Recreation Bks 17092219B T40 Jack-Open Supported Gable 2 1 Job Reference(optional) Universal Fwesl Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi rek Industries,Inc.Tire Oct 1014:15:22 2017 Page 1 ID:cgGKpPnCGLQWOwLp1CQQmoybhix-B8V6PF8JLOgIV7eORB3vkv9YNk OMURdVCKnK4yUox3 -1-3-12 2-3-13 1-3-12 2-3-13 2x4 I I Scale=1:16.6 3 7 8.00 ri2 6 3x6 i Ti W3 2 Wi W2 1 B1 5 8 4 2x4 11 3x4= I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.00 1 n/r 180 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.01 1 n/r 80 TCDL 155.0.0 Rep Stress incr YES WB 0.03 Horz(CT), -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:15 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=249/2-3-13 (min.0-1-8),4=58/2-3-13 (min.0-1-8) Max Horz 5=103(LC 8) Max Uplifts-34(LC 11),4-51(LC 8) Max Grav5=31 O(LC 25),4-235(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5--2901111 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6,0psf;BCDL=6.Opsf;h-24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard of:NEW r R Gj `SR ?HEOs r cc C) 56300 V� A�OFESSIOAP P1001Trussruss metyy Haryest Pointe Recreation Bldg 221sB �T41 Common 1 Job Reference{optional) Universal Forest Products,56318.NC 62,Burlington,NC 8.030s8 8 2017 Mi Industries,Inc.Tue Oct 1014:15:25 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-bjBE1 HABeJCKMaNz6JccLXnyjxsRZpd4BAYRxOyUoxO 7-0-0 14.0-0 7-0-0 7-0-0 Scale-1:32.4 8.00 12 8 9 7 10 �i 4x4 4x4 Q 3 1 11 6 12 6 3x10= 43x4= 3x4= 7-0-0 14-0-0 7.0.0 7-0.0 Plate Offsets(X Y)-- [1;Edge 0.1-121,[3:Edge,0-1-121,[4:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.75 Vert(LL) -0.17 5-6 >954 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.22 5-6 >752 360 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.00 5 >999 360 Weight:74 Ib FT-40/* LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-0'oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=659/0-8-14 (min.0-1-8),4=659/0-8-14 (min.0-1-8) Max Horz 6=165(LC 8) Max Uplift6=-53(LC 11),4=-53(LC 12) Max Grav6=698(LC 20),4=698(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-687/104,7-8=-564/105,2-8=-506/127,2-9=-506/127,9-10=-564/105,3-10_687/104, 1-6=-598/128,3-4=-598/128 BOT CHORD 6-11--1721279,5-11=-1 72/279 WEBS 1-5--311386,3-5=-33/387 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1,60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4. 5)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 6)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEIry'1- _,,OPNER G t� 66306 AROFEss�o�P� Job Truss Truss Type Qty �ly arvest Pointe Recreation Bldg170922198 T42 COMMON 10 II 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Iixlusiries,Inc.Tue Oct 1014:15:28 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-?ISN(ID4wEavD26YnSAJzAPSh9vcmAXWt8n5WiyUowz -1-11.12 7-0.0 14-0-0 15-11-12 1.11-12 7-0-0 7-0.0 1-11-12 Scale=1:32.4 10 11 8.00 12 9 12 3x10 3x10 2 4 W1 W1 5 � 8 137 14 DLIJ 3x4= 3x8= 6 3x4= 4- 7-0-0 13-7-10 14-OTO -4 6-7-10 6-7-10 -4- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 _ TC 0.83 Vert(LL) -0.16 7-8 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.20 7-8 >808 360 TCDL 15.0 Rep Stress Incr YES WB 0.12 .. Horz(CT) 0.00 6 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S, Wind(LL) 0.00 7 >999 360 Weight:75 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Wi:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 8=820/0-5-4 (min.0-1-8),6=820/0-5-4 (min.0-1-8) Installation guide. Max Horz 8=-203(LC 9) Max Uplift8_101(LO 11),6=-101(LC 12) Max Grav8=847(LC 21),6=847(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-646/101,9-10=-514/104,3-10=491/124,3-11--491/124,11-12--515/104, 4-`12=-6461101,2-8=-759/227,4-6=-759/227 BOT CHORD 8-13=-191/311,7-13--191/311 WEBS 2-7=-501353,4-7=-52/356 NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6,Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(lt=1b)8=101, 6=101. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSl1TPI 1, 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard SOF NcW COpFtERG, 56308 tG� ARO SSto�P� Job russ 'TIUSs ype ly Harvest Pointe Recreation Bldg 17092219B T42GE GABLE �1� 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:15:33 2017 Page 1 ID:cgGKpPnC6LQW0wLp1CQQmoybhix-MFgGj0HDInnCBKp_Wa?nnUgD610AcPRR1 F1QUsCxyUowu 1-11-12 7-0-0 _ 14.0.0 _, 15-11-12 t-11-12 7-0-0 7.0.0 1-11-12 Scale=1:32.4 25 26 7 27 8.00 12 23 24 5 28 4 8 22 29 9 46 46 3 T T 30 21 10 2 T T W1 T T W1 Oi 11 Li 20 32 33 34 18 17 16 3J 1 36 5 14 37 13 31 19 38 12 3x6= 3x6= 4- 7-0.0 13-7-10 1 0 0 4 6-7-10 6-7-10 4 Plate Offsets(X Y)-- [2:0-1-5,0-2-01,[10:0-1-5,0-2-0],[12:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.89 Vert(LL) -0.11 14-15 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.18 15 >917 360 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 12 n/a n/a BOLL 10.0 BCDL 10,0 Code IB02015/TP12014 Matrix-R Wind(LL) 0.11 17-18 >999 360 Weight:84 Ib FT=40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 20=82010-5-4 (min.0-1-8),12=820/0-5-4 (min.0-1-8) Max Horz 20=-203(LC 9) Max Uplift20=-101(LC 11),12=-101(LC 12) Max Grav20=847(LC 21),12=847(LC 22) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-681/72,3-21=-667/76,3-22--588/76,4-22=-552182,4-23=-535/120,23-24=-479/122, 5-24=-479/128,5-25=-479/176,6-25=-450/183,6-26=-450/183,7-26=-479/176, 7-27=-479/128,27-28=-479/122,8-28=-534/120,8-29=-552/82,9-29=-588/76, 0_30=-667176,10-30=-681f72,2-20=-742/205,10-12=-7421205 BOT CHORD 20-31=0/451,19-31-0/451,19-32=0/451,18-32=0/451,18-33=0/451,17-33=0/451, 17-34-0/451,16-34=0/451,16-35=0/451,15-35=01451,15-36=0/451,14-36=01451, 14-37=0/451,13-37=0/451,13-38=0/451,12-38=0/451 WEBS 6-16=-105/296 NOTES- 1)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design, 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. F NEW 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt= $ Yo 12=101. .'OpHER G 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard S `�, r 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p �tts Top Chord and Bottom Chord,nonconcurrent with any other live loads. w LOAD CASE0S) Standard � 56306 �? A'�'OFESSION�'�' Job toss ]TPIPG oss ype ty y Harvest Pointe Recreation Bldg 17092219B44 GYBACK BASE 1 1 ,Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Welk Industries,Inc.Tue Oct 1014:15:38 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhlx-lDT9mjKLalrUQatTNYLfNHp71 BF06VQ_BiCdt8yUowp 7-10-7 , 15-5-5 , 20-11-7 , 26-9-0 7-10-7 7-6-15 5-6.1 5-9-9 6.56 12 14 15 16 5 11 Scale=1:49.4 3x10 MT20HS i 13 412 3x6 3 3 W5 ' 4 4x4 2 W2 4x4 1 1 17 11 18 10 9 19 8 4x8 11 3x10 MT20HS= 2x4 11 4x4= 3x8= 7-10.7 , 17-1-15 , 26-9-0 7-10-7 9.3-8 9-7-1 Plate Offsets(X,Y)-- [1:0-6-2 Edgel,[5:0-3-12,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.43 8-9 >739 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0,62 8-9 >513 360 MT20HS 187/143 BOLL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0,07 8 n/a. n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.06 8-9 >999 360 Weight:171 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3;2x4 SP No.1 2-0-0 oc purlins(5-2-5 max.):5-7. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,3-9,5-9,6-8 SLIDER Left 2x6 SP No.2 4-6-1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1280/0-3-0 (min.0-2-12),1.1280/0-6-0 (min.0-3-1) Max Horz 1=345(LC 8) Max Uplift8=-181(LC 8),1=-I 26(LC 11) Max Grav 8=1 748(LC 25),1=1965(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2921/245,2-3=-2450/276,3-4=-1536/216,4-12--1334/228,12-13=-1271/233, 5-13=-1 242/255,5-14=-1080/264,6-14=-1080/265,7-8=-336/88 BOT CHORD 1-17=-244/2315,11-17=-244/2315,11-18=-244/2315,10-18=-244/2315,9-10=-244/2315, 9-19=-178/851,8-19=-178/851 WEBS 3-11=0/372,3-9=-1382/246,6-9=-6311019,6-8=-1572/205 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,0psf;h-24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding., 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)8=181, 1=126, 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict,the size or the orientation of the purlin along the top and/or bottom chord. OF NZW), LOAD CASE(S) Standard �'�� GOPHER O 0 o S6308 � V� ARo SS►oN�' Job cuss Truss Type Qty 7yHarvest Pointe Recreation Bldg 170922198 T44A Piggyback Base 1 b Reference(optional) universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Ar 8 2017 MTek Industries,Inc.Tue Oct 1014:15:43 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-36G2pR000rTmWLIRA5xg4KW__nCyZnmgiKzvOYMyUowk M 7-10-7 15.5-5 20-11-7 26-9.0 1.3-12 7-10-7 7-6-15 5-6-1 5-9-9 5x6 G 3x4 11 Scale=1:65.7 3x4= 6.56 12 6 15 16 17 8 3x4 14 13 3x6 i 5 4 3 W5 4 44 3 W2 4x4 IVI1 2 1 18 12 19 11 10 20 199 4x8 II 2x4 11 3x10 MT20HS= 44= 3x8= 7-10.7 17-1-15 26-9-0 7-10-7 9-3.8 9-7-1 Plate Offsets(X,Y)-- [2:0-6-2,Edge),[6:0-3-12,0-2-121 LOADING(psf! SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.43 9-10 >739 480 MT20 244/190 (Ground Snow-30,O) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.62 9-10 >513 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 9 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.06 9-10 >999 360 Weight:173 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(5-2-5 max.):6-8. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,4-10,6-10,7-9 SLIDER Left 2x6 SP No.2 4-6-1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1277/0-3-0 (min.0-2-12),2=1382/0-6-0 (min.0-3-6) Max Horz2=348(LC 8) Max Uplift9_181(LC 8),2=-154(LC 11) Max Grav9=1746(LC 26),2=2161(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2903/241,3-4=-2431/271,4-5=-1530/214,5-13=-1328/227,13-14=-i 266/232, 6-14=-1237/254,6-15=-1076/263,7-15--1075/263,8-9=-336/88 BOT CHORD 2-18=-243/2293,12-18=-243/2293,12-19=-243/2293,11-19=-243/2293,10-11=-243!2293, 10-20=-178/850,9-20.-178/850 WEBS 4-12=0/371,4-10=-1360/243,7-10=-62/1015,7-9=-1570/205 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except(jt=1b)9=181, 2=154. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points alo. - F NEW Top Chord and Bottom Chord,nonconcurrent with any other live loads. -(�G Y 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'�P Q9 ER G i��Q� LOAD CASE(S) Standard V� . E: LU �� . c r �� $6306 tp= V An1OFESSO, Job cuss Truss Type Qty Ply Harvest Pointe Recreation Bldg 170922196 T45 Piggyback Base 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 sApr 8 2017 MTek Industries,Inc.Tue Oct 1014:15:512017 Pa e 1 - ID:cgGKpPnC6LQWOwLplCQQmoybhix-gil3UAWWITeUmM en4iPOsLCQhbfOwvADipquyUgowc -1.3.12 2.3-0 4-6-0 9-11-11 15-5-5 22-6-0 26-9-0 1-3-12 2-3-0 2.3-0 5-5-11 5.5.11 8 7-0-11 9 4-3-0 175ZI [3:21 5F1 8.56 12 5Y = Scale:1/4".1' 23 24 Zb 3x6 i 22 2 3x6 7 6 WB 9 21 W6 11 6x8 205 W4 6x12� 4x8 G 4 33 8x 7 13 ccccvvvv 1 28 16 29 15 14 30 0 1 2 7x16 MT18H= 4x8= 4x4= 3x4= 86ffd 26N 4x811 19 27 18 12 31 11 2x4 11 5x6= 2x4 I I 3x6 2.3.0 46-0 9-11-11 15-5-5_ 22-6-0 26.9-0 2-3-0 2-3-0 5-5-11 5-5-11 7-0-11 4-3-0 Plate Offsets(X,Y)-- [2:0-6-2,Edge],[8:0-3-0,0-1-14],[13:0-2-12,Edge],[16:0-3-8,0-2-0] LOADING(pso SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.94 Vert(LL) -0.4616-17 >693 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.7216-17 >441 360 MT18H '244/190 TCDL 15.0 Rep Stress Incr YES WB 0,84 Horz(CT) 0.51 11 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.2016-17 >999 360 Weight:180 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD,2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3;2x4 SP SS,T1:2x4 SP No.1 2-0.0 oc purlins(4-9-4 max.):8-10. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: B2,B3:2x4 SP SS,B5:2x4 SP No.3 1 Row at midpt 9-13 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 10-11,6-15,8-13,5-16 W11,W4:2x4 SP No.2 or 2x4 SPF No.2,W3:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-8-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=1277/0-3-0 (min.0-2-12),2-1382/0-6-0 (min.0-3-6) Max Horz 2=348(LC 8) Max Upliftl 1=-181(LO 8),2=-154(LO 11) Max Grav 11=1 746(LC 26),2=2161(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2768/215,3-4=-2626/227,4-20=-7879/763,5-20=-7823/769,5-21=-3520/330, 6-21=-3363/348,6-7=-2008/252,7-22=-1817/265,8-22.-1785/281,8-23=-905/208, 23-24=-904/208,9-24=-904/208,9-25--881/205,10-25=-881/205,10-11=-1698/221 BOT CHORD 2-26=-269/2080,19-26=-269/2080,19-27--271/2088,18-27 271/2088,17-18 213/1727, 5-17=-243/2378,17-28=-82917428,16-28=-829/7428,16-29--344/2985,15-29=-344/2885, 14-15=-249/1540,14-30=-249/1540,13-30=-24911540,9-13==1017/205 WEBS 6-15=-1773/27118-15=-7511261,8-13=-1174/130,10-13=-245/1782,4-17=-723/6583, 4-18=-2378/319,6-16=-39/940,5-16=-45011588 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20,0 psf or.2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. F NE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-1 2=154 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard SS3 . 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po' g Top Chord and Bottom Chord,nonconcurrent with any other live loads. Ql 10)Graphical purlin representation does not depict the size or the orientation'of the pu'rlin along the top and/or bottom chor 1_ W n tv LOAD CASE(S) Standard 56306 AR�PESS)O't" Job Cuss I russ I ype ty Ply Harvest Pointe Recreation Bldg 170922198 T45A Half Hip 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Weir IndusM- Inc.Tue Oct 1014:15:57 2017 Page 1 - ID:cgGKpPnC6LOWOwLp1C0Qmoybhix-ft6LIDZG58EnCVg7 113 6eH5Myr1534ynY9I72YyUowW 1-3-12 2-412 46-0 9-10-8 15-2-15 22.6.0 26-9-0 1-3-12 2-412 2-1-4 5-4-8 5-4-8 7-3.1 4-3-0 8 6.56 F126 24 25 26 kcal =1:47.4 23 I 3x6 3x6 i 22 W8 7 6 21 W6 9 1 V 11 0 5x8 d' 5 8x12% 20 W4 4x8-5�- 4 3 3 7 13 8x 1 29 16 15 14 30 0 2 _ o 1 7x16 MT18H= 4x8— 3x10 MT20HS= 4x4= N 4x811 27 19 28 18 12 31 11 2x4 11 5x6= 2x4 11 3x6= 2-412 46-0 9-10-8 15-2-15 , 22-6-0 26-9-0 21 4.12 2-1-4 5-4.8 5.4.8 7-3.1 4-3.0 Plate Offsets(X Y)-- [2:0-6-2 Edge],[8:0-3-0,0-1-0],[13:0-2-12,Edge] 116:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) ,-0.44 16-17 >723 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.69 16-17 >459 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.49 11 n/a ' n/a MT18H 244/190 BCLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.19 16-17 >999 360 Weight:196 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except T3;2x6 SP No.2 end verticals,and 2-0-0 oc purlins.(5-1-1 max.):8-10. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 131,66;2x4 SP No.2 or 2x4 SPF No.2,135:2x4 SP No•3,134:2x4 SP No.1 7-5-15 oc bracing:16-17 WEBS 2x4 SP No.3*Except* 6-0.0 oc bracing:11-12. W3:2x4 SP SS 1 Row at midpt 9-13 SLIDER Left 2x6 SP No.2 1-7-15 WEBS 1 Row at midpt 7-14,8-13 2 Rows at 1/3 pts 10-11,5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb(size) 11-1277/0-3-0 (min.0-2-12),2-1382/0-6-0 (min.0-3.6) Max Harz2=333(LC 8) Max Uplift11=-178(LC 8),2=-1 54(LC 11) Max Grav 11=1758(LC 26),2=2153(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-3=-2768/219,3-4=-2629/231,4-20=-7859/757,5-20=-7806/764,5-21=-3522/333, 6.21=-3368/335,6-7=-3214/351,7-22=-2037/257,22-23=-1994/269,8-23=-1825/284, 8-24=-959/210,24-25=-960/209,9-25=-968/209,9-26=-943/206,10-26=-943/206, 10-11=-1714/217 BOT CHORD 2-27=-261/2083,19-27=-261/2083,19-28=-263/2090,18-28--263/2090,17-18--231/1921, 5-17 239/2374,17-29=809/7337,16-29—809/7337,15-16--339/2992,14-15 339/2992, 14-30=-24711590,13-30=-247/1590,9-13=-1065/214 WEBS 7-16=-39/935,7-14=-1722/261,8-14=-70/1234,8-13_1170/129,10-13=-248/1838, 4-17=-713/6579,4-18=-2529/3261 5-16=-4404/572 NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg=30.0 psf(ground show);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. OF NE y� 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs YD non-concurrent with other live loads. , 09" F?c �f 5)Provide adequate drainage to prevent water ponding. Q�S� 6)All plates are MT20 plates unless otherwise indicated. Z 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep fit= ful 1 2-154. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard rP ' 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel port ord page Bottom Chord,nonconcurrent with any other live loads. Cont�i�uecl 66306 v ROFESS01 Joh— hisssS ype Qty y Harvest Pointe Recreation Bit 70922198 T45A TZ Hip �1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 a Am 8 2017 MITek Industries,Inc.Tue Oct 10 14:15:57 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-ft6LIDZG58EnCVg7 1 B6eH5Myrl534ynY9172YyUowW NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard '(SOF NEw OppHER0 r C n � - 66305 v� A �FESS1oNA Job Cuss Cuss ype ty y Harvest Pointe Recreation Bldg 1 17092219B T456 Half Hip ^� 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 6 2017 Mrrek Industries,Inc.Tue Oct 1014:16:04 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhuc-yD1_DINS[6oYasTu?plQmuaKfAmCHPp91V?oeyUowP 1-3.12 2-4.12 4 6.0 8-7-13 12.9-11_ 17-7-13 22-6-0 26.9.0 1-3 2-4-12 2.1-4 4-1-13 4.1-13 410.3 4-10-3 43-0 6.56 12 3x4= 2x4 11 4x6 kale=1:47.3 8 25 9 27 3x4 5x 7 24 8x8 G 6W7 23 22 6 9 2x4 II 11 5 4 \ rZ. 4x10 i 21 4x6 4 83 3 8 14 8x 1 7x14 MT20HS=31 17 32 16 15 33 2 3 3x4= EEI N 1 4x4= 3x6= 4x811 29 20 3o 19 13 34 12 6x6= 3x4 11 20 11 3x6= 2-412 46-0 10-6-0 17-7-13 22-6.0 26-9.0 2-4.12 2-1-4 6-0-0 7-1-13 410.3 43-0 Plate Offsets(X,Y)-- (2:0-6-2,Edge],[6:0-3-8,Edge],[14:0-2-12,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.3917-18 >819 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0,6517-18 >492 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.42 12 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.18 17-18 >999 360 Weight:176 Ib FT-40/6 LUMBER. BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except Ti:2x4 SP SS end verticals,and 2-0-0 oc purlins(3-1-2 max.):8-11. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3:2x4 SP No,1,135:2x4 SP No.3 6-0-0 oc bracing:12-13. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 11-12,9-14 W3:2x4 SP No,2 or 2x4 SPF No.2,W2,W4:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-7-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1277/0-3-0 (min.0-2-15),2=1382/0-6-0 (min.0-3-3) Max Horz 2=286(LC 8) Max Uplift12=-184(LO 8),2=-143(LC 11) Max Grav 12-1889(LC 26),2=2035(LC 27) FORCES.' (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2636/231,3-4=-2500/244,4-21=-7410/696,5-21=7338/701,5-22=-7571/765, 22-23=-74531767,6-23=-7335/780,6-7=-2881/359,7-24=-2732/369,8-24=-2690/380, 8-25=-1977/298,9-25=-1982/297,9-26=-1 196/205,26-27.-1196/205,10-27.-1196/205, 10-28=-1187/203,11-28=-1 187/203,11-12=-1841/228 BOT CHORD 2-29=-260/1984,20-29=-260/19845 5-18=-370/101,18-31=-390/3075,17-31--390/3075, 17-32—298/1894,16-32—298/1894,15-16=-280/1977,15-33--280/1977,14-33=-280/1977, 10-14=-692/141 WEBS 4-20=-1911/280,18-20=-341/2579,4-18=-491/4469,6-18=-504/4423,6-17=-1343/243, 8-17=-1 37/1476,8-16--522/148,9-16=0/606,9-14=-1149/134,11-14=-245/1993 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat,II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. OF NEW 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except '- B IER G 2=143. �- 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard I CI . 9)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel po is 16hg Top Chord and Bottom Chord,nonconcurrent with any other live loads. C W 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor Rt LOAD CASE(S) Standard �� *S630B 0a � V� AROFESSIONA oTruss Truss ypey Harvest Pointe Recreation Bldg 170922198 T450 Halt Hip �1 I Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:16:17 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-41Kvy3ppOHlybaLz9EYpSVwgwa417Ok8G8BIOyUowC 1.3.12, 2-4-12 46-0 7-5-3. 10.4-6 16-5.3 22.6-0 26-9-0 —1-3-12' 2-4-12 r 2-1-4 2-113 2-11.3 6-0.13 6-0-13 4.3-0 Scale=1:47.3 5x6= 3x10 MT20HS= 3x4= 24 II 5x6= 7 8 25 9 1 5x8� 24 6.56 12 6 W7 23 10x12= 9 2� 11 v 4x10% 21 4 46 4 3 2 8 14 8x8— 1 30 17 31 16 15 0 1 2 3 4x4ow = 3x4= 46= N 3x8 II 20 29 19 13 32 12 60= 3x4 I I 2x4 11 3x4= L 2-4-12 4 6-0 10.4.6 16-5-3 22-6-0 26-9-0 r 2.412 1 2-1-4 5-10-6 6-0-13 6-0-13 4-3-0 Plate Offsets(X,Y)-- [2:0-6-2,Edge1,[5:0-1-12,0-0-151,15:0-4-12,0-5-01,[6:0-4-0,0-1-121,[14:0-2-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.79 Vett(LL) -0.3017-18 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0,96 Vert(CT) -0.5417-18 >596 360 MT20HS 1871143 TCDL 155.0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.39 12 n/a n/a BCDL 10,0 BCDL 10,0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.1717-18 >999 360 Weight:184 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' end verticals,and 2-0-0 oc purlins(2-7-15 max.):7-11. B3,134:2x6 SP No.2,B5:2x4 SP No.3,B6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No,3*Except* WEBS 1 Row at.midpt - 11-12,9-14 W2:2x4 SP No.1,W4,W9:2x4 SP No.2 or 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-7-15 be installed during truss'erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1277/0-3-0 (min.0-2-6),2=138210-6-0 (min.0-3-0) Max Horz 2=235(LC 10) Max Upliftl2=-1 89(LC 8),2=-127(LC 11) Max Grav 1 2=1 997(LC 26),2=1895(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2418/250,3-4=-2285/253,4-21=-7159/752,21-22--70681753,5-22=-7057/756, 5-23=-693717621 6-23=-6849/774,6-24=-3087/365,7-24=•3031/380,7-8=-3084/375, 8-25=-3083/374 9-25=-3083/374,9-26=-1758/230,10-26=-1758/230,.10-27=-1729/226, 11-27=-17291226,11-12=-19481229 BOT CHORD 2-28=-253/1816,20-28=-25311916,18-19=0/252,18-30=-464/3306,17-30.-464/3306, 17-31=-354/2691,16-31--354/2691,15-16=-376/3083,14-15--376/3083,10-14=-7811153 WEBS 4-20=-1779/280,18-20=330/2340,4-18—555/4420,6-18=-413/3682,6-17—1336/202, 7-17=-63/1134,7-16=-380/472,9-16--174/415,9-14=-1 575/172,11-14=-280/2441 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding, 6)All plates are MT20 plates unless otherwise indicated, 7)2r 12de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b L p 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard At�l Op"ER G �Q� 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi sed Top Chord and Bottom Chord,nonconcurrent with any other live loads. IAIz 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor,. o LOAD CASE(S) Standard 0 LU � 56308 A�O SStO�P� ob �Qty Ply Hary I Pointe Recreation Bldq Tru 170922198 T 5D H MP�e 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 10 14:16:23 2017 Pape 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-uthAC61az7W5KVp71jVfDimAgUJd69gWcXCbVz1 yUow6 1-3-12 2-4 12 46-0 7-11-2 12-9-7 17-7-11 22-6-0 _ 26-9-0 1-3-12 2-4-12 2-1-4 3-5-2 410-5 410-5 — — 410-5 43-0 Scale=1:47.3 8x8= 8x8= 3x8= 2x4 II 4x10= 8 rzg5 7 8 E7 C;Zj9 61 6.56 1223 48 W6 5 6x10 i 11 d 46 i 4 4h 213 3 8 13 10x1 1 31 i7 16 32 15 33 14 34 d 1 2 7x16 MT18H= 5x8= 3x10= 2x4 11 N 3x6= 3x811 29 20 30 19 12 35 11 2x4 I I 5x6= 2x4 I I 3x8= 2-4-12 46-0 7-11-2 12.9-7 17-7-11 22-6-0 26-9-0 2.412 2-1-4 3-5-2 4.10-5 4-10-5 4-10.5 4.3-0 Plate Offsets(X,Y)-- [2:0-6-2,Edge],[4:0-3-4,0-3-0],[6:0-4-11 Edge],[7:0-4-0,0-4-81,[13:0-5-8,0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL- 1.15 TO 0.85 Vert(LL) -0,38 15 >849 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.59 15 >540 360 MT18H 244/190 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0,48 11 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.17 15 >999 360 Weight:189 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-1 oc purlins, except Ti;2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-9-9 max.):6-10. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP SS,B3:2x6 SP DSS,B5:2x4 SP No.3,B4:2x6 SP No.2 9-7-1 oc bracing:17-18 WEBS 2x4 SP No.3`Except' 2-2-0 oc bracing:14-15. W9;2x4 SP No.2 or 2x4 SPF No.2,W3:2x4 SP No.1 WEBS 1 Row at midpt 8-13,10-11 SLIDER Left 2x6 SP No.2 1-7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1382/0-6-0 (min.0-2-11),11-1277/0-5-8 (min.0-3-4) Max Horz 2=180(LC 10) Max Uplift2=-105(LC 11),11=-191(LC 8) Max Grav2=1732(LC 27),11-2082(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21—2238/246,3-21=-2199/255,3-4=-2180/259,4-22=-7196/759,5-22=-7173/764, 5-23=-4364/451,6-23=-4329/462,6-24=-5091/537,24-25=-5091/536,7-25=-5099/536, 7-26=-5090/534,8-26=-5090/534,8-27=-2815/295,9-27=-2815/295,9-28=-2764/293, 10-28=-2764/293,10-11--2027/229 BOT CHORD 2-29=-238/1741,20-29=-238/1741,20-30=-242/1751,19-30=-242/1751,18-19=-21611627, 5-18=-247/2021,18-31—802/6411,17-31=-802/6411,16-17.-451/3826,16-32=-451/3826, 15-32=-451/3826,15-33=-507/4737,14-33=-507/4737,14-34--507/4737,13-34=-507/4737, 9-13=-712/138 WEBS 6-15=-221/1442,7-15=-837/147.8-15=-53/480,8-14=0/293,8-13=-2160/218, 10-13=-354/3281,6-17=-56/1008,5-17=-28621358,4-18=-747/5986,4-19=-2060/293 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL-6.Opsf;h=24ft;Cat,11;Exp B;enclosed;MWFRS (envelope)gable and zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs �(�G OF[�]E� O non-concurrent with other live loads. Y 5)Provide adequate drainage to prevent water ponding. �� 09HER G 6)All plates are MT20 plates unless otherwise indicated. �5 r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep I . 11=191. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ELS PI . , of 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po 0 Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2 2 80 Gra Pica/ urlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. s a�tmu�d on age 2 56306 AR�FESSION�' r17 -�Ttuss Type r17 PTyHarvest Pofite Recreation Bldg II`170922198 T45D Half Hip -7 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:16:23 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhuc-uthAC6taz7W5KVp7VViDimAgUJd69gWcXCbVzl yUow6 LOAD CASE(S) Standard OF NEVy)- COprHERC O,p� EC: s W 56306 A�OFES810*1 o toss Tnass ype ty y Harvest Pointe Recreation Bldg 17092219B T45E �HaH Hip Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Appr 8 2017 MTek Industries,Inc.Tue Oct 1014:16:36 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-ONz4xZ1 kv78FNVIdmkOGjVD11 Z7ZipgXWjFhvnyUow 1.3.12 5-5-13 10-8-10 16.1-3 21-5-11 26.9.0 1- 13 2 5-5-13 5.2-13 5-4-9 5-4-9 5-3-5 Scale=1:46.0 5x6= 2x4 II 3x6= 3x8= 2x4 II 5x6= 8,56 12 4 16 5 7 5a 7 8 19 3x6 3 IV IV3 2 1 20 15 21 22 23 14 24 25 26 1327 12 2829 30 11 31 32 33 5x6 II 10 2x4 11 3x10= 5x6= 2x4 I I 6x10= 3x4 11 5-5-13 10-8-10 16-1-3 21-5-11 26-9-0 5.5-13 5-2-13 5.4.9 5-4-9 5-3-5 Plate Offsets(X,Y)-- [2:0-3-10,0-0-91,[4:0-3-0,0-1-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO 0.99 Vert(LL) -0.1812-14 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.70 Vert(OT) -0.2812-14 >999 360 TCDL 15,0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.06 10 n/a n/a BOLL 10.0 Code IBC2015/rP12014 Matrix-S Wind(LL) 0.10 12-14 >999 360 Weight:318 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T1:2x4 SP No.1 2-0.0 oc purlins(3-5-10 max.):4-9. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* W4:2x4 SP No.2 or 2x4 SPF No.2 SLIDER Left 2x4 SP No.3 2-11-13 REACTIONS. (lb(size) 10-2570/0-3-0 (min.0.2-11),2=2431/0-6-0 (min.0-2.3) Max Horz 2=138(LC 60) Max Uplift10=-683(LC 6),2=-524(LO 6) Max Grav 10=3437(LC 24),2=2811(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4826/961,3-4=-4769/976,4-16=-6255/1243,5-16=-6254/1244,5-6=-6254/1244, 6-17=-625411244,7-17=-6254/1244,7-18=-4126/810,8-18=-4126/810,8-19=-4126/810, 9-19=-4126/810,9-10=-3074/597 BOT CHORD 2-20=-910/4067,15-20=-91 0/4067,15-21=-903/4042;21-22=-903/4042,22-23=-90314042, 23-24=-903/4042,14-24=-903/4042,14-25=-1262/6229,25-26=-1262/6229, 13-26=-1262/6229,13-27=-1262/6229,12-27=-1262/6229,12-28=-1262/6229, 28-29=-1 26216229,29-30=-1262/6229,11-30=-1262/6229 WEBS 4-15=-178/716,4-14=-531/2651,5-14=-850/159,7-12=-112/670,7-11=-2502/506, 8-11=-819/158,9-11=-961/4903 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD OASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7.10;Vuit-130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BODL-6.Opsf;h=24ft;Cat,Il;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu-_1 12-0- OF NEW 5)Unbalanced snow loads have been considered for this design. yo 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhan ��P �QpHER G non-concurrent with other live loads. �g r 7)Provide adequate drainage to prevent water ponding. <. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)excep 2-524. r- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard fp P LU 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel p I Top Chord and Bottom Chord,nonconcurrent with any other live loads, 0. Continued on page 2 56305 AROFESSIOX'4 Job toss FHM Type City y Haryest Pointe Recreation Bldg 17092219B T45E p Girder 1 2 Job Reference(optional) universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 M Trek Industries,Inc..Tue Oct 1014:16:36 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-ONz4xZ1 kv78FNV kimkOGjVD11 Z7ZipgXWjFhvnyUow ,NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)386 lb down and 175 Ib up at 5-5-13,180 Ib down and 74 Ib up at 6-4-9, 180 Ib down and 74 Ib up at 8-4-9,180 lb down and 74 Ib up at 10-4-9,180 Ib down and 74 Ib up at 12-4-9,180 Ib down and 74 Ib up at 14-4-9,180 Ib down and 74 Ib up at 16-4-9,180 Ib down and 74 Ib up at 18-4-9,190 Ib down and 78 Ib up at 20-4-9,190 Ib down and 78 Ib up at 22-4-9,and 190 Ib down and 78 Ib up at 24-4-9,and 204 Ib down and 70 Ib up at 26-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-76,4-9=-76,2-10=-20 Concentrated Loads(lb) Vert:10=-190(B)15=-386(B)12=-174(B)21=-174(B)23=-174(B)24=-174(B)25=-174(B)27=-174(B)28--174(B)30=-182(B)31--182(B)33=-182(B) or- NEIV C E '��,'OpFtR E: 56305 AROFESSIO�P� �o toss toss Type Qty y Harvest Pointe Recreation Bit 170922198 Tru Diagonal Hip Grder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apt 8 2017 Mi Tek Industries,Inc.Tue Oct 10 14:16:39 2017 Page 1 ID:ogGKpPnC6LQWDwLp1 CQQmoybhix-QylDZa4cC2XgEyi CRsXZL8rgQmFiul6zChTLW6yUovs 2-0-13 3.3.5 6-6-10 2-0-13 33-5 3-3-5 2x4 11 Scale=1:22.4 5 8 5.07 12 3x4 4 4x4 W3 cl3 Ti 2 Wi 2 1 1 9 7 10 11 6 4x6 11 2x4 11 4x4= 3-3-5 6-6-10 3.3.5 3.3.5 Plate Offsets(X,Y)-- [2:0-4-2,0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 2-7 >999 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.01 6-7 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) 0.00 6-7 >999 360 Weight:53 Ib FT=40/. LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-8-10 REACTIONS. (Ib/size) 6=379/Mechanical,2=686/0-8-9 (min.0-1-8) Max Horz 2=140(LC 8) Max Uplift6=-128(LC 9),2=-140(LC 9) Max Grav6=418(LC 16),2=698(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-494/8013-4=-407/93,5-6.-252/35 BOT CHORD 2-9=-117/289,7-9=-117/289,7-10=-117/289,10-11=-117/289,6-11-117/289 WEBS 4-7=-35/313,4-6=-339/137 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23,1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.9 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(it=Ib)6=128, 2=140. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 Ib down and 15 Ib up at -2-0-13 on top chord,and 90 Ib down and 63 lb up at 3-5-15,and 131 Ib down and 73 Ib up at 5-1-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �,OF NEVV YD 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .) VAER Uniform Loads(plf) �C G �` Vert:1-5=-76,2-6=-20 �� p Concentrated Loads(lb) o �� Vert:1=-100(F)7=-84(F)11--107(B) 56345 ARS SSIoN�� --] Job cuss Truss-y-pe (qty PlY Harvest Pointe Recreation Bldg 170922198 T47 Jack-Open 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO - 8.030 s Apt 8 2017 MTek Industries,Inc.Tue Oct 10 14:16:42 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-rXKLBc6VVzvP5Qmn7_VgzmTCP_FC5fiPufi?7RyUovp 1-3-12 2-11-6 1-3-12 2-11-6 Scale=1:14.9 4 2x4 III 6.56 12 6 4x4 3 Cj Ti W1 2 HW1 1 B1 7 5 3x6 11 2x4 11 2-11-6 2.11.6 Plate Offsets(X,Y)-- [2:0-4-2.0-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.35 Vert(LL) , -0.02 2-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1,15' BC 0.36 Vert(CT) -0.02 2-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 360 Weight:16 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 -TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-7-14 REACTIONS. (Ib/size) 2=258/0-6.0 (min.0-1-8),5=111/Mechanical Max Horz 2=92(LC 8) Max Uplift2=-36(LC 11),5=-33(LC 11) Max Grav2=319(LC 27),5=261(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;•BCDL=6.Opsf,•-h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);,Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.4 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard pNER O R1� � Ill S630a fti� AROFESSIO 1 Job russ tUss ype PTY Harvest Pointe Recreation Bldg 170922196 T48 Jack-Open 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:16:45 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-F6OUgd8NouHzytULo72NbP5irBGCIOSrbdwg imyUovm 1-3-12 3-2-9 1-3-12 3-2-9 2x4 11 Scale=1:18.4 4 6 8.00 F1?x8 G 3 W1 HW1 2 1 61 7 5 3x8 [I 2x4 11 3-2-9 3.2-9 Plate Offsets(X,Y)-- [2:Edge,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.03 2-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -0.03 2-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 2 **** 360 Weight:20 Ib FT-4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-11-8 REACTIONS. (Ib/size) 2=269/0-6-0 (min.0-1-8),5=126/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-25(LC 11),5=-47(LC 11) Max Grav2=324(LC 27),5=268(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right expbsed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads, 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS I/TP1 1, 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEW O v n _ � 66306 A�0 S101A Hiss FSsr' pe ��Haveste Retreat on Bldg T49 K CLOSED 7nce(optional) Universal Forest Products,5631,S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Mi rek Industries,Inc.Tue Oct 1014:16:47 2017 Pa�gge 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhuc-BV8EFJAdKVXhCBekvX5rggA?i?uimwx82xPmoeyUovk L -1-3112 4.3-0 r 1-3-12 43.0 2x4 11 Scale=1:21,8 4 8,00 rl2 6 5x6 3 Wi HW1 2 1 7 5 3x8 11 2x4 11 4-3-0 4-3-0 Plate Offsets(X,Y)-- [2:Edge 0-0-0] LOADING(psf) SPACING- 2-0-0, CSI. DEFL in (loc) Well L/d PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO. 0.62 Vett(LL) -0.07 2-5 >742 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1,15 BC 0.60 Vert(CT)_ -0.08 2-5 >591 360 TCDL 15.0 Rep Stress Incr YES WB,' 0.00 Horz(CT) 0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Mat rix-P Wind(LL) 0.00 2 '` 360 Weight:25 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD,2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 cc purlinsi except BOT CHORD 2x4 SP No,2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Lett 2x8 SP No.2 2-7-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5.181/Mechanical,2=313/0-6-0 (min.0-1-8) Max Horz 2=132(LC 8) Max Uplift5=-54(LC 11),2=-34(LC 11) Max Grav5=296(LO 26),2=348(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5--255/78 NOTES. 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;•TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS . (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left,and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,2. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEEM/ _\&VIER P_ e 66305 �Z AROFESSIO�P� Job Nss J7-7- FHest Pointe Recreation Bldg170922196 T49A JACK-CLOSED 1Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek industries,Inc.Tue Oct 1014:16:50 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-c4pNtLCWcQvG3eNJbgeYlSoVkCwPzHhakveRPzyUovh 43-0 ; 4-3-0 2x4 11 Scale=1:21.8 3 8.00 12 5 5x6 2 1 W1 1 HW1 81 6 4 3x8 II 2x4 II 4-3-0 4-3.0 Plate Offsets(X,Y)- [1:Edge,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.07 1-4 >742 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.60 Vett(CT) -0.08 1-4 >591 360 TCDL 15,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) 0.00 1 '"" 360 Weight:24]b FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Lett 2x8 SP No.2 2-7-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=197/0-6-0 (min.0-1-8),4=197/Mechanical Max Horz 1=129(LC 8) Max Upliftl=-2(LC 11),4=-58(LC 11) Max Grav1=303(LC 26),4-303(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3.4=-262/83 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for-this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrentWth any other live loads, LOAD CASE(S) Standard SOF NEW OPHERG V r , � ` 66305 ARoFEsslo�P�" Job Tru ' ty Pl Harvest Pointe Recreation 17092219B ss TP GGYBAOK BASE I 6Q--- y 1 fob Reference(optional)� Universal Forest.Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek industries,Inc.Tue Oct 10 14:16:57 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-vQkOLklvzaoGPiPfVeGB4xaod1 Em6lxcLUg 193yUova 7.1-10 13-11-12 20-9-14 27-8-0 35-2-0 42.4-0 -7-12 1 7-1-10 6-10-2 6-10-2 6-10-2 7' 7-6-0 8 7-2-0 -3.1 8.00 Ll2 4 — 5x6 Scal =1:822 6 11 W2 4 = 43 21 VN x8= x — 4— 14 11 9 48= 4x8 5x6 25 48— 1 10 4 W 6 R. 193 la o 1 5x12= 29 12 303x10 I I 2x4 11 0 8 w ei 18 26 17 27 16 15 28 14 6x10= 3x10= 3x6= 4x8= 46= 9-5-0 18-6.8 27-8-0 35-2-0 42-4 0 9.1-8 9-1.8 7.6-0 7-2-0 _Plate Offsets(X Y)-- [8:0-3-0,0-2-7],[10:0-8-1,Edge],[13:0-4-0,0-2-0].[14:Edge,0-2-0],[19:0-3-8,0-0-0],[19:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0,3515-17 >927 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.4614-15 >709 360 TCDL 15.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 10 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0215-17 >999 360 Weight:346 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-11-14 cc purlins, T4;2x4 SP No.1 except end verticals,and 2-0-0 cc purlins(5-8-1 max.):1-8. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 3-11-7 cc bracing. 133:2x6 SP No.2 WEBS 1 Row at midpt 2-17,4-17,4-15,6-15,6-13,8-13,1-18,2-19 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing Wi:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No,3 Installation guide. SLIDER Right 2x8 SP No.2 4-0-3 REACTIONS. (Ib/size) 14=2043/0-6-0 (min.0-5-7),10=812/0-6-0 (min.0-2-1),18=2552/0-6-0 (min.0-5-11) Max Horz 18=-299(LC 9) Max Upliftl4=-303(LC 8),101 56(LC 12),18--435(LC 7) Max Grav 14=3447(LC 26),10-1315(LC 27),18=3645(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3--1403/288,3-21=-1403/288,4-21.-1403/288,4-22=-1306/303,5-22=-1306/303, 5-6=-1306/303,6-23=-4121381,7-23=-412/381)7-24=-436/323,8-24=-435/324, 8-9=-1096/235,9-10=-14301213,18-19=-35631526,1-19--2083/333 BOT CHORD 18-26=-91/264,17-26=-91/264,17-27=-171/1599,16-27=-171/1599,15-16=-171/1599, 13-14=-3366/350,7-13=-1167/217,13-29=-89/977,12-29=-89/977,12-30=-86/983, 10-30=-86/983 WEBS 4-17=-431/155,4-15=-664/140,13-15=-184/1452,6-13=-1831/199,8-13=-913/23, 8-12=0/367,17-19=-28211620,2-19=-15531261 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MW FRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1 rk NEW YD 10=156,18=435. �CQ' OpHER G 'Qe 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard S{ r 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi t 0 tf� r Top Chord and Bottom Chord;nonconcurrent with any other live loads. U (� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord r- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1796 Ib down and 4mI up uW. 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 56306 ARO--CQ2 �A� TOE-- tossse �y y Harvest Pointe Recreation Bldg 221 170998 T50 PIGGYBACK BASE 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi Tek Industries,Inc.Tue Oct 1014:16:57 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix•vQkOLklvzaoGPjPfVeGB4xacdl Em6lxcLUgI93yUova LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-76,8-11=-76,14-18=-20,10-13=-20 Concentrated Loads(lb) Vert:1=-12800 OF NEpV V n � 56306 lr,� AROFESS1011 oussT— Type Qty y Harvest Pointe Recreation Bldg 170922196 T51 `�Piggyback Base 2 Truss 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017%7ek Industries,Inc.Tue Oct 1014:17:04 2017 Page 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhix-Cmfgp7NIJkgHkoR?P cugsPNgzrdWFNdey4f Au9yUovT 7-0-14 �13-10-4 20-7-10 27-5-0 35-2-0 42-4-0 43-7-i2 7-0-14 6-9-6 6-9.6 6-9 6 7-9-0 7-2.0 -3- Scale-1:74.0 4x4 II 4x4= 4x4= 4x6= 12 4 2 5 6 25 7 6 8 6.00 12 4x8=W2 27 4x8= 4 11 6x6= 6 II 9 [21 0 28 4 W 6 W6 W8 co P1 d19 4 c 1 c N 10 4x8=d 4x8= Ib 18 29 17 30 16 15 31 14 3213 12 33 11 3x8= 3x6= 3x4= 9-40 18-4.6 27-5.0 35-2-0 42-4-0 9.40 9.0-8 9-0-8 7-9.0 7-2-0 Plate Offsets(X,1)-- [9:0-8-8,0-0-8],[19:0-3-8,0-2-0] [19:0-3-8,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vett(LL) -0.3515-17 >940 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1,15 BC 0.93 Vert(CT) -0.4415-17 >736 360 TCDL 15.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.03 14 n/a n/a BCLL 10.0 BCDL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.0215-17 >999 360 Weight:361 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 *Except* end verticals,and 2-0-0 oc purlins(5-11-5 max.):1-8, 62:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 6x10 2x4 SP No.3*Except* WEBS 4j,Row at midpt 2-17,,:_17,3-15,7-14,8-jxj 11-18,2-19 W6:2x4 SP No.2 or 2x4 SPF No.2,W1:2x6 SP No.2 ]Mows at 1/3 pts 5447 OTHERS 2x6 SP No.2*Except* MiTek recommggds that Stabilizers and required cross bracing BL1:2x4 SP No,3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14-2333/0-6-0 (min.0-4-7),18-244510-6-0 (min.0-5-9),21-616/0-5-4 (min.0-1-11) Max Horz 18=-312(LC 9) Max Upliftl4=-343(LC 8),18=-404(LC 7),21=-86(LC 12) Max Grav 14=3771(LC 26),18=3526(LC 26),21-1065(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-1282/243,3-23=-12821243,3-4=-1085/216,4-240-1085/216,5-24=-1085/216, 5-6=-14/439,6-25=-14/439,7-25=-14/439,7-26=-14/440,8-26=-14/439,8-27=-258/124, 9-27=-488/106,18-19=-3446/480,1-19=-2079/332,11-20=0/255,9-20=0/255 BOT CHORD 18-29=-86/276,17-29=-861276,17-30=-1 48/1422,16-30=-148/1422,15-16=-148/1422, 15-31=-78/872,14-31=-78/872 WEBS 3-17=-310/122,3-15=-765/147,5-15=-23/913,5-14=-22121241,7-14-11551215, 8-14=-860/140,17-19=-250/1502,2-19=-14301215 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL-6.0psf;BCDL=6,Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23,1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20,0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Bearing atjoint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capac'. of bearing surface. OF NEW 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21 exceptpa=11. Yo 14=343,18=404. P GOPHER G, 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po* V Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor r 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1796 Ib down and u r j 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. Co�Int ed LOAD ge 2SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 5630a A�OFESSIO�A� o n1SS 7P�qybwckplirase e City y Harvest Pointe Recreation Bldg 17092219B T51 2 1 '- Job Reference(optional) Untversal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:17:04 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-Cmfgp7NIJkgHkoR?PcugsPNgzrdWFNdey41 Au9yUovT LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase-1.15 Uniform Loads(plf) Vett:1-8=-76,8-9=-76,9-10=-76,11-18=-20 Concentrated Loads(lb) Vert:1=-1280(F) OF NEWS, ci)y Op"ER G $6308 <C.� AR�FESSIO�A� (T6� �7russ Truss Type yy Harvest Pointe Recreation Bldg ,70922,98 T51B Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 NkTek Industries,Inc.Tue Oct 10 14:17:11 2017 Page 1 ID:cgGKpPn06LQW0wLp1 CQQmoybhix-U6WHWShgtZH4tULJaWfeuA0mg410Z4gZgE2eFyUovM 2-9-12 1 8-10-13 14-11-14 21-0-15 27-2-0 -7-13 36-7-13 42-4-0 -7- 2 2-9-12 2 6-1-1 6-1-1 6-1.1 6-1-1 5-1 8-0-6 5-8-3 -3-1 8.00 1$ 25 3 4 26 5 A2728r3l9 5x10—_ e=1:87.7 2x4 5x = 3x6= x33 34 6 10 4I8 3 W = 1x _ci 21 d) cc 1 1 d N 12 v L6 OD da 23 1� d 20 35 19 36 18 37 17 16 38 15 14 13 39 12 6x8= 48—_ 3x4= 3x10 MT20HS= 48—_ 412 MT20HS= 3x8= 2x4 11 3x4= 2-9-12 10.11-3 19-0-9 27-2.0 27 -0 36-7-13 42-40 2-9-12 8-1-7 8-1-6 8-1-7 0• -0 9-2-13 Plate Offsets(X,1)-- [2:0-3-0,0-2-01,[7:0-4-0,0-2-81,[8:0-3-8,0-4-01 [10:0-1-8,Edge],[21:0-3-8,0-2-0] [21:0-3-8,0-0-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.3213-15 >565 480 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.4513-15 >399 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.03 15 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0316-18 >999 360 Weight:367 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1;2x4 SP No.2 or 2x4 SPF No.2,T4,T6:2x6 SP No.2,T5:2x6 SP DSS end verticals,and 2-0-0 oc purlins(4-7-0 max.):2-7,8-9. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-19,5-18,5-16,7-15,8-15,9-13,1-20 W8:2x4 SP No.2 or 2x4 SPF No.2,Wi:2x6 SP No.2 2 Rows at 1/3 pts 6-15 OTHERS 2x6 SP No.2*Except* MITek recommends that Stabilizers and required cross bracing BL1:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15-2290/0-6-0 (min.0-4-4),20-2439/0-6-0 (min.0-5.3),23=666/0-5-4 (min.0-1-8) Max Horz 20=-285(LC 9) Max Upliftl5=-301(LC 8),20=-347(LC 7),23=-125(LO 12) Max Grav 15=3605(LC 34),20=3303(LC 34),23=1027(LC 35) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-25=-541/205,3-25=-540/205,3-4=-1318/265,4-26--1318/265,5-26=-1 318/265, 5-27=-985/225,27-28=-985/225,6-28=-985/225,6-29=-6/430,7-29=-6/426,7-30=-0/433, 8-30=-5/408,8-31=-277/152,31-32=-274/152,9-32=-273/153,9-33=-286/127, 33-34=-2961113,10-34--455/103,20-21=-3297/43611-21=-2009/319 BOT CHORD 19-36=-149/1274,18-36=-149/1274,18-37=-144/1333,17-37--144/1333,16-17=-144/1333, 16-38=-79/778,15-38=-79/178 WEBS 2-19=-88/412,3-19=-1361/195,3-18=0/276,5-16=-871/142,6-16=-39/979,6-15=-2234/253, 7-15=-537/78,8-15=-1013/259,8-13=-87/690,9-13=-589/134,2-21=-895/188, 19-21=-175/1085,10-13=0/358 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1,60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. F N� 6)All plates are MT20 plates unless otherwise indicated. (�O r0 7)Bearing at joint(s)23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should v ERG of bearing surface, N5 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep ( I Fyi- 20=347,23=125. Q1}� 9)This truss is designed in accordance with the 2015 International Building Code section 2306,1 and referenced standard tjLS PI W 10)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel p i I TopChordand Bottom Chord,nonconcurrent with any other live loads. G�o�ltlnued Ion�aglen2representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A 86306 �oFESS10NP� Job russ Truss Type ty y FHabtv-Q Pointe Recreation Bldg 170922198 T51B Piggyback Base 1 1 Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 sApr 8 2017 Mi-rek Industries,Inc.Tue Oct 10 14:17:12 2017 Page 2 ID:cgGKpPnC6LQWOwLp1CQQmoy hix-z18hUsTJRBh8il3YtHliB5iBW4QX70KgoKzbBhyUovL NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1796 Ib down and 248 Ib up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD OASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1.2=-76,2-7=-76,7-8=-76,8-9=-76,9-10--76,10-11=-76,12-20=-20 Concentrated Loads(lb) Vert:1=-1280(F) OF NEW y opHER G �'Q< 56306 l��' A�OFESSIONP� Job russ Truss Type Qty Ply Harvest Pointe Recreation Bldg 17092219B T510 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi Tek Industries,Inc.Tue Oct 1014:17:20 2017 Page 1 ID:ogGKpPn06LQW0wLp1 CQQmoybhix-krdiAbZKYeh?FFg4LzAaWnlYul3e?cn?eZvOTEyUovD 2-9-12 8-10-13 14-11.14 21-0-15 27-2-0 31-3-13 39-3-13 42-4.141-7-12 2,2.12 %112 6.1-1 6-1-1 6-1.1 6-1-1 4.1-13 80-0 3-0-3 -3-1 2 7 6.00 1$ 26 3 4 27 5 28 29 30 32 8x8— 6x6—_ Sc a=1:87.7 2x4 5 = 3x6= x 4 _ 5x10= 6 ' 8 i5 36 10 44x8 W 8 11 7 0 22 6 W W1 W x8 1 0 2 no nl A 24 1� C5 2138 20 39 19 40 18 17 41 16 4215 14 43 13 44 12 c 6x8= 48= 3x4= 3x10 MT20HS= 48= 3x4= 3x4=2x4 I I 3x4 3x6= 2-9-12 10-11-3 19.0.9 27-2-0 275031-3-13 39.3-13 42-40 2.9.12 8 1.7 8.1-6 8.1-7 0. .0 3.10-13 &0.0 3 0-3 Plate Offsets(X,Y)-- 12:0-3-0,0-2-01,[7:0-4-0,0-2-8],[10:0-1-8,Edge1,[22:0-3-8,0-2-0] [22:0-3-8,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.2417-19 >999 480 MT20 197/144 (Ground Snow--30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.31 17-19 >999 360 MT20HS 187/143 TCDL 15.0 Rep Stress[nor NO WB 0.98 Horz(CT) 0.04 24 n/a n/a BCLL 10.0 Code IBC201SITP12014 Matrix-S Wind(LL) 0.0317-19 >999 360 Weight:367 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No,1 "Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2,T4,T6:2x6 SP No.2,T5:2x6 SP DSS end verticals,and 2-0-0 oc purlins(4-8-3 max.):2-7,8-9. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 133:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 3-20,5-19,5-17,7-16,8-16,9-14,1-21 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 6-16 W8:2x4 SP No.2 or 2x4 SPF No.2,Wl:2x6 SP No.2 MITek recommends that Stabilizers and required cross bracing OTHERS 2x6 SP No.2"Except' be installed during truss erection,in accordance with Stabilizer BLi:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 16=2378/0-6-0 (min.0.4-4),21=2407/0-6-0 (min.0-5-2),24=610/0-5-4 (min.0-1-8) Max Horz 21=-284(LC 9) Max Upliftt6=-279(LC 8),21=-345(LC 7),24=-112(LC 12) Max Grav 16=3594(LC 34),21=3257(LC 34),24-833(LC 35) FORCES. (ib)-Max,Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-26=-528/202,3-26=527/202,3-4=-1265/255,4-27--1265/255,5-27.-1265/255, 5-28=-894/206,28-29=-894/2061 6-29=-894/206,6-30=-17/575,30-31=-17/571, 7-31=-18/569,7-32=-31/662,8-32=-43/585,10-36=-263/89,21-22=-3254/426, 1-22=-2009/319 BOT CHORD 20-39=-1 4211231,19-39=-142/1231,19-40=-133/1261,18-40=-133/1261,17-18--133/1261, 17-41=-66/675,16-41=-66/675 WEBS 2-20=-83/395,3-20--1305/192,5-17=-916/149,6-17=-37/1039,6-16=-23121255, 7-16--734/124,8-16=-920/183,8-14=01464,9-14=-421/62,9-13=-384/100,2-22=-870/183, 20-22=-173/1060,10-13=-9/567 NOTES- 1)Wind:ASCE 7.10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. O� 5)Provide adequate drainage to prevent water ponding. �� NE yo 6)All plates are MT20 plates unless otherwise indicated. .LP HER G ,per 7)Bearing at joint(s)24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should rff� � of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep 21=345,24=112, r- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard R5 P w 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel pa Top Chord and Bottom Chord,nonconcurrent with any other live loads. s Continued on page 2 56308 tp� ARO sSIoNP� Job Mss Truss Type Qty Ply Harvest Pointe Recreation Bldg 170922196 T51 Piggyback Base 1 1 Job Reference(national) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 6/afTek Industries,Inc.Tue Oct 10 14:17:21 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-01 B5NxayJypsHPFGvgip2?ajeiPtk318sDfa?gyUovC NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1796 Ib down and 248 Ib up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-76,2-7=-76,7-8=-76,8-9=-76,9-10=-76,10-11=-76,12-21.20 Concentrated Loads(lb) Vert:1=-1280(F) pF NEw op"ER G V r � 2N , .7 66306 v� A�O'ESSIO�P Job toss Truss Type City Ply Harvest Pointe Recreation BlcIj 170922196 T51 D Piggyback Base - 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Oct 1014:17:30 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-RmEVGOhcCiybsoR?x3MwwuSFLKWmL8FTx7KYpfyLfov3 43-7.12 2-912 11 8-10-13 14-11-14 211 0.15 27-2-0 33-11-13 41-11-13 42 4-0 19-2 2 Y 6-1-1 6.1-1 6.1-1 6.1-1 6-9.13 6-0-0 0-4-3 6.00 13 — 1-3-12 scat =1:87.7 23 3 4 24 5 25 26 27 — 28 9x16 MT18H= 2x4 5 = 3x6= x 4 29 5x8= 6 4x8= 4 8 3 8 4x8= 10 X W 8 20 3031 r; 1 6 W9cc V1. o a d d 0 11 Co E31 F19 Id, 19 32 18 33 17 34 16 15 35 14 36 13 12 37 11 c 6x8= 4x8= 3x4= 3x10 MT20HS= 4x8= 3x6=3x4= 3x4= 3x4= 2-9-12 10-11-3 19-0-9 27-2-0 27 -0 33-11-13 42.4-0 2-9-12 8-1-7 8.1-6 8-1-7 0- •0 6-6.13 8-43 Plate Offsets(X,Y)-- 12:0-3-0,0-2-01,[7:0-4-0,0-2-81,[8:0-2-0,0-3-41,[9:0-11-13,0-4-11,[11:Edge,0-1-81,[20:0-3-8,0-2-01,[20:0-3-8,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.99 Vert(LL) -0.2415-17 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.31 15-17 >999 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.04 21 n/a n/a MT18H 244/190 BOLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.03 15-17 >999 360 Weight:349 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP N0.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except Ti;2x4 SP No.2 or 2x4 SPF No.2,T2,T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(4-8-4 max.):2-7,8-9. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-18,5-17,5-15,7-14,8-14,1-19 W8:2x4 SP No.2 or 2x4 SPF No,2,WI:2x6 SP No.2 2 Rows at 1/3 pts 6-14 OTHERS 2x6 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing BL1:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=2398/0-6-0 (min.0-4-1),19=2394/0-6-0 (min.0-5-2),21=603/0-5-4 (min.0-1-8) Max Horz 19=-334(LC 7) Max Upliftl4=-238(LC 8),19=-359(LO 7),21=-114(LC 12) Max Grav 14-3446(LC 34),19=3253(LC 34),21=742(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-23=-526/2061 3-23=-526/207,3-4=-1 260/271,4-24=-1260/271,5-24=-1260/271, 5-25=-8851234,25-26=-885/234,6-26=-885/234,6-27=-33/585,7-27=-33/581, 7-28=-43/702,28-29=-58/640,8-29=-77/579,8-30--287/114,30-31=-290!112, 9-31=-297/112,19-20=-3249/440,1-20=-2008/319,11-21-0/273,9-21=-667/218 BOT CHORD 19-32=-202/297-18-32=-202/297,18-33=-212/1227,17-33--212/1227,17-34=-199/1254, 16-34=-1 9911254,15-16=-199/1254,15-35=-128/666,14-35=-128/666,14-36=58/276, 13-36=-581276,12-13=-58/276 WEBS 2-18=-90/389,3-18=-1301/209,5-15=-921/154,6-15=-43/1044,6-14=-2314/260, 7-14=-807/165,8-14--853/211,8-12=-31/266,2-20=-867/191,18-20=-181/1057, 9-12=-29/326 NOTES- 1) OTES1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-6-4 to 43-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1,1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. (�OF NEW YO 6)All plates are MT20 plates unless otherwise indicated. 'LP Op"ER G ,- 7)Bearing atjoint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should ri cci of bearing surface, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep ( �i 19-359,21-114. r 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard P 10)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel po •: �� Continued o page Bottom Chord,nonconcurrent with any other live loads. ` 5630$ AR0 -ESS10V1 I�1oli fuss runsType ty TTF—]Harvest Pointe Recreation Bldg Pl9gyback Base 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:17:30 2017 Page 2 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-RmEVGOhcCjybsoR?x3MwwuSFLKWmLSFTx7KYpfyllov3 NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1796 Ib down and 248 Ib up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others, 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1,15 Uniform Loads(plf) Vert:1-2=-76,2-7=-76,7-8=-76,8-9=-76,9-10=-76,11-19=-20 Concentrated Loads(lb) Vert:1=-1280(F) OF NEVVr OcNER G r- , n 66306 V� A��FESSI Job russ Truss Type y Harvest Pointe Recreation Bldg 17092219B T52 Nbnopitch Supported Gable 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 6.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:17:35 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-nki OJklkOFatyZJyidy5dy9HwLOrOdgC4P2JVsyUov_ 1-3-12 2-0-0 1-3.12 2-0-0 Scale=1:12.7 3 2x4 11 7 6.00 12 6 2x4 11 2 0 T1 W2 N 1 B1 Io 8 4 20 II 5 2x4 11 t 2-0.0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.30 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-R Wind(LL), 0,00 5 >999 360 Weight:9 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=241/0-5-8 (min.0-1-8),4=35/0-1-8 (min.0-1-8) Max Horz 5=74(LC 8) Max Uplift5=-44(LC 11),4=-33(LC 17) Max Grav5=305(LC 25),4=224(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-284/142 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of.23.1 psf on overhangs non-concurrent with other live loads. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity-of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 11)This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEpjr)'O r �W 56308 ARO SSIo�P o� �Truss fuss—ype -- Qty y Harvest Pointe Recreation Bldg 170922198 T53 ROOF SPECIAL 1 1 Job Reference(optional) 771 Universal Forest Products,5631 S.NC 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:17:41 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-ctPfangVc5K1 gUm64t3VsDP9lmFvQ7u5TKVdhWyUouu 19.3-4 17.7.12 25-11.3 10 0 5.9-11 11-3.13 16-10.0 1 5.2 21-5.14 23-8-8 25-4-0 30-3-9 34-8-0 42.6-0 -10- 5.9.11 5-6.3 5-6-3 0-7• 1.7-8 2-2.10 2-2.10 1.7.8 -7• 4-0-7 4-4.7 ' 7-10.0 2x4 11 0-2.0 Scale=1:73.3 5x6= 5x6= 6.00 FI2 4x4= 4x8= 2x4 11 7 28 8 0 10 2 4x4—11 12 13 5x6=14 3x6 8x8 6 W1 11 Ci 2x4 25 \\ o 12 4 4 d, °i 5x6 5x6 3 2 W13 1 20 17 — io 6x12= 37 19 1B 38 5x6 11 34 24 3523 22 36 21 3x6= 16 39 15 3x4= 3x6= 3x4=2x4 114x8= 4x4 11 3x8= 25.11.3 25-6.0 0$•12 7.8-4 , 15-1-0 18-10.0 23-8-8 25.4-0 , 34-8-0 42-6-0 0--2 7-2-8 7.4-12 1-9.0 6.10.8 1.7.8 0�5�3 8.8.13 7-10-0 0.2-0 Plate Offsets(X,1)-- [2:0-3-11,0-1-21,[8:0-3-0,0-2-71,[17:0-4-4,0-2-01 [20:0-6-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFIL in (loo) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.94 Vert(LL) -0,37'17-19 >896 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.5417-19 >605 360 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 15 n/a n/a BCLL 10,0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0415-16 >999 360 Weight:325 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2,T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-10-13 max.):8-14. BOT CHORD 2x4 SP No.1 *Except* . BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: B1,132:2x4 SP No.2 or 2x4 SPF No.2,B3,86:2x4 SP No.3 1 Row at micipt 7-20,13-17 WEBS 2x4 SP No,3*Except* WEBS 1 Row at midpt 6-22,8-20,9-20,11-19,11-17,10-19 W14:2x4 SP No.2 or 2x4 SPF No.2 2 Rows at 1/3 pts 14-15 SLIDER Lett 2x8 SP No.2 3-2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1158/0-6-0 (min.0.3-3),2=512/0-4-8 (min.0-1-10),22-2469/0-6-0 (min.0-4-11) Max Horz 2=337(LO 8) Max Uplfftl5=-197(LC 8),2--82(LC 11),22=-259(LC 8) Max Grav 15-2015(LC 26),2=1040(LC 27),22=2994(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1150/89,3-4=-967/128,4-25=-7431157,25-26=-602/202,5-26=-584/207, 5-6=-489/254,6-27=-74/366,7-27=-59/5241 7-28 11/272,8-28=-9/309,8-29=-8/324, 9.29=-9/323,9-30=-1394/255,30-31=-1395/253,10-31=-1410/252,10-32=-1417/250, 11-32=-1 433/249,11-12=-1452/256,12-13=1452/256,13-33=-1454/258,14-33=-14541258, 14-15=-1941/243 BOT CHORD 2-34--185/865,24-34=-185/865,24-35=-429/71,23-35=-429/71,22-23=-429/71, 7-20=-674/175,20-37=-203/825,19-37=-203/826,18-19--25711613,18-38--257/1613, 17-38--257/1613,13-17=-1046/214 WEBS 424--700/215,6-24=-100/892,6-22=-2293/390,20-226-1791/341,6-20=-246/1842, 9.19=-78/1295,14-17--236/2064,8-20=-323/42,9-20=-1988/204,11-19=-374/83, " 11-17=-319/63,10-19=-638/124 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design, F NEW 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23,1 psf on overhangs (�O YO non-concurrent with other live loads. '�� OPHER G 'Q.r 5)Provide adequate drainage to prevent water ponding. \54 e 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 exc to I 15=197,22=259. a 7)This truss is designed in accordance with-the 2015 International Building Code section 2306.1 and referenced standard IUD PI � 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel po % Io Top Chord and Bottom Chord,nonconcurrent with any other live loads. &Grauph�af purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ntln 56308 V ROFESSIO�P Job -7 Truss russ Type Qty y Harvest Pointe Recreation Bldg �17092219B T53 ROOF SPECIAL I Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:17:41 2017 Page 2 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-ctPfangVc5Ki gUm64t3VsDP9lmFvQ7u5TKVdhWyUouu LOAD CASE(S) Standard OF NEW P � W W . m�N roa" C9� 56308 AR�FESSIONP Job russ Truss Type Qty ply Harvest Pointe Recreation Bldg 170922196 T53A Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:17:51 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Kp?RgCxnFAbctOXlf_ErGKgrFoesmeMZmuw92xyUouk Q-10r0 5-8-12 ti-2.0 16-7.4 21-5-14 26-4-8 28-7-3 34-8-0 42-6.0 0-10-0 5-8-12 5-5-4 5-5-4 410-10 410-10 2-2-11 6-0-13 7-10-0 Scale=1:74.6 7x14 MT20HS 11 6.00 12 3x4= 5x6= 7 28 29 8 31 9 32 8x8= 2x4 II 5x6= 8x8 27 10 11 12 3x6 26 33 34 6 5 W W 2x4\\ 24 25 W11 o d 4 0 12 4 d ro 5x6 r� 5x6 3 2 Ar W13 1 19 15 — id 5x6 II 35 23 22 36 21 S7 208x8=38 x4— 39 16 14 41 13 3x6 x6 40= 3x4= 3x6= 2x4 114x4 11 3x8= 4x4= 3x4= 0- -12 7-10.8 15-1-0 16.10- 21.5-14 28.7.3 34-8-0 42-6-0 0- - 2 7-412 7-2 8 1-9-0 47.14 7-1.5 6.0-13 7-10-0 Plate Offsets(X Y)-- [2:0-3-11,0-1-21,[7.0-2-8 Edgel [10:0-3-9 Edgel [15:0-3-4 0-2-41 r19:0-2-8 0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.98 Vert(LL) -0.24 2-23 >752 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.3613-14 >910 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0,08 13 n/a rda BCLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 16 >999 360 Weight:297 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T5:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(4-1-5 max.):7-9,10-12. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 133,66:2x4 SP No.3,B7:2x4 SP No.1 1 Row at mldpt 7-19,11-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21,8-19,9-18,10-15 SLIDER Left 2x8 SP No.2 3-2-5 2 Rows at 1/3 pts 12-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=114110-6-0 (min.0-3-0),2=482/0-4-8 (min.0-1-10),21=2516/0-6-0 (min.0-4-13) Max Horz 2=305(LC 8) Max Uplift13=-165(LC 8),2=-89(LC 11),21=-240(LC 8) Max Grav13=1895(LC 32),2=1019(LC 33),21=3054(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=•1109/165,3-4=-929/227,4-24--662/272,24-25=-528/315,5-25--521/317, 5-6=-409/368,6-26=-65/3481 26-27=-51/413,7-27=-49/566,7-28=-17/401,28-29=-17/400, 8-29=-181399,8-30=-778/209,30-31=-773/210,9-31=-772/210,9-32=-1794/333, 10-32=-1834/327,10-33=-1627/273,11-33=-1 637/272,11-34=-1626/271,112-34-116261271, 12-13=-1815/231 BOT CHORD 2-35--208/831,23-35=-208/831.23-36=-484/104,22-36=-484/104,21-22=-484/104, 7-19--636/111,19-38=-159f772,i8-38=-159/772,18-39=-187/i279,17-39.-187/1279, 16-17=-187/1279,16-40=-198/1648,15-40=-198/1648,11-15=-1224/236 WEBS 4-23=-686/210,6-23=-85/844,6.21=-2319/397,19-21=-I 996/346,6-19.229/1831, 8-19--2058/211,8-18=-25/980,9-18=-945/118,9-16=-163/1319,10-16=-1127/245, 12-15=-216/2112 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. OF NEW 4)This truss has been designed for greater of min roof live load of 20,0 psf or 2.00 times flat roof load of 23.1 psf on overhangs %- Y� non-concurrent with other live loads. �r,P gOPHER G . 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 exce tj=(d) e 13=165,21=240, 1r 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard f95 P W 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel poi Cont�i�ued on and B2ottom Chord,nonconcurrent with any other live loads. 66308 AROAESSIOX4 Job toss russ ype �ty 7YHOaarvest Pointe Recreat on Bldg 170922198 T53A Roof special i b Reference(optional) Universal Forest Products,5631 S.NC 62,Budington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:17:51 2017 Page 2 NOTES ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-Kp?RgCxnFAbctOXi f_ErGKgrFoesmeMZmuw92xyUouk 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NskV &VAER ops r � W AROFESSIONA� Job cuss �Trusslype — Qty Ply Harvest Pointe Recreation Bldg 170922196 T53B Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:17:58 2017 Page 1 ID:cgGKpPn06LQW0wLp1 CQQmoybhix-c9w48b1 AcJUcD5af�aysU2oc2Sc2uvpKbN U6101 yUoud Q-10r0 4-10-1 94-11 + 13-11-4 16-10-0 , 22-11-4 29.0-8 31.3.3 , 348-0 42.6.0 0-10.0 4-10-1 4-6-9 4-6-9 2-10.12 6-1.4 6-1-4 2.2.11 3-4-13 7-10-0 Scale=1:74.6 6.00 12 5x8= 2x4 II 3x4= 5x6= 8x8= 7 2 8 30 TA 9 1 10 11 33 2x4 II 5x6= 4x4 i 28 12 13 4x8 �7 6 W7 34 35 2x4'- 26 ,o 1 o m 5x6 2 4 W3 4 m 3 W13 B4 P_r1 20 37 24 23 38 22 39 218x6= 40 z4— 41 16— 3 4— 42 1615 43 14 d 5x6 II 3x6- 3x4= 3x6= 3x8=2X4 II 4x4 II 3x8= 16.10.0 0--1b 7-10.6 15.0.13 15,1-0 22.11-4 29.0.8 34-8.0 42.6.0 0--2 7.4.10 7.2.8 0••3 8.1.4 6.1-4 W. 7.10.0 1-9-0 Plate Offsets(X Y)-- [2:0-3-11,0-1-21,[5:0-4-0,Edge],[7:0-5-8,0-2-0],111:0-3-9,Edge],[16:0-3-8,0-2-4],[20:0-2-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23,1 Plate Grip DOL 1.15 TO 0,98 Vert(LL) -0.24 2-24 >758 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.3614-15 >919 360 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 14 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015ITPI2014 Matrix-S Wind(LL) 0.04 17 >999 360 Weight:296 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-11 cc purlins, except T3:2x4 SP No.1,T4,T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):7-10,11-13, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 133,66:2x4 SP No.3,B7:2x4 SP No.1 WEBS 1 Row at midpt 13-14,6-22,7-22,10-19 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 9-20 SLIDER Left 2x8 SP No.2 2-8-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=106910-6-0 (min.0-2-12),2=353/0-4-8 (min.0-1-8),22=2716/0-6-0 (min.0-5-11) Max Horz 2=253(LO 8) Max Upliftl4=-141(LC 8),2=-89(LC 11),22=-312(LC 8) Max Grav 1 4=1771(LC 32),2=900(LC 33),22=3623(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-943/489,3-25=-782/525,4-25=-642/5335 4-26=-464/644,26-27=-344/685, 5-27=-312/693,5-6=-261/721,628=-159/1166,7-28=-144/1246,7-29=-76/783, 8-29=-76/781,8-30=-741762,9-30=-74/762,9-31=-947/188,31-32--947/188, 10-32=-942/188,10-33=-1664/266,11-33=-1705/257,11-34=-1840/271,12-34=-1853/270, 12-35-18441270,35.36=-1844/270,13-36=-1844/270,13-14=-1691/216 BOT CHORD 2-37--430/699,24-37=-430/699,24-38=-716/145,23-38=-716/145,22-23=-716/145, 8-20=-7031134,20-40=-138/942,19-40=-138/942,19-41=-164/1514,18-41=-164/1514, 17-18=-164/1514,17-42=-187/1835,16-42=-187/1835,12-16=-1116/212 WEBS 4.24=-583/1811 6-24=-22/635,6-22=-11921226,7-22=-2241/284,20-22=-1702/359, 9-20--2417/259,9-19=0/815,10-19=-826/102,10-17=-76/904,11-17--810/162, 13-16=-210/2193,7-20=-192/1634 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;•MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs OF NEW non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �i',�P �OplIER G 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 exce ft=)�5 14-141,22-312. Z 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard /1`PI 8)This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel po Ion Top Chord and Bottom Chord,nonconcurrent with any other live loads. n 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.' LOAD CASE(S) Standard56308 AROFESSIO'tl Job russ ]:f s ype ty Harvest Pointe Recreation Bklg 17092219B T53C Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:18:10 2017 Page 1 ID:cgGKpPnC6LOWOwLp1 CCQmoybhix-GTfdfiAhn?yfxUhHT41XK669S7HiGbM7LOgDKyUouR 34.8-0 10.0 59-6 11-3-4 1810.0 24-3-4 31-8-8 33-11-3 42-6-0 0-10-0 5.9-6 5-5-14 5-6-12 7.5-4 7-5-4 2-2-110-8-3 7-10-0 Scale=1:74.6 5x12 MT18H= 6x8= 2x4 11 2x4 11 4x12 MT20HS= 3x8= 8x8= 6.00 12 5 27 6 78 8 9 0 9 10 31 5x6= 26 11 12 2x4\\ 4 W6 W8 $ 33 5x6 r 0 5x6 i 3 25 4 C624 W13 Ar 1 19 15 — d 6x10= 37 i8 17 38 116 39 5x6 II 34 23 22 35 21 36 20 3x4= 3x6—_ 3x4= 14 13 3x4= 3x6= 2x4 11 4x4 11 3x8= 4x4= 0.5„ 12 7-10-8 15-1-0 16.10-0 24-3-4 31-8-8 34 8-0 42-6-0 0-5- 2 7-4-12 7-2-8 1-9.0 7-5.4 7-5.4 2-11-8 7-10-0 Plate Offsets(X,Y)-- [2:0-3-11,0-1-2] [5:0-4-12,0-2-0],[7:0-6-0,Edge],[8:0-3-8,0-1-8],[9:0-8-4,0-2-0] [10:0-3-9,Edge] [15:0-3-8,0-2-81,[19:0-3-12 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.24 2-23 >754 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.97 Velt(CT) -0.3613-14 >912 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 13 n/a n/a MT18H 197/144 BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.05 16 >999 360 Weight:260 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2,T3:2x4 SP SS,T5:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):5-9,10-12. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3,B6:2x4 SP No.3,137,132:2x4 SP No.1 WEBS 1 Row at midpt 12-13,5-21,9-18 WEBS 2x4 SP No.3"Except` 2 Rows at 1/3 pts 8-19 W6,W12:2x4 SP No.2 or 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 3-2-11 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=1 06310-6-0 (min.0-2-11),2=341/0-4-8 (min.0-1-8),21-2733/0-6-0 (min.0-4-11) Max Horz 2=200(LC 8) Max Upliftl3=-131(LC 8),2=-101(LC 11),21=-343(LC 8) Max Grav 13-1715(LC 32),2=894(LC 33),21=3963(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-24=-880/539,3-24=-768/579,3-25=-712(575,4-25=-562/633,4-26=-423/684, 5-26=-2661778,5-27=-94/1112,6-27=-94/1112,6-7=-91/1085,7-28=-91/1085, 8-28=-91/1085,8-29=-14531224,29-30=-1448/224,9-30=-1448/225,9-31=-2096/294, 10-31=-2136/285,10-32=-2458/340,11-32=-2465/339,11-33--23621324,12-33=-2362/324, 12-13=-1628/218 BOT CHORD 2-34=-487/640,23-34=-4871640,23-35=-900/145,22-35--900/145,21-22=-900/145, 6-19=-987/185,19-37-16711448,18-37-167/1448,17-18--180/1909,17-38=-180/1909, 16-38=-180/1909,16-39=-197/2223,15-39=-1 97/2223,11-15=-1678/302 WEBS 4.23=-786/232,5-23=-1 09/944,5-21=-27221356,19-21=-2767/438,5-19=-210/1702, 8-19=-3025/312,8-18=01605,9-18=-566/78,9-16-38/740,10-16-620/126, 10-15=-166/609,12-15=-278/2595 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangsN non-concurrent with other live loads. (�OF ��Y0 5)Provide adequate drainage to prevent water ponding. ��P �OpHER G �Q,r 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep 'I 2=101,21=343. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ly$ PI . �. f 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel pot Iobull Top Chord and Bottom Chord,nonconcurrent with any other live loads. 110}Gra hical urlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Cohttnu�d on]age 2 56306 10 66306 rJo5--�7ivSs ]Tru-ss-Ty-pe �Qty y Harvest Pointe Recreation Bldg 170922198 T53C Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:18:10 2017 Page 2 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-GTfdfiAhn? vfxUhHT41XK669S7HjGbM7LOgDKyUouR LOAD CASE(S) Standard OF NEW n 56306 AROFESSIO�P � 9s Roof Type Orly 7Tjob vest Pointe Recreation Bldg 170922196 T53D Roof Special 1 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apt 8 2017 MTek Industries,Inc.Tue Oct 1014:18:21 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-RapnzSJbBONMUdgoQHmuUf3?OuuWoDn_fZB16CyUouG -Q•10r0 4-5-6 8-7.4 + 12-8-10 16-10-0 22-6-3 28-6-5 34-4-8 , 36.7-3 , 42-6-0 , 0'-10-0 4-5.6 4-1-14 41-6 4.1-6 5-10-3 5-10-3 5-10-3 2-2-11 rr10.13 Scale=1:74.8 5x6= 3x4 11 5x12 MTI8H= 4x10= 3x10 MT20HS= 3X8= 3x4= 6.00 12 5 7 6 To 7 8 29 10 3,& 32 11 5x8 46= 2 4� 26 12 33 34 13 LE 4 W7 5x6 1 2 3 V 3 3 134 R1 20 17 BZ 6x10= 37 19 18 38 5X Z- 5X6 11 35 24 23 2236 21 3x10 MT20HS= 16 39 15 40 14 48— 3x6= 2x4 11 4x4= 2x4 11 5x10= 3x4= 4x4= 3x4 11 36-7.3 0-,5•d2 8.7-4 15.1.0 ,16-10-Oi 25.9-0 34-4-8 34�$0 42.6-0 05.92 8-1.8 6.5-12 1- 6.11.0 8.7.8 0..8 5-10-13 1.11-3 Plate Offsets(X,Y)- [2:0-4-3,0-0-21,[11:0-6-12,0-1-41,[12:0-4-0,0-1-14],[14:Edge,0-1-8] [17:0-2-8,0-2-0],[20:0-4-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.89 Vert(LL) -0.3419-20 >975 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0,5217-19 >634 360 MT20HS 187/143 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 14 n/a n/a MT18H 197/144 BOLL 10,0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.0617-19 >999 360 Weight:247 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except T2,T3:2x4 SP No.1,T5:2x4 SP SS end verticals,and 2-0-0 oc purlins(2-5-10 max.):5-11,12-13. BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3,B6:2x4 SP No.3,137:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 13-14,6-22 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 9-20 SLIDER Left 2x8 SP No.2 2-5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=105710-6-0 (min.0-2-10),2=334/0-4-8 (min.0-1-8),22-274410-6-0 (min,0-5-0) Max Horz 2=148(LC 8) Max Uplift14=-126(L0 8),2=-97(LC 11),22—380(LC 8) Max Gravl4=1680(LC 32),2=844(LO 33),22=4254(LO 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-875/4521 3-4--6301491,4-26=-259/658,5-26=-1381732,5-27=-121/612, 6-27=-123/607,6-28=-168/1788,7-28=-168/1788,7-8=-16511743,8-29=-165/1743, 9-29=-165/1743,9-30=-20321224,10-30=-2032/224,10-31--2376/312,31-32=-23761312, 11-32=-23771312,11-33=-2599/330,12-33=-26191321,12-34=-1958/261,13-34=-1962/260, 13-14=-1618/207 BOT CHORD 2-35.-392/655,24-35=-392/655,23-24=-1 474/203,22-23=-1 4741203,7-20=-738/144, 20-37—153/1219,19-37=-153/1219,18-19=-265/2617,18-38=-265/2617,17-38=-265/2617, 11-17=-56/843 WEBS 4-24=-665/194,5-24=-640/118,6-24=-146/1296,6-22=-2714/308,20-22=-3162/451, 6-20=-139/1280,9-20=-3460/378,9-19=-44/1278,10-19=-960/1975 10-17=-279/182, 15-17=-1 31/2034,12-17=-47/364,12-15=-20121251,13-15=-234/2233 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs F NEW non-concurrent with other live loads. �(�Go !-O 5)Provide adequate drainage to prevent water ponding. , pPKER G �� 6)All plates are MT20 plates unless otherwise indicated. � 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 exce tom({ 1 �+^ 14=126,22-380. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ISS�I-PI F 9)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel po 0 LU Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2 r; G�o�tln aR ro l agrlen2representation does not depict the size or the orientation of the purlin along the top and/or bottom chorda S630S P A'0 SSIONP Job russ 7R-f9p-il 'pe Qty y Harvest Pointe Recreation Bldg 170922196 T53D 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:18:21 2017 Page 2 ID;cgGKpPnC6LQWOwLp1 CQQmoybhix•RapnzSJbBONMUdgoQHmuUf3?OuuWoDn_fZB16CyUouG LOAD CASE(S) Standard �OF NE14/ C.) OPVIER 0 �'P•r s af m a N 56308 A�OFESSIOXA Job russtoss ype Qty y Harvest Pointe Recreation Bldg 17092219B 1'53ERoof Spedal Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi Tek Industries,Inc.Tue Oct 1014:19:08 2017 Page 1 ID:cgGKpPnC6LQW0wLp 1 CQQmoybhix-Zd9YgXt46glhcswqgf6vuZW?oq?oJVIuTN3kFzyUotX 10 0 2-11-15 5-11-4 11-4-10 16-10-0 21-3 8 25 9.0 30 2-8 34•S 0 37-0 8 39 3-3 42-6-0 0.10.0 2-11-15 2-11-5 5.5 6 5-5-8 L4. .8 - 4-5-8 4.5 8 4-5 8 2-4-8 2-2-11 3.2.13 Scale=1:73.5 5x8= 2x4 II 5x6= 3x8= 3x4= 2x4 II 6.00 12 4x12= 5x6= 4 32 5 6 34 7 35 8 9 37 10 1138 6x8= 3x4 31 39 2x4 II 3 0 0 0 12 4113 a 30 7 0 12 1 L6 Fj 13 23 22 18 _ a EE 50 5152 63 54 21 2055 56 57 19 58 5 42 29 43 2844 45 27 26 48 47P5 4824 49 4x4= 4x8= 4x4= 17 fi0 16 61 15 fit 14 410 11 2x4 11 4x4= 48= 6X6=3x4 11 2x4 11 2x4 11 48= 2x4 11 4x4= 44= 6x8= 0•�-122.11.15 5-11-4 , 10-6-2 , 15.1.0 ,16.10.0, 21-3-6 25.9.0 , 30.2-8 34.8-0 37.0.8 , 39-3.3 , 42.6.0 0.5.92 2.6.3 2.11.5 4.6.14 4-6-14 1-9.0 A-5-8 4-5-8 4-5-8 4-5-8 2.4.8 2.2-1-� 3-213 -1 Plate Offsets(X,Y)-- [2:0-5-8,Edge],[2:0-0-5,0-7-15],[2:0-0-2,0-0-5],[4:0-3-0,0-2-0],[7:0-3-0,0-3-0],111:0-3-0,0-2-0],[12:0-2-12,0-2-0],[18:0-2-12,0-4-0],[23;0-2-8,0-3-0], [25:0-3-0,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1,15 TO 0,97 Vert(LL) -0.19 19 >999 480 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.2919-20 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.08 14 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0.10 19 >999 360 Weight:532 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2*Except* end verticals,and 2-0-0 oc purlins(5-0-2 max,):4-11,12-13. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (Ib/size) 14=1421/0-6-0 (min.0-1-9),25=4320/0-6-0 (min.0-4-11),2=350/0-4-8 (min.0-1-8) Max Horz 2=97(LC 6) Max Uplift14=-288(LC 6),25=-1366(LO 6),2=-165(LC 9) Max Grav 14=1987(LC 30),25=6015(LC 30),2=760(LO 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-30=-7931215,3-30=-682/232,3-31=-407/392,4-31=-305/418,4-32=-222/1690, 5-32=-222/1691,5-33=-793/3790,6-33=-793/3790,6-34=-784/3752,7-34=-784/3752, 7-35=-1311/285,8-35=-1311/285,8-36=-5621/1110,9-36=-5621/1110,9-37=-4765/887, 10-37=-4765/887,10-38=-4662/867,11-38.-4663/867,11-39=-2884/518,39-40=-2917/511, 12-40=-2925/508,13-14=-251/Q BOT CHORD 2-42=-207/5721 29-42=-207/572,29-43--207/572,28-43=-2071572,28-44=-332/244, 44-45--332/244,27-45=-332/244,26-27=-1941/345,26-46=-1941/345,46-47=-1941/345, 47-48=-1941/345,25-48=-1941/345,25-49--365/78,24-49=-365/78,23-24--287/93, 6-23=-730/137,23-50=-234/1187,50-51=-234/1187,51-52=-234/1187,22-52=-234/1187, 22-53=-886/4460,53-54=-88614460,21-54=-886/4460,20-21--886/4460,20-55=-88614460, 55-56=-886/4460,56-57=-886/4460,19-57=-886/4460,19-58=-1091/5621,58-59=-1091/5621, 18-59=-1091/5621,10-18=-495/112,17-60=-47/293,16-60=-47/293,16-61=-381/2419, 15-61=-381/2419,15-62=-385/2427,14-62=-38512427 WEBS 3-28=-381/102,4-28=-253/664,4-27=-1789/424,5-27--369/1301,5-25=-3841/924, 23-25=-5281/1084,5-23=-220/1150,7-22=-41712005,8-22=-3561/709,8-20=-101/489, 8-19=-232/1312,9-19=-329/272,9-18.-961/251,16-18=-431/2506,11-18=-591/2991, 11-16=-994/234,12-14-2885/447,7-23=-5586/1132 NOTES- OF NE 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: �� , Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered'equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD OASES)s ctt .431y connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. r 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enc (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plat t = r 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu Continued on page 2 56305 A�OFESSIONA J3 russ russ ype ty pkv 1II Harvest Pointe Recreation Bit 170922196 T53E I Hoof Special Girder 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:08 2017 Page 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhuc-Zd9YgXt46glhcswqgf6vuZW?Oq?oJVjuTN3kFzyUotX NOTES- 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)14=288,25=1366,2=165. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)243 Ib down and 175 lb up at 5-11-4,111 Ib down and 87 Ib up at 6-5-4, 111 Ib down and 87 Ib up at 8-5-4,111 Ib down and 87 Ib up at 10-5-4,111 Ib down and 87 Ib up at 12-5-4,111 Ib down and 87 Ib up at 14-5-4,147 Ib down and 77 Ib up at 16-8-4,146 Ib down and 75 Ib up at 18-5-4,146 Ib down and 75 Ib up at 20-5-4,146 lb down and 75 Ib up at 22-5-4,146 lb down and 75 lb up at 24-5-4,146 Ib down and 75 Ib up at 26-5-4,146 Ib down and 75 Ib up at 28-5-4,146 lb down and 75 Ib up at 30-5-4,and 146 Ib down and 75 Ib up at 32-5-4,and 146 lb down and 75 Ib up at 34-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-76,4-11=76,11-12=-76,12-13=-76,2-24=-20,18-23=-20,14-17=-20 Concentrated Loads(lb) Vert:24=-132(8)21=-132(B)28=-243(6)27=-78(B)19=-132(8)44=-78(6)45=-78(B)46=-78(B)48=-78(B)50=-132(B)52=-132(8)53=-132(8)55=-132(B)57=-132(B) 58=-132(B)59=-132(B) OF NEW C (OPFIER G V r 66305 v� AROFESSI011A oTruss TrussTyje-- Qty y Harvest Pointe Recreation Bldg 170922196 T54 Diagonal Hip Girder 1 11 IJob Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 10 14:19:12 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 COQmoybhix-SO03guwaA3o65fEcvUBr2PgoQRUNFU7U0_1 xOkyUotT -2.2-4 3-0-8 6-1-0 2-2-4 3-0-8 3-0.8 2x4 11 Scale=1:21.7 4 9 4.80 12 4x8 3 B T1 W5 2x4 II 2 W W3 4 1 71 10 6 11 5 4x6= 2x4 I1 4x4= 9-"-23-0-8 6-1.0 0-8-9 2-3-15 3-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15, TO 0.56 Vert(LL) -0.01 5-6 >999, 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.01- 5-6 >996 360 TCDL 15.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL). 0.00 6 >999 360 Weight:52 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WI:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=693/0-7-8 (min.0-1-8),5=243/Mechanical Max Horz 7=146(LC 6) Max Uplift7=-166(LC 5),5=-119(LC 9) Max Grav7-704(LC 16),5=324(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-591/184,4-5=-252136 WEBS 3-6=-66/291 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6,0psf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ' 4)This truss has been designed for greater of min roof live load of 19.2 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)7=166, 5=119. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI TPI 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 Ib down and 15 Ib up at -2-2-4 on top chord,and 106 Ib down and 69 Ib up at 2-10-4,and 66 Ib down and 72 Ib up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard pF Wiwi, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 o Uniform Loads(plf) �Q' OpHER Vert:1.2=-76,2-4=-76,5-7--20 Concentrated Loads(lb) I e O�� Vert:1=-100(F)6=-106(F)11=3(B) 56306 4b 66306 Job Cuss toss ype y Harvest Pointe Recreation Bldg 170922196 T55 Jack-Open 1 1 --- �. � Job Reference(optional) Universal Forest Products;5631 S.NO 62,Burlington,NO 8.030s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:14 2017 Pace 1 ID:ogGKpPnC6LQWOwLpl CQQmoybhix-OnWp5aydg2gKnN_lvDJ7gmABF6BjPKnrFW2SdyUotR 0.10.0 3-2-0 0-10 3.2.0 Scale=1:14.4 4 2x4 11 6.00 12 6 5x6 3 W1 2 HW1 1 B1 4x6 11 7 5 2x4 11 0-5-12 3.2-0 0-5-12 2-8-4 Plate Offsets(X Y)-- [2:0-3-11,0-1-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.41 Vert(LL) -0.03 2-5 >999 480 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.03 2-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 2 **** 360 Weight:17 Ib FT-40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-8-1 REACTIONS. (Ib/size) 2=218/0-4-8 (min.0-1-8),5=137/Mechanical Max Horz 2=86(LC 8) Max Uplift2=-26(LC 11),5=-36(LC 11) Max Grav2=304(LC 27),5=272(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint($)2,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEW _'OpHER G 0�Q'` r � C•t' m S6306 v� AR�FESSION� o Cuss ]rJ,,7k ,, 'pe ty y Harvest Pointe Recreation Bldg 7 170922198 T56 Y` ]Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:17 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhlx-oLCyjcr?bRPCE6Zi2n01SOj3SBswniFDYGIi3yyUotO 1-3.12 2.6-0 -1.3_ -3-12-6-0 2x4 11 Scale=1:17.2 3 ' K 8.C, C' Z C��Z3x8 W3 8 g 4 3x4 11 5 3x4= 0-5-12, 2-6-0 0-5-12 2.0-4 LOADING(psf) SPACING- 2-0-0 CSI, DEFL in (loc) I/dell . Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.31 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,21 Vert(CT) 0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WS 0,05 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TPI2014' Matrix-S Wind(LL) -0.00 4-5 >999 360 Weight:16 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=-9/Mechanical,5=332/0-4-8 (min.0-1-8) Max Horz 5=108(LC 8) Max Uplift4=-94(LC 17),5=-44(LC 11) Max Grav4=206(LC 27),5=410(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6---311/119 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS, (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1,1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf.or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5, 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all.panel points along the ; Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard ,OF NEy�Y c _%O9V"4ER0 O'p� 0 W m 66308 v AROFESS10k, Job Truss mss Type city Ty Fib est Pointe Recreation Bldg 17092219�T57 JACK-OPEN 1 Reference(optional) I Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MIT&Industries,Inc.Tue Oct 10 14:19:20 2017 Page 1 ID:o9GKpPnC6LQWOwLp1CQQmoybhix-Dwt4MdOblWp 3ir8NANN5?CggBa77zfEEzNgHyUotL 1-3-12 3-9-0 1-3-12 3-9-0 2x4 II Scale=1:21.3 3 8.00 F12 8 7 1 W3 3x6 2 1 2 1 --81.- 6 9 4 3x4 II 5 3x4= 0.5-12 3-9-0 0 12 3-3.4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.02 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCLL 10,0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.00 4-5 >999 360 Weight:22 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=90/Mechanical,5=354/0-4-8 (min.0-1-8) Max Horz 5=139(LC 8) Max Uplift4=-67(LC 8),5=-40(LC 11) Max Grav4=253(LC 27),5=400(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-324/133 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW �OPKER G (� a V• 56306 AROFESSI01A Job �IIi naT ss— Truss Typety y Harvest Pointe Recreation Bldg 170922198 IT57A JACK-OPEN 1 fob Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 10 14:19:23 2017 Page 1 ID:cgGKPPnC6LQWOwLp 1 CQQmoybhix-dVZD_f3UaRBZw9Zi2luQ?idhttA5KU 16wCC1 HcyUotl -1-3-12 3-9-0 1-3-12 3-9-0 2x4 11 Scale=1:21.3 3 8.00 12 7 6 1 W3 3x6 i 2 1 H 1:31 LA B�� 2 1 8 4 5 3x4= 2x4 11 3-9-0 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0,48 Vert(LL) -0,04 4.5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15- BC 0.48 Vert(CT)-, -0.05 4-5 >860 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0,00 4 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5 ** 360 Weight:22 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 :BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=301/0.6-0 (min.0-1-8),4=143/Mechanical Max Horz 5=139(LC 8) Max Uplift5=-34(LC 11),4=-57(LC 8) Max Grav5=339(LC 25),4=277(LO 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-305/128 NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6,0psf;,h=24ft;Cat.,11;Exp B;enclosed;MWFR,S . (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;.end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip.DOL=1,60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16,0 psf or,2.00 times.flat roof load of 23.1 psf•on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 100 Ib uplift atjoint(s)5,4. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.O1b live located at,all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard OF NEVV Op"ER0 56308 ARS ESS10"t, Irk �IlfTruss^ cuss ype ply Harvest Pointe Recreation Bldg IIII 170922196 IT58 JACK-OPEN 9 1 Job Reference(optional) ^ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Wei<Industries Inc.Tue Oct 1014:19:26 2017 Pae 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-14FLch5MtMZ7ndllkkR7cMFFo5D?kgZYcAQhuwyUotF -1-3 12 i-3-12 2-0.0 2x4 11 Scale=1:21,3 4 8.00 12 3x6 10 3 a W4 � N y 1 3x6 i 3 2 B2 6 1 2x4-12 5 0 1 2 3x4= 11 7 8 3x4= 2x4 11 2.0.0 2.0-0 1-9-0 LOADING(psf) , SPACING- 2-0-0 CSI. DEFL in (loc) I/deli L/d PLATES GRIP TCLL 23,1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 5-6 >999 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC' 0.33 Vert(CT) -0.01 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 5 nla n/a BCDL LL 10.0 10.0 Code IB02015/TP12014 Matrix-S Wind(LL) 0,00 7 >999 360 Weight:24 Ib FT=40/V LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. B2:2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=301/0-6-0 (min.0-1-8),5=143/Mechanical Max Horz 8=123(LC 8) Max Uplift8=-31(LC 11),5=-55(LC 8) Max Grav8=339(LC 25),5=277(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-326/115 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,5. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard'ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEW Y ,'OpHER G � W n w ` Snob v RofiESS1 Job FTI-rs tul ss Type y y Harvest Pointe Recreation Bldg 170922196 Common 2 1 - Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:29 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 0QQmoybh1x-SfwUFi7FAHxie41 tPZ?gE_tm81G_kAy_l8fLUFyUotC , 1-3-12 3-2-0 6.4-0 7-7-12 , 1-3-12 3-2-0 3-2-0 1-3-12 4x4= Scale=1:17.7 3 6.00 12 11 10 12 9 3x4 11 1 Ti 3x4 11 4 2 W2 5 0 1 4 81 13 7 14 2x4 II 8 6 3x4 11 3x4 11 3-2-0 6-4.0 3-2-0 3.2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in, (loo) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.30 Vert(LL) -0,02 7-8 >999 480 MT20 197/144 (Ground Snow=30:0) Lumber DOL 1.15 BC 0,32 Vert(CT) -0.03 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB. 0,07 Horz(CT) 0.00 6 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-R Wind(LL) 0.00 7 >999 360 Weight:23]b FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 8=402/0-6-0 (min.0-1-8),6=402/0-6-0 (min.0-1-8) Installation guide. Max Horz 8=55(LC 10) Max Uplift8=-60(LC 11),6=-60(LC 12) FORCES. (]b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-351/197,4-6=-351/197 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18,0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate'capable of withstanding 100 Ib uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard.ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard of:NEW y NS_COpHER r � ARO�ESSIO�P� Job tussruss yps 9 uQty y Harvest Pointe Recreation Bldg t7os22tsB TSSA Common 1 Job Reference(optional) Universal Forest Products,5631'S.NC 62,Burlington,NC 8.030 s Appr 8 2017 MTek Industries,Inc.TUe Oct 10 14:19:32 2017 Page 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-sEoctkA7TCJHVYIS4hYXsdVHIVGbxYpQ 6t?5ayUot9 3-2-0 6-4-0 3-2-0 3-2-0 4x4= Scale=1:17.7 2 6.00 Fi2 8 7 1 T1 3x4 11 3x4 11 3 1 W2 0 d B1 9 5 10 2x4 II 6 4 3x4 11 3x4 11 3.2-0 6-4-0 3=2.0 3-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23:1 Plate Grip DOL 1.15 TO 0.30 Vert(LL) -0.02 4-5 >999 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.03 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0,06 Horz(CT) -0.00 6 n/a n/a BOLL 10.0 BCDL 10.0 Code[B02015/TP12014 Matrix-R Wind(LL) 0.01 5 >999 360 Weight:20 Ib FT=40/* LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=291/0-5-8 (min.0-1-8),4-291/0-6-0 (min.0-1-8) Max Horz 4=-46(LO 7) Max Uplift6=-27(LC 11),4=-27(LC 12) Max Grav6-351(LC 24),4=351(LO 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-264/100,3-8=-264/100,1-6=-304/110,3-4.-304/110 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 5)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 6)This truss has been designed for a moving concentrated load'of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard �OF NEIV �OpFtER G 56306 V� ARo�ESslot, o russ Truss Type QtY PIY Harvest Pointe Recreation Bldg 17092219B T60 I HIP Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 6 2017 Mrrek Industries,Inc.Tue Oct 1014:19:37 2017 Page 1 ID:ogGKPPnC6LQW0wLp1 CQQmoybhix-DCPVwSEGHkyZbJePtE8iZgD7BW1 hcpCA8NbmnoyUot4 1-3-122-6-13 3-9-3 6-4.0 7-7-12 1-3.12 2-6-13 1-2-5 2-6-13 1-3-12 Scale=1:16.6 5 5x6= x6= 4 12 5 T2 4,05-2 6 4x413 T1 r, W1 2W1 72 HWi 8 0 i d Li 131 14 70 15 9 16 2x4 11 3x4= R� 3x8 11 3x8 11 2-6-13 3-9-3 6.40 2-6-t3 2-6-13 Plate Offsets(X,Y)-- [2:0-6-1,0-0-51,[4:0-3-0,0-2-01,[5:0-3-0 0-2-01 [7:0-6-1,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.29 Vert(LL) -0.00 10 >999 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1,15 BC 0.13 Vert(CT) -0.00 2-10 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 7 n/a n/a BOLL 10.0 BCDL 10,0 Code ISC2015ITP12014 Matrix-P Wind(LL) -0.00 10 >999 360 Weight:41 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, SLIDER Left 2x6 SP No.2 1-7-13,Right 2x6 SP No.2 1-7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=333/0-6-0 (min.0-1-8),7=333/0-6-0 (min.0-1-8) Installation guide, Max Horz 2=-33(LC 79) Max Uplift2=-144(LC 9),7=-144(LC 10) Max Grav2=571(LC 28),7=571(LO 28) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-415/149,3-11—363/155,3-4=-301/160,5-6=-302/161,6-13=-364/156, 7-13=-416/150 BOT CHORD 2-14_108/261,10-14—108/261,10-15=-103/257,9-15=-103/257,9-16=-100/256, 7-16=-100/256 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=Ib)2=144, 7-144. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 Ib down and 155 Ib up at 2-6- ,and 14 Ib down and 155 lb up at 3-9-3 on bottom chord. The design/selection of such connection device(s)is the responsib'i others. `� F��W r0 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��P �QpHER G `per LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1,15,Plate Increase=1.15 Uniform Loads(plf) af Vert:1-4=-76,4-5=-76,5-8=-76,2-7=-20 Continued on page 2 ` 56300 ARO�ESSIONP� r170111913 toss toss ype y Harvest Pointe Recreation Bldg Tso Hip Girder 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MITek Industries,Inc.Tue Page ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-DCPVwSEGHkyZbJePtE8iZgD7BW1 hcpCA8NbmnoyUot4 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=72(B)9=72(B) OF NEW 0p11ER G °�p�, 56306 AROFESSio�'P� Joh- Truss Truss Type -t�I Qty Ply Harvest Pointe Recreation Bldg �17092219B T61 Jack-Open Girder I2 1 Job Reference(optionaD Universal Forest Products,5631 S.NC 62,Burlington,NC 6.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:19:40 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix-dn5eYTG8afK8SmN YNhPBJraukO_pARogLpQN6yUot1 -2-2-4 2-5.11 2-2-4 2.5-11 Scale=1:13.8 3 2x4 Il 4.80 F12 6 44 2 T1 W3 W 1 W2 77 B1 7 4 5 3x4= 2x4 11 2-5.11 2-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vett(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stresslncr NO WB 0.02' Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IB02015/TP12014 Matrix-P, Wind(LL) 0.00 5 **** 360 Weight;21 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4.SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=-97/Mechanical,5=585/0-9-0 (min.0-1-8) Max Horz 5=104(LC 10) Max Uplift4=-154(LC 17),5=-132(LC 7) Max Grav4=161(LC 27),5=601(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-579/317 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL'=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.2 psf or 2.00 times flat roof load of.23.1 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)4=154, 5=132. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200.O1b live located at:all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)419 Ib down and 35 Ib up at -2-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B)... \S OF NEW), LOAD CASE(S) Standard �'`g* GOPHER G QA 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 N5 r Uniform Loads(plf) Vert:1-2=-76,2-3=-76,,4-5=-20 V Concentrated Loads(Ib) Vert:1=-100(F) 0AJ �ip 66305 ARO SSI®NPS o Nss Nss ype Qty Harvest Pointe Recreation Bldg �7092219B T62 MONOPTCH GIRDER �1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s8 8 2017 MiT'ek Industries,Inc.Tue Oct 1014:19;44 2017 Pae 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-WYK9OrJfeugaxOglnOmLL9?JcLPclgAClzoeVuyuosz 5.0.1 9.8-11 14-8-12 5-0-1 4 8-9 5-0•1 6.00 12 2X4 I I Scale=1:53.7 3x4 5 4x4 4 3 12 11 3x4 2 10 3x4 i 1 IVI 9 13 8 14 15 7 16 17 6 3x6 II 46= 8x8= 5x6= 5-0-1 9-8-11 14-8-12 5-0-1 4-8.9 5.0-1 Plate Offsets(X,Y)-- [7;0-3-8,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO ' 0.35 Vert(LL) -0.02 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.04 7-8 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.00 6 n/a n/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) 0.01 7 >999 360 Weight:243 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No,2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x8 SP DSS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (Ib/size) 6=2353/0-6-0 (min.0-1-15),9=1381/Mechanical Max Horz 9.351(LC 8) Max Uplift6=-409(LC 9),9.162(LC 9) Max Grav6=2457(LC 15),9=1399(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1602/183,2-10--1519/197,2-11=1548/213,3-11=-1403/236,5-6=-261/57, 1-9=-1342/181 BOT CHORD 9-13=-337/138,8-13=-337/138,8-14=-302/1363,14-15=-302/1363,7-15=-302/1363, 7-16=-258/1319,16-17=-258/1319,6-17=-258/1319 WEBS 2-8=-298/99,2-7=-298/200,3-7=-303/1984,3-6=-2210/429,1-8=-1 20/1383 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9.0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section,Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift,at joint(s)except Gt=1b)6=409, 9-162. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)776 lb down and 125 Ibi�y- NEW yo ,and 719 Ib down and 127 Ib up at 10-3-8,and 850 Ib down and 132 Ib up at 12-3-8 on bottom chord. The design/select' nt�if ,CHER connection device(s)is the responsibility of others. LOAD CASE(S) Standard U� ' 1)Dead+Snow(balanced):Lumber Increase-1,15,Plate Increase=1.15 P , - alu Continued on page 2 56305 tG� AROFESSIONP� Job loss Truss-Typ9 y p=HarvestfPoInte Recreafion Bldg 170922196 T62 MONOPTCH GIRDER ` nce(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:44 2017 Pe 2 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-WYK9OrJfeugaxOglnDmLL9?JcLPc[gAClzoeVuyUa�ggosz LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-76,6-9=-20 Concentrated Loads(Ib) Vert:15=-776(F)16=-719(F)17=-8500 of NEw g04NER QHS r r � Rt $6306 ARO��SS100 Job- Ivss T tuT ss 1 ype _� City y Harvest Pointe Recreation Bkpg 17092219B T 33 I Half Hip �� - Job Reference(options!) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Wei<Industries,Inc.Tue Oct 1014:19:48 2017 Page 1 ID:ogGKpPnC6LQWOwLp1CQOmoybhlx-OJagECMAi6KOQ? W02gHW?AtsycBhhvngbmrefyUosv 1-10 2 7-0-512.6.0 13-9-12, i-10-2 5.2-3 5-5.11 3x4 11 5x6= 'Scale:!/4"=1' 1 , 10 8.00112 2x4 11 3 2 C LeN 11 4x6-� 4 1�! 5N 12 13 g 7 6 3x6= 3x10= 3x4 II 7-0.5 _ 12-6-0 7-0.5 5-5-11 Plate Offsets(X Y)-- [2:0-3-0,0-2-31,[4:0-2-14,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.84 Vert(LL) -0.19 7-8 >778 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.26 7-8 >567 360 TCDL 15.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.00 6 n/a n/a BOLL 10.0 BOX 10.0 Code I802015/TP12014 Matrix-S Wind(LL) 0.03 7-8 >999 360 Weight:85 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-8,2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=581/Mechanical,6=705/0-6-0 (min.0-2-0) Max Horz 8=-312(LC 7) Max Uplift8=-112(LC 12),6--70(LC 12) Max Grav8=880(LC 33),6=1279(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-912/286,3-10.1157/269,3-11=-747/117,4-11=-1134/99,4-6=-1233/177 BOT CHORD 8-12=-91/286,7-12=-91/286 WEBS 3-7-861/251,2-7=-22711100,2.8=-869/165,4-7-0/637 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat,II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=lb)8=112. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEpV LOAD CASE(S) Standard y�P(�OpHER G r��f r_ IY n - ` 66305 ��O 'ESSIONP� Job TT11A Truss yp-7 e y y Harvest Pointe Recreation Bldg 170922196 ]Half Hip 7 I !Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,= 8.030 s Apr 8 2017 MT&Industries,Inc.Tue Oct 1014:19:51 2017 Pae 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-puFosE02 1 iaHTi5hB0_7doPeA!xuO6DMZ_WF_yUoss 3 4 27:5 12-6-0 13-9.12 3-4 2 r 4-5.3 4-8-11 1-3-12 4x4= 5x6= Scale-1:41.4 1 10 11 8.00112 44 3 C LC LO 2 IV r. 12 4 3x4 11 4 5 1N 13 7 14 1 8 6 2x4 ll 3x8= 3x8= 3-42 , 12-6-0 3-4-2 9-1-14 Plate Offsets(X,Y)-- [2:0-3-0,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defy• Ud PLATES GRIP TOLL 23.1 Plate Grip DOL - 1.15 TC 0.74 Velt(LL) -0.25 6-7 >595 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) , -0.37 6-7 >394 360 TCDL 15.0 Rep Stress Incr YES WB 0,54 Horz(CT) 0.01 6 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.01 6-7 >999 360 Weight:91 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS end verticals,and 2-0-0 oc purlins(6-0-0 max,):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=581/Mechanical,6=705/0-6-0 (min,0-1-15) Max Horz 8=-274(LC 7) Max Uplift8=-107(LC 7),6=-77(LC 12) Max Grav8=739(LC 27),6=1246(LC 27) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 1-8=-738/132,1-9=-349/154,2-9--347/155,2-10=-295!139,1.0-11=-427/136, 3-11=-611/124,4-12=-411/88,4.6=-650/171 BOT CHORD 7-14=0/722,6-i4=0/722 WEBS 1-7=-73/807,3-7=-527/187,3-6=-768/49 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6,Opsf;BCDL=6.Opsf;h=24ft;Cat:II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1..60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20,0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b)8=107. 8)This truss is designed in accordance with the 2015 International,Building Code section 2306,1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200,0Ib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, ; 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.. LOAD CASE(S) Standard OF NEW�p � w 66306 A�OFESSIO�A� Job cusstoss Type 7y Harvest Pointe Recreation Bkig �17092219B T638 Half Hip 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:19:55 2017 Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhLx-hf VJibSZ2GDO140swOSwITy3Nn?OgtOpHByiOlyUoso 4-10-2 12-6-0 ,_13-9.1.2 4-10-2 7.7-14 T 1.3.12 4x4= 6x6= Scale=1:35.7 1 8 9 2 10 8.00112 11 \ CV 5x12 MT1811 3 4 Jr N 12 6 13 7 53x4 II 2x4 11 4x8= 4-10-2 12-6.0 4-10-2 7-7-14 Plate Offsets(X,Y)-- (2:0-3-8 Edge] [3:0-5-4,0-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.89 Vett(LL) -0.18 5-6 >787 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.25 5-6 >571 360 MT18H 244/190 TCDL 15.0 Rep Stress Mor YES WB 0.33 Horz(CT) 0.01 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015ITP12014 Matrix-S Wind(LL) -0.01 6-7 >999 360 Weight:76 Ib FT-40/a LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(4-10-14 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS. 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W5:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=576/Mechanical,5=708/0-6-0 (min.0-1-14) Max Horz 7=-237(LC 7) Max Uplift7=-105(LC 7),5-80(LO 12) Max Grav7=796(LG 26),5=1200(LC 27) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-759/145,1-8=-436/164,8-9=-436/164,2-9=-434/165,2-10=-386/120,10-11=-518/99, 3-11=-871/95,3-5=-1132/204 BOT CHORD 6-13=-164/692,5-13=-164/692 WEBS 1-6=-88/698,2-6=-348/133,3-6=-324/277 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b)7=105. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEW,,, LOAD CASE(S) Standard C �OpHER G 0,p1 Flu S630B i' A�OFESS10k, Job Hiss tuss ype ty rTHest Pointe Recreation Bldg 170922196 T63C Common 1 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:19:58 2017 Page 1 ID:cgGKpPnC6LQWOwLpiCQQmoybhix-6EASKdURLBbbcXIRc90dv6aYB 2t19RFz8BN?4yUosl 6-1-146 -0 12-6-0 13-9-12 , 6-1-14 0- -2 6-3-0 1.3-12 Scale=1:31.6 44 11 5x6= 2 9 8.00112 10 11, 1. T2 N M L6 4x10�� 3 4 r N 11 6 12 7 3x4= 4x4= 5 3x4 11 6-1-14 12.6-0 6-1-14 6.4.2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 plate Grip DOL 1.15 TO 0.98 , _ Vert(LL) -0.14 6-7 >999 480 MT20 197/144 (Ground Snow-36.'O) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.17 6-7 >846 360 TCDL 15.0 Rep Stress Incr YES WB 0.69 Horz(OT). 0,01 5 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL). -0,01 6-7 >999 360 Weight:80 lb FT-40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except*_ MiTek recommends that Stabilizers and required cross bracing W5:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=576/0-5-0 (min.0-1-8),5=708/0-3-8 (min.0-1-13) Max Horz 7=-199(LC 7) Max Uplift7=-100(LO 7),5=79(LC 12) Max Grav7=876(LO 26),5=1137(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7--442/100,2-9=-527/127,9-10=-563/108,3-10-849/107,3-5=-1084/199 BOT CHORD 7-11=-15/52116-11=-15/521,6-12=-891401,5-12--89/401 WEBS 2-6=01299,3-6=-92/470,2-7=-593/87 NOTES- 1) OTES1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;and vertical,left and right exposed;C-C for members and forces&M W FRS for reactions shown;Lumber DOL-1.60 plate grip DOL-460 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt-Ib)7=100. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI(rPl 1. 8)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels,and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard sOF NEW ,%OCHER U L C� 56306 A�OFESSlO�� Job tossTruss ype y Harvest Pointe Recreation 13M9 170922196 T63D Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mi-rek Industries,Inc.Tue Oct 1014:20:02 2017 Page 1 ID:cgGKpPnC6LQWOwLp1CQQmoybhix=OQyA?XyPQ50592Dr 4z4yllwbTxz1Grum968tyUosh 4-7-14 6-3-0 12-6-0 13-9-12 4-7-14 1-7-2 6-3-0 1-3-12 8.00 F12 44— Scale=1:30,7 3 3x4 II 5x8 13 / 14 Lj \ 15 1 D g 3x8 4 4 5 N 81 168 17 6 9 3x4= 3x10= 7 4x4 II 6-3-0 11-11-4 2-6- 6-3-0 5.8-4 6-1 LOADING(pso SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1,15 TC 0.74 Vert(LL) -0.12 8-9 >999 480 MT20 197/144 (Ground Snow-30,O) Lumber DOL 1.15 BC0.56 Vert(CT) -0.16 8-9 >891 360 TCDL 15.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.00 7 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.01 8-9 >999 360 Weight:74 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W6;2x6 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 9=54410-6-0 (min.0-1-8),7=740/0-4-8 (min.0-1-8) Max Horz 9=-189(LC 7) Max Uplift9=-79(LC 11),7=-82(LC 12) Max Grav9=759(LC 30),7-761(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-340/80,2-13=-469/138,3-13=-450/144,3-14—393/110,14-15=-419/93,4-15=-542/90, 4-6=-6581199 BOT CHORD 9-16=-i3/474,8-16=-131474 WEBS 2-9=-560/87,2-8=-326/110,3-8=-30/372,4-8=-22/419 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL-6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1,60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20,0 psf or 2.00 times flat roof load of 23,1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,7. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard '(SOF NEW 0 *CO�\ OpHERG O � 56308 V� AROFESSIONP o russ cuss ypey 7�Job Recreation Bldg 170922198 T63E Roof Special 1 (optional Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:20:05 2017 Page 1 ID:cgGKpPnC6LQWOwLpi CQQmoybhix-Oa55oOZghLUbycnnW7eGiaNgipUiAQDHakNFIAyUose 3-1-14 6-3-0 12-6-0 13-9-12 3-1-14 3-1-2 6-3=0 1-3-12 44= Scale=1:30.6 8.00 F12 3 12 13 5x6= 11 2x4 II 14 Li 3x10 O 1 LO 4 & 3 ch 5 r fV 15 8 16 6 9 3x4= 3x10= 7 4x4 II 6-3-0 11-11-4 2-6- 6-3-0 5.8-4 6-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.64 Vert(LL) -0.11 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0,15 8-9 >909 360 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 7 n/a n/a BOLL 10.0 BCDL 10.0 Code IB02015/TP12014 Matrix-S Wind(LL). 0.01 8-9 >999 360 Weight:70 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.1 end verticals,and 2-0-0 cc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, W6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=544/0-6-0 (min.0-1-8),7=740/0-4-8 (min.0-1-8) Max Horz 9=-176(LC 9) Max Uplift9=-63(LC 11),7=-83(LC 12) Max Grav9=648(LC 29),7=761(LC 22) FORCES. (lb)-Max,Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-580/110,11-12=-482/111,3-12=473/124,3-13.445/106,13-14=-472/88, 4-14=-556186,4-6=-658/196 BOT CHORD 9-15=-39/526'8-15=-39/526 WEBS 2-9m-649/108,3-8=0/259,4-8=-27/490 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat,ll;Ezp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60. , 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,7. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the - Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard of NEw C09HER G • � c n $6305 v A�OFESS10%A Job suss Fu-ss-Ty-pe Qty yHarvest Pointe Recreation Bldg 17092219B T63F TRoofSpecial' 1 Job Reference(optional) Universal Forest Prodt"s,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 1420:12 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-hxOkGPfD2UMclhp8Q5GvU39?GdtVIbQJBKa7VGyUosX 1-7-14 63-0 12-6.0 13-9-12 1-7-14 4-7-2 6-3-0 1-3-12 4x4= Scale=1:30.6 3 8.00 F12 12 11 13 i 2x4 II 4x8 1 3x10 4 1 `o CV 5 r a RI N 148 15 X 6 9 3x4= 3x10= 7 4x4 II 6.3-0 11-11.4 2-6-0 r 6-3.0 5.8.4 -6-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.75 Vert(LL) '-0.11 8-9 >999 480 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC. 0.54 Vett(CT) -0.15 8-9 >936 360 TCDL 15.0 Rep Stress Incr YES WB 0,21 Horz(CT) 0.00 7 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.01 8-9 >999 360 Weight:68 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, 'except BOT CHORD 2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. W6:2x6 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=544/0-6-0 (min.0-1-8),7=740/0-4-8 (min.0-1-8) Max Horz 9=-163(LC 7) Max Uplift9-53(LC 11),7=-84(LC 12) Max Grav9=699(LC 30),7-761(LO 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-698/93,3-11=-504/109,3-12 468/104,12-13=-522/87,4-13=-590/84,4-6=-658/194 BOT CHORD 9-14=-74/611,8-14=-74/61 I WEBS 2-9=-8921146,4-8--33/559 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu-1 12-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,7. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW pj `_.,OcHER G o�< w 56308 AROFESSI Job russ toss ype ty ly Harvest Pointe Recreation slog 170922198 T64 COMMON Job Reference{optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Mustries,Inc,Tue Oct 1014:20:15 2017 Page,i ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-6WduRh5LPkA99Yi5Dpd6hnV3ivZVz1 mtlon5byUosU -1-3-12 6-3-0. 12.6-0 13-9-12 1-3-12 6.3-0 6-3.0 1-3-12 4x4= Scale=1:31.1 3 8.00 F12 11 \1\ 10 \13 Li M 4x6 i 3x10 4 2 14 8 15 6 3x4 11 4x12= 4x4 11 6-3-0 11-11-4- 6-3-0 5.8.4 6-1 Plate Offsets(X,Y)-- f2:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.78 Vert(I-Q, . -0.11 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0,14 8-9 >979 360 TCDL 15.0 Rep Stress lncr YES WB 0.151, Horz(CT) 0.00 7 nla n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-S, Wind(LL) -0.01 7-8 >999 360 Weight:67 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=662/0-6-0 (min.0-1-8),7=733/0-4-8 (min.0-1-8) Max Horz 9=162(LC 10) Max Uplift9=-78(LC 11),7=-85(LC 12) Max Grav9=693(LC 21),7=755(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-10=-560/80,1 0-1 1=-444182,3-11=-4141101,3-12=-420/102,12-13=-447/85, 4-13=-563/82,2-9=-600/175,4-6=-651/192 BOT CHORD 9-14=-169/361,8-14=-169/361 WEBS 4-8=-401455 NOTES- 1)Wind;ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6,Opsf;h=24ft;Cat,ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Ii;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,7. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, LOAD CASE(S) Standard EOF NEW Y �O?HER G 56308 v AROFESS1 o toss "I`-pass yp—T e City y Harv est Pointe Recreation Bldg 17092219B T64A COMMON �2 JJb Reference(optional) Universal Forest PrOdlICtS,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:18 2017 Page 1 ID:cgGKpPn06LQW0wLp1 CQQmoybhix-W50?XTLdK610c,4HnMNKIKP?H2wHiKfCZG1 RiwyUosR 6-3-0 12-6.0 13-9-12 6-3-0 6.3-0 1-3-12 44= Scale=1:31.0 2 8.00 12 11 10 12 9 2-1 Nc 4x6 3x8 1 3 4 r N Bi 13 7 14 5 3x4 I I 4x12= 6 4x4 11 6-3.0 11.11-4 6-3.0 5-8-4 6-1 Plate Offsets(X Y)-- [1:Edge 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.84 Vert(LL) -0.11 7-8 >999 480 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.52 Vert(OT) -0.14 7-8 >977 360 TCDL 15,0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BOLL 10,0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.01 6-7 >999 360 Weight:65 lb FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, W5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=544/0-6-0 (min,0-1-8),6=740/0-4-8 (min.0-1-8) Max Horz 8=-154(LC 7) Max Uplift8=-47(LC 11),6--84(LC 12) Max Grav8=583(LO 21),6=760(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9.562/78,9-10--453/78,2-10=-416/98,2-11=-386/106,11-12=-460/87,3-12=-573/85, 1-8=-482/107,3-5=-657/193 BOT CHORD 8-13=-138/319,7-13=-138/319 WEBS 3-7=-42/474 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof'snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NEWr C,CP COP"ER G S630B pROFESStO��'� o tuns russ ype y Harvest Pointe Recreation Bldg J 170922198 TT14-3r: GABLE 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Mrrek Industries,Inc.Tue Oct 1014:20:21 2017 Page 1 ID:cgGKpPnC6LOWOwLp1 CQQmoybhix-wf389UmswFVKt4?sSUwi Lyi XoG?IvgreFDF5JEyUos0 1-3-12 6-3-0 12.6-0 13-9-12 1-3-12 6-3.0 6-3.0 1-3-12 4x4= Scale=1:30.5 3 8.00 12 20 21 19 22 Nc 4x6 i T T 3x8 T 3T, 4 2 5 N 24 8 25 6 10 23 9 412= 7 4x4 II 1-8.8 6-3-0 11-11-4 2.6- 1-8-8 4-6.8 5.8.4 6 1 Plate Offsets(X,Y)-- [2:0-3-0.0-1-81 LOADING(psf/ SPACING- 2-0-0 CSL DEFL .in (loc) I/dell Ud PLATES GRIP TCLL 23.1 .Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.06 7-8 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.07 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 7 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) -0.01 7-8 >999 360 Weight:81 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=586/2-0-0 (min.0-1-8),7=720/0-4-8 (min.0-1-8),9=89/0-3-8 (min.0-1-8) Max Horz 10=162(LC 10) Max Uplift10=-111(LC 11),7=-90(LC 12) Max Grav 1 0=586(LC 1),7=735(LC 22),9=276(LC 35) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-524/89,19-20--408/91,3-20=-378/109,3-21--384/111,21-22--411193, 4-22=-527191,2-10-589/179,4-6=-631/199 BOT CHORD 10-23=-186/302,9-23=-186/302,9-24=-186/302,8-24=-186/302 WEBS 4-8=-56/400 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer.as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Ot=1b) 10-111. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 10)This truss has been designed fora moving concentrated load of 200.01b live located at all mid panels and at all panel points a_ rxf' f NE Top Chord and Bottom Chord,nonconcurrent with any other live loads. �P ,� LOAD CASE � OpNER G S) Standard �5 m 56308 v� AROFESSIO�P Job cuss Truss Type ty y Harvest Pointe Recreation Bldg 170922198 Vol Roof Special 1 1 Job Reference(optional) _ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s AAppr 8 2017 MI rek Industries,Inc.Tue Oct 1014:20:26 2017 Pagel ID:ogG KpPnC6LQWOwLpi CQQmoybhix-Hdti CCq?lo7czrugFi WC2OkKEHhOapcNPVzs_SyUosJ 14-7-10 23-9-9 14-7-10 7 9.2-% 8.00 12 6 T3 m m 9 3x4 ii 21 22 23 24 = Scale-1:66.5 45 20 19 3 1 4 18 T 3 2 2 17 1 1 a 0 d 3x4 i 25 16 26 15 27 14 28 13 12 29 11 30 10 46= 3x4= 23.9-9 23-9.9 Plate Offsets(X,Y)-- [6:0-1-8,0-0-9),[9:Edge,0-1-8),[10:Edge,0-1-8],[12:0-0-0 0-1-12],[12:0-3-0,0-1-41,[13:0-1-12,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.97 Vert(LL) Na n/a 999 MT20 1971144. (Ground Snow-30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.00 10 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:119 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8-11,7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-9-3. (lb)- Max Horz 1=357(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)10,1,11,13 except 14=-112(LC 11),15=-131(1-0 11),16=-128(LC 11) Max Grav All reactions 250 Ib or less at joint(s)except 10-280(LC 65),1=298(LC 32),11-766(LC 25),13=577(LC 25),14=700(LC 30),15=688(LC 26),16=705(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-324/195,2-17--304/280,2-18=-309/150,3-19=-286/119,4-5 -250/135 WEBS 8-11=-682/132,7-13=-499/140,4-14=-615/158,3-15=-612/181,2-16=-609/171 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,1,11,13 except (jt=1b)14-112,15=131,16=128. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. of N!EyV y LOAD CASE(S) Standard �'�� C&VAER G 0'Q,r 56306 v� A�OFESSI Job �IlTruss Truss Type ty y Harvest Pointe Recreation Bldg 170922198 V02 Roof Special � 1� Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:30 2017 Page 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhlx-AO6Y2ZtWpOd2SSBbUtb8Csv1 CuOfWhpzK7x47DyUosF 14-3-0 25-5.0 14-3.0 11-2-0- 8.00 12 3x4= 3x4= Scale=1:56.4 21 6 7 151 8 9 3x6 G 5 4 20 19 3 18 T14 3 : 2r 2 17 1 1 aBI 10, 181 B2 d o 4x4 i 25 16 26 15 27 14 2813 12 29 11 30 10 3x4= 3x4 I I 25-5-0 25.5-0 Plate Offsets(X,Y)-- 16:0-2-0,0-2-3j,[9:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP• TCLL 23.1 Plate Grip DOL 1.15 TO 0.91 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.01 10 n/a n!a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:126 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD, 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No,2 or 2x4 SPF No.2 and verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9, WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8-11,7-12,5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-4-10. (lb)- Max Horz 1=347(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)10,1,11,12,14 except 15=-131(LC.11),16=-163(LC,11) Max Grav All reactions 250 Ib or less,at joint(s)except 10=279(LC 65),1-403(LC 32),11=743 (LO 25),,12=695(LC 25),14=581(LC 30),15=650(LC 26),16=903(LC 26) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-333/18112-17--289/32412-18=-306/115,3-19=-277/109 WEBS 8-11=-658/136,7-12=-617/111,5-14=-488/136,3-15--589/1795 2.16=-766/214 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);,Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1,1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s),10,1,11,12,14 except(jt=1b)15=131,16=163. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all-panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, 10)Graphical purlin representation does not depict the size or the orientation of the purlin,along the top and/or bottom,chord. LOAD CASE(S) Standard �fGOF ER Y� _,'OpHER0 0 $6306 AROFSSSIo�P� ---] JoEIUl ss — �TrussType tyHarvest Pointe Recreation Bldg 170922196 V03 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:35 2017 Page 1 ID:cgGKpPn06LQW0wLp1 CQQmoybhix-WMvR5HwedZFLYD4YGQAJwcypvl9Bs7iTPerpQyUosA 12-2-6 23-4-5 12-2-6 11-2-0 3x4= 3x4 11 Scale=1:48,7 20 5 2 6 22 7 4 19 8.00 12 18 3 T 17 2 16 1 ' v d f BI 101 1062 0 3x4 i 25 15 26 14 27 13 28 12 11 29 10 30 9 3x4= 3x4 11 - 23.4-5- 23.4-5 _Plate Offsets(X Y)-- [5:0-2-0,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL '"in (loc) I/def] Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.66 Vert(LL) n!a n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.40 ' Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress lncr YES WB 0.79 Horz(CT) -0.00 9 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TPl2014 Matrix-S Weight:109 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing.directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer . Installation uide. REACTIONS. All bearings 23-3-15. (lb)- Max Horz 1=296(LO 8) Max Uplift All uplift 100 Ib or less at joint(s)1,9,10,'12,13 except 14=-144(LC 11),15=-117(LC 11) Max Grav All reactions 250 Ib or less at joint(s)except 1=252(LC 47),9=280(LC 65),10=740(LC 25),12=698(LC 25), 13-559(LC 30),14-728(LC 26),15-652(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-268/162,2-16=-251/241,2-17=-270/120,3-18=-265/91 WEBS 7-10=-657/129,6-12=-618/111,4-13=-473/127,3-14=-649/194,2-15=-565/158 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.0psf;BCDL=6,Opsf;h-24ft;Cat,II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,10,12,13 except Qt-Ib)14=144,15=117. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �_��OF NEW HER Y� C .SOP v �J 66306 ARO�ESSIO�P�. Job Truss Cuss ype ty y Harvest Pointe Recreation Bldg 170922196 VO4 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burrington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:39 2017 Page 1 ID:o.IGKpPnC6LQWOwLp1 CQQmoybhix-P79yxe_9hnmml rNKVGFF41ncDW5?7iO101 c2yCyUos6 10-1-12 21-3-11 10-1-12 11-2.0 3x4= Scale=MIA 17 4 1 5 ri r-113 8.00 12 16 15 2T T T T 14 T ri Bi 101 101 101 B2 rl1 Li ul a d d 3x4 i 22 13 23 12 24 11 25 10 9 26 8 3x4= 21-3-11 21-3.11 Plate Offsets(X,Y)-- f4:0-2-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.76 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.53 Vert(CT) n/a - n/a 999 TCDL 155.0.0 Rep Stress Incr YES WB 0.54 Horz(CT) -0.00 8 n/a n/a BOLL 10.0 BCDL 10,0 Code IBC2015/TP12014 Matrix-S Weight:91 Ib FT=4% - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-3-5. (lb)- Max Horz 1=244(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,8,9,11,12 except 13=-1 76(LC 11) Max Grav All reactions 250 Ib or less at joint(s)except 1=360(LC 32),8=281(LC 61),9=736(LC 25),11=704(LC 25), 12=498(LC 30),13=916(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-190/276,2-15=-262/72 WEBS 6-9.-654/123,5-11=-622/112,3-12=-4321115,2-13=-783/227 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design, 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8,9,11,12 except (t=1b)13=176. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOADCASE(S) Standard ,�IoF NEFwY _'(OpHER G r W n - � 6630E AROFESSlONP oT Truss Mss Type y Harvest Pointe Recreation Bldg �7092219B V05 Root Speclal 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:43 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-HuOSn01f OGCWSh5k6JBEbyMJ7U73a2tJfaG5zyUos2 I 8-1-1 19-3-1 8.1-1 11-2-0 Scale=1:33.9 3xA= 4 1 5 19 17 3 8.00 12 16 T 15 T T 2 T 14 T 1 b d 01 HI Li Bi B2 U 3x4 21 13 22 12 23 11 24 10 9 25 8 3x4= 19-3-1 19-3-1 Plate Offsets(X,Y)-- [4:0-2-0,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.50 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0,34 Horz(CT) -0.00 8 n/a n/a BOLL 10.0 Code IBC2015ITP12014 Matrix-S Weight:75 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-2-11. (lb)- Max Horz 1=192(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,8,10,11,12 except 13=-133(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)except 1=250(LC 46),8=283(LC 25),10=735(LC 25),11=697(LC 25), 12=565(LC 26),13=679(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-10=653/119,5-11=-618!110,3-12=-485/114,2-13=-597/176 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8,10,11,12 except at-lb)13=133. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads, 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW C �Op�ER G r 6 ` 66306 ARO SS01 oTruss Truss Type City y Harvest Pointe Recreation Bldg 170922198 V06 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Welk Industries,Inc.Tue Oct 1014:20:47 2017,Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-AgezcN4AoFme?3_szxO7PR6_6kg5?Q8TEGYTEkyUos_ 6 0 7 17-2-7 6-0-7 11-2-0 Scale=1:27.3 3x4 3 1 4 17 5 14 U Li Li2 8.00 12 T 1 13 T T T 12 Bi Lj Li1 a 0 d 4x4 ii 19 11 20 10 21 9 8 22 7 3x4= 17-2-7 17-2-7 Plate Offsets(X,Y)-- (3:0-1-8,0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.70 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 7 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:60 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2• end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-2-1. (lb)- Max Horz 1=141(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)7,9,10 except 11=-103(LC 11) Max Grav All reactions 250 Ib or less at joint(s)except 1=345(LC 26),7=284(LC 25),9=737(LC 25),10=681(LC 25), 11=751(LO 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-9--6531120,4-10--609/112,2-11=-615/151 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23,1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bea(ng. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,9,10 except Qt=1b) 11-103. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard _�SOF NEIV C� '(OCHER G r cC n 5630E AROFESSIoNP� Job nlss �Truss Type ty y Harvest Pointe Reueation Bldg 17092219B V07 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:51 2017 Page 1 ID:cgGKpPnC6LQWOwLpl CQQmoybhix-2RtUSI7hsTG3ThldCnT3ZHHkSME7xF739uWhMVyUorw 3-11-13 15.1-12 3-11.13 11-2-0 Scale-1:24.7 3x4= 2x4 11 2x4 11 3x4 11 3 13 14 4 16 6 B00 12 Li Li 2x4 II 12 1-1 2 T W1 T T 11 T1 1 d 3x4 G 17 10 18' 9 19 B 20 7 2x4 11 2x4 11 2x4 11 2x4 11 15.1-12 r 15-1-12 Plate Offsets(X,Y)-- [3:0-2-0,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TOLL .23,1 Plate Grip DOL 1.15 TO 0.49 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 7 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:46 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-1-6. (lb)- Max Horz 1=89(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)7,8,9,10 Max Grav All reactions 250 Ib or less at joint(s)except 1=253(LC 45),7=292(LC 25),8-724(LC 25),9=700(LC 25), 10=492(LC 26) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-254/51 WEBS 5-8=-645/127,4-9.-617/116,2-10=-403/106 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp,;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,8,9,10. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW �OpHER a .�'Q•r E: C� f0� s• 56306 = AROFesstill Job — russ -- tuss ype Harvest Pointe Recreation Bldg170922198 vos Valley ' 70t—y7ly 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MiTek Industries,Inc.Tue Oct 1014:20:54 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-TOZc4n9Z90feK81CuvOmBvv9vZDy8bRVrslLzgyUort �--- ----- 13-1-2 , 13-1-2 3x4 11 Scale=1:50.7 4 11 2x4 11 5.00 12 10 3 2x4 11 2 ST 2 8 1 Y' 0 d 3x4 i 12 7 13 6 14 5 2x4 11 2x4 I I 3x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.80 Vert(LL) n/a - n/a• 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0,23 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-S Weight:57 lb FT=4% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 -TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 13-0-12. Installation guide. , (lb)- Max Horz 1=313(LC 8) ` Max Uplift All uplift 100 lb or less atjoint(s)1,5 except 6 129(LC 11),'7=-157(LO 1,1) Max Grav All reactions 250 Ib or less at joint(s)except 1=294(LC 28),5=282(LC'36),6=461(LC 20),7=565(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-2741160,2-8=-258/212 WEBS 3-6=-364/159,2-7--380/210 NOTES 1)Wind;ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable and zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of trussxo bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except(jt=1b) 6-129,7=157. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard ,,�pF NEWS 0�HER O'Ai r` ` 66306 A�� SSIO, o cuss tura Type ty y Harvest Pomte Recreation Bldg 170922196 V09 valley t ,Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Appr 82017 Mi ek Industries Inc.Rue Oct 101 :20:57 201 age ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-tbEljoCSSJ1 D13dnL2aTNnmGMLyYxXgz?Z9yUorq 11-0-8 11-0-8 Scale=1:37.5 3x 11 8.00 F12 2x4 II 10 3 T 9 2x4 11 2 T 8 T RI 10i Li 1 d 0 3x4 12 7 13 6 14 52x4 11 2x4 11 2x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:45 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-0-2. (Ib)- Max Horz 1=262(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,5 except 6=-140(LC 11),7=-113(1-0 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 5-278(LC 36);6=504(LC 20),7=409(,LC 20) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6--370/179,2-7--305/163 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1,60 2)TCLL:ASCE 7.10;Pg=30,0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;,Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except at-lb) 6=140,7=113, 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI I. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEW GOPHER 56306 �� ROFESSIONP\. Job suss Truss Type City Ply Harvest Pointe Recreation Bldg 17092219B V10 Valley 1 1 Job Reference(optionap Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:20:59 2017Page 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhlx-pzMV7UDizxHxRvvAgTcxuzo4Rax?ptiE?8S6e1 yUoro 8.11-14 8-11-14 2x4 11 Scale=1:34.8 3 8.00 f 12 7 8 ZA 2x4 11 Lf 6 T Li 1 v O d 2x4 9 5 10 42x4 11 2x4 I I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.55 Vert(LL) n/a - n/a 999 MT20 1971144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 , Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:34 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=170/8-11-8 (min.0-1-8),4=130/8-11-8 (min.0-1-8),5=505/8-11-8 (min.0-1-8) Max Horz 1=21 O(LC 8) Max Uplift4=-40(LC 8),5=-167(LC 11) Max Grav 1=288(LC 27),4=268(LC 32),5=602(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-418/240 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-6.0psf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat,roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt-lb)5=167. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.0116 live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEW �OprHEFj G O,Q6 U S6308 �'' v� AROFESS10t, Job Truss Truss Type Qty �[PFy- Bldg 170922198 V11 Valle 1 rence(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 1014:21:02 2017 Pa 1 ID:cgGKpPnC6LQWOwLp1 CQQmoybhix-EY2emWFaGsfWINeiMb9eVbEdPnzl0E3gh6hmFMy�le orl 6-11-4 i 6-11-4 2x4 13 Scale=1:26.5 8.00 F,2 8 7 T 2x4 I I Wi 2 6 T L F1 BI1 C> d 2x4 9 2x4 5I 10 42x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLANES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.44 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,41 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:25 Ib FT=40/a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=62/6-10-14 (min.0-1-8),4=150/6-10-14 (min.0-1-8),5=395/6-10-14 (min.0-1-8) Max Horz 1=159(LC 8) Max Uplifts=-18(LC 7),4=-34(LC 8),5—130(LC 11) Max Grav1=232(LC 27),4=278(LC 32),5=471(LC 20) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, WEBS 2-5=-327/196 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except(jt=lb) 5-130. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard OF NE(V� C' GOPHER G O'Q< V r p[ n 56308 A�OFESSIONP� Job fuss Truss Type yHarvest Pointe Recreation Bldg 170922196 V12 Valley 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10 14:21:05 2017 Pace 1 ID:cgGKpPnC6LQW0wLp1 CQQmoybhix-e7inOXITZnl49gMJ1 iiL7Es21?whDcp7N4vQshyUori 5-5-13 5-5-13 2x4 11 2 Scale=1:21.2 8.00 12 5 4 T W1 1 r 0 d 6 3 2x4 i 2x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.82 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) , n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.00 . Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IBC2015/TP12014 Matrix-P Weight:18 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=234/5-5-7 (min.0-1-8),3=234/5-5-7 (min.0-1-8) Max Horz 1=122(LC 8) Max Upliftl=-1 4(LC 11),3—57(LC 11) Max Grav 1=321(LC 26),3=321(LO 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-273/86 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed,;end vertical left and right exposed;C-C for, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL;ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3. 6)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard SOF NEw C'CQ� �pPF1ER 6 U ri b S6308 � v� A�OFf_SS1014 0 NSS Pmm-sys ype y Harvest Pointe Recreation Bldg V13 1 1 Job Reference(optionaq Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 1014:21:09 2017 Page 1 ID:ogGKpPnC6LQW0wLp1 CQQmoybhix-WuzHEvLzd?YWdSg5GZnH140rccM29Pcilhte?SyUore 2-5-3 4-3-1 7-3-11 2-5-3 1-9-14 3-0.10 2x4 II 4 Scale-1 21.0 11 3 3x10 MT20HS= 6x6= 10 W2 8.00 F12 2 12 Z:� W1 rn 1 a 0 d 12 6 13 5 2x4 11 2x4 11 7.3-11 r 7-3-11 i Plate Offsets(X,Y)-- [2:0-7-0,0-0-13],[3:0-2-11,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 5 n/a n/a BCLL 10,0 Code IBC2015/TP12014 Matrix-S Weight:24 Ib FT=40/. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=170/7-3-5 (min.0-1-8),5=107/7-3-5 (min.0-1-8),6=366/7-3-5 (min.0-1-8) Max Horz 1=122(LC 8) Max Upliftl=-2(LC 11),5=-28(LC8),6=-76(LC 11) Max Grav1=286(LC 48),5=252(LC 54),6=481(LC 29) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-3881152 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEw OpHEFR?G 0 r � 56308 pROFESSIOXI v� o� russ Muss—Type — y Harvest Pointe Recreation Bkk7 170922196 V14 Valley 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burrington;NC 8.030 s Apr 8 2017 MTek Industries,Inc.Tue Oct 10.14:21:12 2017 Page 1 ID:ogGKpPnC6LQWOwLp1CQQmoybhix-xTeOswNswww5VvPgxhL vieLSpP6Mm?8 f6lbnyUorb 4-5-13 6.3-11 7-3-11 4-5-13 1.9-14 1-0-0 3x4 11 Scale=1:21.8 5 3x8_ 3x4= 11 3 3 8.00 12 2x4 II 9 2 W1 T d 8 N STI t3i Li1 v d 0 12 7 13 6 2x4 i 2x4 11 2x4 11 7-3-11 7-3.11 Plate Offsets(X,Y)-- [3:0-2-0,Edge),[4:0-4-0,0-1-0) LOADING(psf/ SPACING- 2-0-0 0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL Plate Grip DOL 1.15 TO 0.34 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.00 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 6 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:24 Ib FT-4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=101/7-3-5 (min.0-1-8),6.16017-3-5 (min.0-1-8),7.382/7-3-5 (min,0-1-8) Max Horz 1=122(LC 8) Max Uplift6=-21(LC 11),7=-103(LC 11) Max Grav 1=252(LC 49),6=283(LC 56),7=575(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-482/160 NOTES- 1) OTES1)Wind:ASCE 7.10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL•=6,Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right-exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b)7=103. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard CO090HERG Q�Q� r W 0 S630b lt,� A�O�ESS101 Job runs Type � y Harvest Pointe Recreation Bldg 17092219B V15 Valley 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 Wrek Industries,Inc.Tue Oct 1014:21:15 2017 Pape 1 ID:ogGKpPnC6LQWOwLp1 CQQmoybhix-L2KZUyPkCrIfMN7EoquhXLGrii1 QnZ6NbgdKyC6yUorY 6-6-87-3-11 6-6-8 0-9-3 Scale=1:27.0 3x4= 3x4 11 3 9 4 8.00 12 8 2x4 11 T 1 2 T 1 7 z M - qLi 0 d 2x4 i 10 2x4 11 11 5 4 II 11 7-3-11 7-3-11 Plate Offsets(X Y)-- [3:0-2-0,0-2-31 LOADING(psf) . SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO, 0.43 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30,0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:26 Ib -FT=40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb(size) 1=100/7-3-5 (min.0-1-11),5=159/7-3-5 (min.0-1-11),6=383/7-3-5 (min.0-1-11) Max Horz 1=153(LC 8) Max Upliftl=-6(LC 7),5=-36(LO 8),6=-119(LC 11) Max Grav 1=251(LO 43),5=282(LC 49),6=681(LC 30) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-598/168 NOTES- 1) OTES1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,60 plate grip DOL-1.60 2)TOLL:ASCE 7.10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=112-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except Qt=1b) 6-119, 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/1-PI 1. 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,C'�OF NEW�, CSP COpHER G �'Q.r U r L � n ` 66306 ARo SS11 o IUSSTtus-sType ty— TlAly Harvest Pointe Recreation Bldg �1III 170922196 VP61 GABLE I 1 boy Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.030 s Apr 8 2017 Welk Industries,Inc.Tue Oct 10 14:21:19 2017 Page 1 ID:cgGKpPnC6LQW0wLpi CQQmoybhix-Ega3KKTFG4o5cL,ROrfzdiBRVeemwVwpAbFlALtyUorU I W 11 Scale=1:35.5 4 10 8.00 129 2x4 I I 3 T L6 8 T 2'� 0 11 AAAAAAAA 7 rd 2x4= 11 6 12 5 2x4 11 2x4= p 8-12 8.10-2 8-1.6 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.54 Vett(LL) n/a - n/a 999 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0,50 Vert(CT) n/a - n/a 999 TCDL 15.00 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 7 n/a n/a BOLL 10.0 g BCDL 10,0 Code IB02015/TP12014 Matrix-P Weight:34 Ib FT=40% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 9-2-0. Installation guide. (lb)- Max Horz 1=220(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)5 except 1=-335(LC 26),2=-1 59(LO 11),6=-1 44(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=574(LC 26),5=271(LC 35),6=555(LC 21) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 1-2=-280/240 WEBS 3-6=-379/217 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust).Vasd=103mph;TCDL=6.Opsf;BCDL-6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)1,7,2,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except(jt=1b)1=335, 2=159,6=144. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 10)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ��OF NEW LOAD CASE(S) Standard ��yC&VAERG O,p� r- ` 66305 AR�FESSidt, �Joti TVPB2 Fussype ty y Harvest Pointe Recreation Bldg 170922198 GABLE 6 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.030 s Apr 8 2017 MTek Industries Inc.Tue Oct 101421:22 2017 Page 1 ID:cgGKpPnC6LQWOwLp1 000moybhix-ePFCyLV7Z?AghSANoWKJp31 KrpOiGIdHDXgyCyUorR I 5 Scale=1:37.9 3x 13 2x4 I I 12 8.00[12 4 T ch 11 � 2x4 I I 3 T 10 T 12 0 9 Io 3x4= 14 8 15 7 16 6 2x4 11 2x4 11 3x4= 8-1 10-10-2 11 1 10 8-1 10-1.6 0.3.8 LOADING(psf) SPACING- 2-0-0 CS1. DEFL in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.51 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 9 n/a n/a BOLL BCDL 10 p % Code IBC2015/TP12014 Matrix-S Weight:46 Ib FT=4 10 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-0. (lb)- Max Horz 1=270(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 1--127(LC 26),7=-149(LC 11),8--109(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=311(LO 26),6=278(LC 39),7=501(LC 21),8=393(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2--311/206 WEBS 4-7=-375/181,3-8=-300/161 NOTES- 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6,Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7-10;Pg.30.0 psf(ground snow);Pf=23,1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)1,9,2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,6 except(jt-lb) 1.127,7.149,8=109. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 200,01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. OF NEW LOAD CASE(S) Standard �j'�P 9_'Opp"ER G 'A.r 7� UIQ- � '• '�{ E: w tOtt .: W 6630E AR��ESS10k, TO' 7'w 26'4' G'3` T w 19'1' 3-6. w 3 o t 4 03 TO T01 tos i nx TIO I - i TI 7A Tr,A J� TI7B T1 B - •Tv Tt T11C i • y i 116 I I - PB11❑ I '.� 1 If 1. 119-' i I i Pdtt" ,eY gip• Tt9 P619E I PBI _ 1. _ _- pp. i I PB19F PB VV o I T22 PBRR a n TRR P RA -- _ u I � ail 1111 I .ioA � \ i - an i i I � 1. -.-..---..._•_-•-_-.--_. -.. --...-- ells / �J/ o• i 3 Pd51 I... P _ I Tod .-.--. .-_.....- i 3 12'8' tl • 94A T 4A 3 I 56 e PB45 14b N I s P81T451, 1 PpJ5.1 T45 50 I. 1454 i - c c m �' dv6 4 � r-a' • is, P851 I 'r45C 1 3 l i T51 F A T450 ; A I i m S 13,8• 1 i O ' T618 PBS IB T4 w 51C POE4 i ;I x ---- — _ T53 19! IL^^, m � , m A un u! r5 e rm7, m 1� Ti3C Illi III n c n III! m IPI T-570— at 5 U61 101 T5 011 - � _ __ __ T9 �T' I� _ &11- 6'4' 71'4' 14'10' Wit` Harvest Pointe Recreatoin Building sena as a 9 vmpvnen m e ncp.poraiea,nmNebul�n9ae:ynuN Soeopc;ooaNe ouue'mydecyner see inerva4al aenpn sneecp mr earn _fie:yn leenwaa en dre pM�mem meaMng.me bdmNg aeugner'a mevor rola mr larr�warY am paMwlam nraanq Roof Trusses Ne mW and flow y em aM tw tl e IrvemO strumae.The tlevgn A Np tr ss suppw SNWwe indun g headers,beams, UFP eirV York, LLC antlrn nnsis the, pvnsml1nn In, salannr.Forgeneral gutlanal regvd wnstci plans.mdip ,And bu5sea'avaiibleSomNeT-aPl.In.—.583 Mille Eire;Madimn,N453179.It is Ne responsbBBy of Ne Ger 4 antranwl5uperintendeM m,,por,Mm tla provided puss layout that metra Ne final mRnded mnumnim plans,Ivatlin I wndGons,and Q Quote ae.If Ney'nn,.6dNe re�araiMiXtyN 9v:General COMacmrSupedn[enden[m pmride pdwsplans mNairung Ne I#e3 pe�daadons and desigre.Universal Frost Padunswu rat be mspondble for F4r47plan manges Iry o8ars after 6.1 approval dshop ® AUniversal Forest Products Company 2 9s,norm0theyb ViANUFACTURE MISmodIN ANY AY onsdedPRIORnmumon.DONOT CUT,NOTCYALICENSC / THERVJISE'REPAIR'MANUFACTUREDTRUSSES IN ANY WAY lHTHOUT PRIOR WRITTEN AUTHORIxATI W BY A LICENSED 170922198 9122/17 RO ESSIONALDESIGNATEDEYUFP.UFPWALL MOMUP SPONSIBLE FOR ANY M001FICATIONS OR'CHARGE BACKS' A l Palls lndn<dial Pa►ltoarl/Flradcon,Ny 1^_S:ilf Phone:51Sa�1+•?b77tl J A:n:Sl6-S.8-?3e3 CNE WITHOUT PRIOR WFMEN AVTHORIlATION FROM UFP f COMcheck Software Version 4.0.6.2 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Harvest Pointe @ Cutchogue Rec Building Location: Suffolk, New York Climate Zone: 6a Project Type: New Construction Vertical Glazing/Wall Area: 19% Construction Site: Owner/Agent: Designer/Contractor: NY GRCH Architecture PC 3750 Expressway Drive South Islandla, NY 11749 Building Area Floor Area 1-Dining: Bar Lounge/Leisure:Nonresidential 6286 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor).) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Dining:Bar 6286 49.0 0.0 0.021 0.021 Lounge/Leisure] Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 2 ft.,[Bldg. 325 --- 10.0 0.700 0.540 Use 1-Dining:Bar Lounge/Leisure](c) NORTH Front Wall(North):Wood-Framed,16"o.c.,[Bldg.Use 1-Dining:Bar 1460 21.0 0.0 0.062 0.051 Lounge/Leisure] Window 3:Wood Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 93 — — 0.270 0.360 0.28,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Window 4:Wood Frame:Operable,Perf.Specs.:Product ID na,SHGC 175 --- -- 0.290 0.430 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Door 2:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Pert. 69 -- -- 0.290 0.770 Specs.;Product ID na,SHGC 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Basement Wall(North):Solid Concrete:10"Thickness,Normal Density, 387 0.0 13.0 0.064 0.108 Furring:Wood,Wall Ht 10.0,Depth B.G.9.3,[Bldg.Use 1-Dining:Bar Lounge/Leisure] EAST Left Wall(East):Wood-Framed,16"o.c.,[Bldg.Use 1:Dining:Bar 1253 21.0 0.0 0.062 0.051 Lounge/Leisure] Window 5:Wood Frame:Fixed,Perf.Specs.:Product ID na,SHGC 65 --- — 0.270 0.360 0.28,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Window 6:Wood Frame:Operable,Perf.Specs.:Product ID na,SHGC 167 --- -- 0.290 0.430 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 1 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Door 3:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 21 — — 0.290 0.770 Specs.:Product ID na,SHGC 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Door 5:Insulated Metal,Swinging,[Bldg.Use 1-Dining:Bar 42 --- 0.250 0.370 Lounge/Leisure] Basement Wall(East):Solid Concrete:10"Thickness,Normal Density, 638_ 0.0 13.0 0.064 0.108 Furring:Wood,Wall Ht 10.0,Depth B.G.9.3,[Bldg.Use 1-Dining:Bar Lounge/Leisure] SOUTH Rear Wall(south):Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining:Bar 1388 21.0 0.0 0.062 0.051 Lounge/Leisure] Window 1:Wood Frame:Operable,Perf.Specs.:Product ID NA,SHGC 74 -- — 0.290 0.430 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Window 2:Wood Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 89 -- — 0.270 0.360 0.28,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Door 1:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 152 -- — 0.290 0.770 Specs.:Product ID NA,SHGC 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Basement Wall(South):Solid Concrete:10"Thickness,Normal Density, 387 0.0 13.0 0.064 0.108 Furring:Wood,Wall Ht 10.0,Depth B.G.9.3,[Bldg.Use 1-Dining:Bar Lounge/Leisure] WEST Right Wall(West):Wood-Framed,16"o.c.,[Bldg.Use 1-Dining:Bar 1203 21.0 0.0 0.062 0.051 Lounge/Leisure] Window 7:Wood Frame:Fixed,Perf.Specs.:Product ID na,SHGC 36 -- - 0.270 0.360 0.28,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Window 8:Wood Frame:Operable,Perf.Specs.:Product ID na,SHGC 86 --- -- 0.290 0.430 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Door 4:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 21 --- — 0.290 0.770 Specs.:Product ID na,SHGC 0.26,[Bldg.Use 1-Dining:Bar Lounge/Leisure](b) Door 6:Insulated Metal,Swinging,[Bldg.Use 1–Dining:Bar 21 --- — 0.250 0.370 Lounge/Leisure] Basement Wall(West):Solid Concrete:10"Thickness,Normal Density, 63B 0.0 13.0 0.064 0.108 Furring:Wood,Wall Ht 10.0,Depth B.G.9.3,[Bldg.Use 1-Dining:Bar Lounge/Leisure] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope deIthis I document is consistent with the building plans, specifications,and other calculations submitted w .The proposed envelope systems have been designed to meet the 2015 IECC requirements! OMc a and to comply with any applicable mandatory �rejuirements listed in the Inspection Checkl! I AAv�, �(nnc 1111 ffirV Z'Title r D Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 2 of 21 CK\ CUTCHOGUE\CON DOCS\REC BUILDING\COMCHEcutchogue rec building 8-17-17.cck COMcheck Software Version 4.0.6.2 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Harvest Pointe @ Cutchogue Rec Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: NY GRCH Architecture PC 3750 Expressway Drive South Additional Efficiency'Package Islandia,NY 11749 Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Dining:Bar Lounge/Leisure 6286 0.91 5714 Total Allowed Watts= 5714 Proposed Interior Lighting Power - A B C D E Fixture ID: Description/Lamp!Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Dining:Bar Lounge/Leisure LED 1:LED PAR 15W: 1 62 15 930 LED 2:LED A Lamp 13W: 1 14 13 182 LED 3:LED Panel 40W: 1 1 40 40 Total Proposed Watts= 1152 Interior. • • �- • : 1' •- ••- Interior Lighting Compliance Statement Compliance Statement: The proposed Interior lighting dopermitapplica d In this document Is consistent with the building plans, specifications,and other calculations submitted wition.The proposed Interior lighting systems have been designed to meet the 2015 IECC requirements In dMch6.2 and to comply with any applicable mandatory re uirements listed In the Inspection Checklist. P a a e -Title --- Sign a Dat Project Title: Harvest Pointe @ Cutchogue Rec Building Report:date: 08/31/17 Data filename: 1\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 3 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck C®Mcheck Software Version 4.0.6.2 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Harvest Pointe @ Cutchogue Rec Building Project Type: New Construction Exterior Lighting Zone 2(Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: NY GRCH Architecture PC 3750 Expressway Drive South Islandia, NY 11749 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) main(Entry canopy) 350 ft2 0.25 Yes 88 side(Entry canopy) 230 ft2 0.25 Yes 58 rear(Entry canopy) 385 ft2 0.25 Yes 96 Total Tradable Watts(a)= 241 Total Allowed Watts= 241 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. main(Entry canopy 350 ft2):Tradable Wattage LED 1:LED PAR 15W: 1 7 15 105 LED 2:LED A Lamp 13W: 1 2 13 26 side(Entry canopy 230 ft2):Tradable Wattage LED 3:LED PAR 15W: 1 3 15 45 LED 4:LED A Lamp 13W: 1 2 13 26 rear(Entry canopy 385 ft2):Tradable Wattage LED 5:LED PAR 15W: 1 3 15 45 LED 6:LED A Lamp 13W: 1 2 13 26 Total Tradable Proposed Watts= 273 Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 4 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck N e-Title ur Da Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES—MORROW(ROBERT)\THE HERITAGE AT Page 5 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck C®Mcheck Software Version 4.0.6.2 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Harvest Pointe @ Cutchogue Rec Building Location: Suffolk, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: NY GRCH Architecture PC 3750 Expressway Drive South Additional Efficiency Package Islandia, NY 11749 Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 2 AH/CU-1&2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=100 kBtu/h Proposed Efficiency=96.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Split System,Capacity=36 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=17.00 SEER,Required Efficiency: 13.00 SEER Fan System: None 1 AH/CU-3(Single Zone): Heating:1 each-Duct Furnace,Gas,Capacity=200 kBtu/h Proposed Efficiency=83.00%Ec,Required Efficiency=80.00%Ec Cooling:1 each-Split System,Capacity=119 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.20 EER,Required Efficiency: 11.00 EER +12.6 IEER Fan System: None 1 HWH-1: Electric,Storage Water Heater,Capacity:30 gallons Proposed Efficiency:0.98 EF,Required Efficiency:0.89 EF Mechanical Compliance Statement Compliance Statement. The proposed mechanical de n repres ted In this document is consistent with the building plans, specifications,and other calculations submitted wit this permit a plication.The proposed mechanical systems have been designed to meet the 2015 IECC requirements In Mcheck Versio 4.0.6.2 and to comply with any applicable mandatory reauirements listed In the Inspection Chec list. f Nam a-Title Signatu a Da e Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES—MORROW(ROBERT)\THE HERITAGE AT Page 6 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECMcutchogue rec building 8-17-17.cck COMcheck Software Version 4.0.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable !exceptions to the standard are ;❑Not Applicable claimed. C103.2 I Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR2]1 icalculations provide all Information ❑Does Not ;with which compliance can be ;determined for the mechanical ,❑Not Observable !systems and equipment and ;❑Not Applicable !document where exceptions to the {standard are claimed. Load icalculations per acceptable i i :engineering standards and ;handbooks. C103.2 ;Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR3]1 `calculations provide all information ❑Does Not :with which compliance can be (determined for the service water 1,❑Not Observable {heating systems and equipment and ,❑Not Applicable document where exceptions to the i standard are claimed.Hot water system sized per manufacturer's !sizing guide. C103.2 :Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ;determined for the interior lighting ❑Not Observable :and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to `the standard are claimed. Information ; `provided should include interior !lighting power calculations, wattage of ;bulbs and ballasts,transformers and control devices. ! i C103.2 I Plans specifications,and/or ;❑Complies ;Requirement will be met. [PRB]1 calculations provide all information :,❑Does Not ,with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment I❑Not Applicable and document where exceptions to i ;the standard are claimed. Information ; !provided should include exterior lighting power calculations,wattage of I ;bulbs and ballasts,transformers and !control devices. 1 C402.4.1 (The vertical fenestration area <=30 ;❑Complies ;Requirement will be met. [PR10]1percent of the gross above-grade wall :❑Does Not :area. i i❑Not Observable; ;❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 7 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Plan Review Complies? Comments/Assumptions & Re .ID C402.4.1 ;The skylight area <=3 percent of the ;❑Complies :Requirement will be met. [PRll]1gross roof area. QDoes Not ❑Not Observable ❑Not Applicable C406 !Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ,determined for the additional energy ; Not Observable efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 8 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.1113 C303.2 Below-grade wall insulation installed ',❑Complies ;Requirement will be meta [F02]2 per manufacturer's instructions. ❑Does Not I❑Not Observable I❑Not Applicable C303.2 ESlab edge insulation Installed per ;❑Complies ;Requirement will be met. [F04]2 I manufacturer's instructions. I❑Does Not 1 I❑Not Observable; ❑Not Applicable C303.2.1 !Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 !damage,sunlight, moisture,wind, :❑Does Not landscaping and equipment !maintenance activities. []Not Observable ❑Not Applicable C402.1.4 Below-grade wall Insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [FOl]z I I❑Does Not ❑Not Observable I I❑Not Applicable C402.2.5 Slab edge Insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [1703]2 I❑Does Not I❑Not Observable I j I❑Not Applicable C402.2•.6 -)Radiant heating systems panels E Complies i Exception: Requirement does not apply. [F012.]3,. insulated to>=R-3.5 on face opposite 1❑Does Not space being heated. I :See the Envelope Assemblies table for values. ;❑Not Observable 1 - 1 ;❑Not Applicable C403.2'.4. Snow/ice melting system sensors for ;,[]complies :Requirement will be met. 5, Ifuture connection to controls. Freeze I❑Does Not C403.2.4. iprotection systems have automatic ; 6 ;controls Installed. ,❑Not Observable, [F09]3 I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 9 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID 0303.1.3 Fenestration products rated in ;❑Complies ;Requirement will be met. [FR12]2 accordance with NFRC. 1E3Does Not ❑Not Observable; ❑Not Applicable C303.1.3 !fenestration products are certified as !❑Complies ;Requirement will be met. [FR13]1 to performance labels or certificates 1❑Does Not provided. ;❑Not Observable i ❑Not Applicable C402.4.3 !Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable j ;❑Not Applicable C402.4.3, !Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. :❑Does Not 4 [FR8]1 I❑Not Observable ❑Not Applicable C402.4.4 !U-factor of opaque doors associated ;❑Complies lSee the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not ;meets requirements. ;❑Not Observable; j ;❑Not Applicable C402.5.1. ;The building envelope contains a !❑Complies ;Requirement will be met. 2.1 continuous air barrier that is sealed in Does Not [FR19]1 ;an approved manner and material ❑Not Observable, ;permeability<=0.004 dfm/ft2.Air barrier penetrations are sealed in an :F-]Not Applicable ;approved manner. i C402.5.2, ;Factory-built fenestration and doors ;❑Complies !,Requirement will be met. 5'. ('402. 4 are labeled as meeting air leakage ❑Does Not [F:R18]3 irequirements. ❑Not Observable ❑Not Applicable C402.5.7 ;Vestibules are installed on all building !❑Complies ;Exception: Doors that open directly from aspace=3000 ft2. [FR1713 sentrances. Doors have self-closing :❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 10 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck S Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C4045, Heated water supply piping conforms ;❑Complies ;Requirement will be met. C404.5.1, ?to pipe length and volume ❑Does Not C404.5.2-_y requirements. Refer to section details. 3•v. ,❑Not Observable, ❑Not Applicable C404.5 Heated water supply piping conforms ;❑Complies :Requirement will be met. C4.04.5.1, �,to pipe length and volume E❑Does Not 0404:5.3' r'requirements. Refer to section details. ; Not Observable ;❑Not Applicable C404.5`; Heated water supply piping conforms ;❑Complies ;Requirement will be met. 0404.5.1, to pipe length and volume CDoes Not C404:5.2 requirements. Refer to section details. [PC6]3' ;❑Not Observable; ❑Not Applicable 1;4U,4:6.3 Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 heater and storage tank have controls PDoes Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. :[]Not Applicable C404,6.3 ;Pumps that circulate water between a ;❑Complies ;Requirement will be met. [QL7]3` heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating :,[]Not Observable ;❑ cycle. Not Applicable ; C4.04:6:3 s Pumps that circulate water between a ;❑Complies ;Requirement will be met. [RL7]3, heater and storage tank have controls ❑Does Not that limit operation from startup to ; <= 5 minutes after end of heating ❑Not Observable cycle. ;❑Not Applicable ; 6404.7 Water distribution system that pumps ;❑Complies ;Requirement will be met. [PL8]3'- water from a heated-water supply ;❑Does Not pipe back to the heated-water source ; 3through a cold-water supply pipe is a ;❑Not Observable demand recirculation water system. ;❑Not Applicable ; Pumps within this system have controls that start the pump upon receiving a signal from the action of a ;user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to I r! 104°F. 04043,- Water distribution system that pumps ;❑Complies ;,Requirement will be met. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source I ; through a cold-water supply pipe is a ;❑Not Observable f {demand recirculation water system. 113Not Applicable ; Pumps within this system have i controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and ; limits the temperature of the water ; entering the cold-water piping to 104°F. i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 11 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Re .ID C404.7 $Water distribution system that pumps ;❑Complies ;Requirement will be met. [PL8)3 water from a heated-water supply ;F-]Does Not pipe back to the heated-water source ❑Not Observable lthrough a cold-water supply pipe is a , demand recirculation water system. ;❑Not Applicable Pumps within this system have j controls that start the pump upon receiving a signal from the action of a I user of a fixture or appliance and limits the temperature of the water ; entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 12 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.113 C402.2.6.,(Thermally ineffective panel surfaces of;❑Complies ;Requirement will be met. [ME41]3 }sensible heating panels have ❑Does Not insulation>= R-3.5. ;❑Not Observable ❑Not Applicable C402.5.5, �Stair and elevator shaft vents have ,❑Complies ;Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically:❑Does Not [ME3]3 close. ;❑Not Observable ❑Not Applicable ; C402.5.5, Outdoor air and exhaust systems have,❑Complies ;Requirement will be met. C403.2.4. ¢motorized dampers that automatically ❑Does Not 3 ;shut when not In use and meet [ME58]3 maximum leakage rates.Check ❑Not Observable !gravity dampers where allowed. :❑Not Applicable C403.2.12 i,HVAC fan systems at design ,❑Complies ;Requirement will be met. ]: conditions do not exceed allowable 1EIDoes Not [ME65']3 lfan system motor nameplate hp or fan: :See See the Mechanical Systems list for values. system bhp. ,❑Not Observable; ❑Not Applicable (403.2.12;HVAC fan systems at design ,❑Complies ;Requirement will be met. .1 ' conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fanSee the Mechanical Systems list for values. ;system bhp. ❑Not Observable, ❑Not Applicable C403.2.12 Fans have efficiency grade(FEG) >= ;❑Complies ;Requirement will be met. .3 167.The total efficiency of the fan at ❑Does Not [ME117]2 jthe design point of operation<= 15% ;❑Not Observable lof maximum total efficiency of the !fan. ;❑Not Applicable C403.2.12!Fans have efficiency grade(FEG) >= ;❑Complies ;Requirement will be met. .3 167.The total efficiency of the fan at ❑Does Not [ME117]2 !the design point of operation<= 15% of maximum total efficiency of the :❑Not Observable, fan. ;[:]Not Applicable ; C403.2.13;Unenclosed spaces that are heated ,❑Complies ;Requirement will be met. [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable; i ;❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ,❑Complies ;See the Mechanical Systems list for values. [ME55]2 !❑Does Not 9 '❑Not Observable j ;❑Not Applicable C403.2.6. ;,Demand control ventilation provided i,,❑Complies ,Requirement will be met. 1 :for spaces>500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ;❑Not Observable served by systems with air side `economizer,auto modulating outside ;F-]Not Applicable air damper control,or design airflow >3,000 cfm. C403.2.6._ Enclosed parking garage ventilation ,❑Complies ;Requirement will be met. 2 has automatic contaminant detection I❑Does Not [ME115]3. and capacity to stage or modulate yfans to 50%or less of design capacity. ;❑Not Observable ❑Not Applicable C403.2.7 :Exhaust air energy recovery on ;❑Complies ;Requirement will be met. [ME57]1 (systems meeting Table C403.2.7(1) :❑Does Not and(403.2.7(2). 1,❑Not Observable! ❑Not Applicable 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 13 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.2.8 Kitchen exhaust systems comply with ;❑Complies ;Requirement will be met. [ME116]3 replacement air and conditioned I❑Does Not supply air limitations,and satisfy hood rating requirements and maximum ;❑Not Observable exhaust rate criteria. ;❑Not Applicable C403.2.9 ;HVAC ducts and plenums Insulated. ;❑Complies ;Requirement will be met. [ME60]2 Where ducts or plenums are Installed ❑Does Not �in or under a slab,verification may ; need to occur during Foundation i❑Not Observable Inspection. ;❑Not Applicable ; C403.2.9 Ducts and plenums sealed based on ;❑Complies !Requirement will be met. [ME10]2 !static pressure and location. :❑Does Not ❑Not Observable ❑Not Applicable 0403.219. Ductwork operating >3 in.water ;❑Complies ;Requirement will be met. 13 column requires air leakage testing. ❑Does Not I'MEll']3 ;❑Not Observable ❑Not Applicable C403.2.9 r Ductwork operating >3 In.water 1❑Complies ;Requirement will be met. 1.3. jcolumn requires air leakage testing. !❑Does Not [ME11]3 S ❑Not Observable 1 ;❑Not Applicable 0403.4.4.'t Multiple zone VAV systems with DDC ;❑Complies i Requirement will be met. 6 1 of individual zone boxes have static 1EIDoes Not [ME116]3 i pressure setpoint reset controls. ;See the Mechanical Systems list for values. ❑Not Observable; ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ;❑Complies :Requirement will be met. 6lof Individual zone boxes have static ;[:]Does Not [ME11.0]3 pressure setpoint reset controls. !See the Mechanical Systems list for values. ❑Not Observable ❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ;❑Complies ;Requirement will be met. 1 1 have means for air balancing. :❑Does Not [ME53]3 #f ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 14 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Rough-in Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 I Lighting controls installed to uniformly;❑Complies ;Requirement will be met. [EL15]1 reduce the lighting load by at least PDoes Not 50%. ;❑Not Observable E ;❑Not Applicable 0405.2.1 ,Occupancy sensors installed in ;❑Complies ;Requirement will be met. [EL18]1 !required spaces. :❑Does Not ❑Not Observable: ❑Not Applicable 0405.2.1, Independent lighting controls installed ',❑Complies ;Requirement will be met. C405.2.2. !per approved lighting plans and all :❑Does Not 33manual controls readily accessible and; [EL23]2 "visible to occupants. :❑Not Observable ❑Not Applicable C405.2.2. !Automatic controls to shut off all ;❑Complies ;Requirement will be met. 1 ;building lighting installed in all :❑Does Not [EL22]2 ;buildings. ❑Not Observable, ❑Not Applicable C405.2.3 Daylight zones provided with ;❑Complies ;Requirement will be met.. [E116]2 Individual controls that control the :❑Does Not lights independent of general area ;lighting. 1❑Not Observable ;❑Not Applicable ; C405.2.3, ;Primary sidelighted areas are ;❑Complies ;Requirement will be met. C405.2.3. equipped with required lighting PDoes Not 1, ;controls. 0405:2.3. ; 1,❑Not Observable 2 ;❑Not Applicable [EL20]1 C405.2.3, i Enclosed spaces with daylight area ;❑Complies ;Requirement will be met. C405.2.3. ;under skylights and rooftop monitors CDoes Not 1, flare equipped with required lighting 1❑Not Observable; C405.2.3. (controls. , 3 ; {❑Not Applicable ; [EL21]1 0405.2.4 Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 specific uses installed per approved ,❑Does Not lighting plans. ;❑Not Observable; ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8]1 :allowed for special functions per the !❑Does Not :approved lighting plans and is ;automatically controlled and :❑Not Observable; w (separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior`❑Complies :Requirement will be met. [EL25]no° lighting installed.Controls will be UDoes Not ;daylight controlled,set based on ; ;business operation time-of-day,or :❑Not Observable reduce connected lighting> 30%, ;❑Not Applicable ; C405.3 ;Exit signs do not exceed 5 watts per :❑Complies ;Requirement will be met. [EL611 Mace. :F—]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 15 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck ' f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 16 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECMcutchogue rec building 8-17-17.cck Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 i,Roof insulation Installed per ;❑Complies ;Requirement will be met. [IN3]1 manufacturer's instructions. Blown or i❑Does Not :poured loose-fill insulation is installed !only where the roof slope is<=3 in ;❑Not Observable 112 :[]Not Applicable C303.1 Building envelope insulation Is labeled ',❑Complies ;.Requirement will be met. [IN10]2 with R-value or insulation certificate !❑Does Not i providing R-value and other relevant ; data. ,❑Not Observable, ❑Not Applicable ; C303.2 Above-grade wall Insulation Installed ;❑Complies ;Requirement will be met. [IN7]1 !per manufacturer's instructions. I❑Does Not ❑Not Observable I :❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies ;Exception: Requirement does not apply. [IN14]2 ;damage with a protective material. :❑Does Not ;Verification for exposed foundation {Insulation may need to occur during ❑Not Observable, f Foundation Inspection. ;❑Not Applicable C402.2.1 ;Insulation Intended to meet the roof ;❑Complies ;Requirement will be met. [IN17]3 yInsulation requirements cannot be 1❑Does Not installed on top of a suspended ceiling. Mark this requirement :[]Not Observable compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor Insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. {IN8]Z f ;❑Does Not a ❑Not Observable ❑Not Applicable C402.2.6 -I Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [IN18]3 icomponents,designed for heat 1EIDoes Not transfer from the panel surfaces to the; ; occupants or indoor space are I❑Not Observable insulated with a minimum of R-3.5. :F—]Not Applicable ; C402.4.2. !Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 2 1systems,verification may need to :❑Does Not [IN2]1 occur during Framing Inspection. ; ,❑Not Observable, ❑Not Applicable C402.5.1. !All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 :building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked,gasketed,weather stripped ; or wrapped with moisture vapor- :❑Not Observable permeable wrapping material to :❑Not Applicable ;minimize air leakage. ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Pubiic\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 17 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8.17-17.cck .Section # Final Inspection Complies? Comments/Assumptions & Req.ID 0303� 3,,, - Furnished O&M instructions for ;❑Complies ;Requirement will be met. C406:2 systems and equipment to the ❑Does Not building owner or designated s P ;❑Not Observable; [FI17,]... ;,..,�representative. = ;❑Not Applicable C303.3 > Furnished O&M manuals for HVAC ;❑Complies ,Requirement will be met. C408.2` 5., systems within 90 days of system ❑Does Not 5 acceptance. 3 � ;❑Not Observable ;❑Not Applicable ; C402.53 Where open combustion air ducts ,❑Complies :Requirement will be met. [F151]3 provide combustion air to open ❑Does Not = ycombustion fuel burning appliances, ; the appliances and combustion air I❑Not Observable .. ❑Not Applicable opening are located outside the ; ;building thermal envelope or enclosed In a room, isolated from inside the 5thermal envelope.Such rooms are "'Y.isealed and insulated. C402.5.6 (Weatherseals installed on all loading ;Complies ;,Exception: Requirement does not apply. [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable 0402 5.8 Recessed luminaires in thermal ,❑Complies ;Exception: Requirement does not apply. [F12614',;', envelope to limit infiltration and be IC ODoes Not rated and labeled. Seal between Interior finish and luminaire housing. ❑Not Observable ;❑Not Applicable ; 04Q3.2,2 I HVAC systems and equipment ;❑Complies ;Requirement will be met. [F127]3 `. capacity does not exceed calculated �'❑Does Not loads. ;❑Not Observable ❑Not A PP licable .c463-.2;4.,r,' Heating and cooling to each zone is ,❑Complies ;Requirement will be met. 1 _' I controlled by a thermostat control. ❑Does Not [F.,147]3 `' Minimum one humidity control device ❑Not Observable; per installed humidification/dehumidification �❑Not Applicable system. ; 0403.2 4: 'Heating and cooling to each zone is ,❑Complies ,Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 $Minimum one humidity control device ; per installed ,❑Not Observable; humidification/dehumidification ❑Not Applicable systema d463.2.4:, ;Thermostatic controls have a 5 IF ,❑Complies ;Requirement will be met. 1 2 ;adeadband. ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable 0403.2.4;JTernperature controls have setpoint ,❑Complles ,Requirement will be met. overlap restrictions. ❑Does Not ;❑Not Observable; ❑Not Applicable C403t2.4r ,Each zone equipped with setback ;❑Complies ;Requirement will be met. 2controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable 't s ;❑Not Applicable 11 High Impact(Tier 1) 2.]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 18 of 21 CUTCHOGUE\CON DOCS\REC BUILDING\COMCHECK\cutchogue rec building 8-17-17.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. Automatic Controls:Setback to 55°F ;❑Complies !Requirement will be met. 2.1, (heat)and 85°F(cool); 7-day clock, 2- ❑Does Not 0403.2.4. hour occupant override, 10-hour I 2.2Ibackup I❑Not Observable I'140]3 !#; ❑Not Applicable 0404.3 u Heat traps installed on supply and ',❑Complies ;Requirement will be met. [Fl11]3 Wischarge piping of non-circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C404.4 ;All piping insulated in accordance with;❑Complies ;Requirement will be met. [F[25]2 isection details and Table C403.2.10. ❑Does Not ❑Not Observable ;❑Not Applicable C405.4.1 ;Interior Installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [F[18]1 :lighting power is consistent with what :❑Does Not Is shown on the approved lighting I plans,demonstrating proposed watts ❑Not Observable 1 are less than or equal to allowed I❑Not Applicable watts. C405.5.1 :Exterior lighting power is consistent ;❑Complies ;See the Exterior lighting fixture schedule for values. [17I19]1 1 with what is shown on the approved ❑Does Not alighting plans,demonstrating ❑Not Observable; proposed watts are less than or equal , to allowed watts. 1❑Not Applicable 1 0408.2.1 ,Commissioning plan developed by 1❑Complies ;Requirement will be met. [FI28]1 registered design professional or ❑Does Not approved agency. ❑Not Observable 1 ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies !Requirement will be met. 1 I ensure proper operation. PDoes Not I [F131]1 I` ;❑Not Observable I ;❑Not Applicable C408.2.3. I HVAC control systems have been ;❑Complies ;,Requirement will be met. 2 Etested to ensure proper operation, UDoes Not [FI10]1 icalibration and adjustment of controls.1 ,❑Not Observable; ❑Not Applicable C408.2.4 !,Preliminary commissioning report ;❑Complies ;Requirement will be met. [FI29]1 completed and certified by registered ❑Does Not 1 ;design professional or approved agency. ;❑Not Observable 1 j❑Not Applicable C409.2.5, {Furnished HVAC as-built drawings ;❑Complies ;Requirement will be met. 1 isubmitted within 90 days of system 1❑Does Not [FI7]3acceptance. ❑Not Observable ❑Not Applicable C4062.5. Furnished as-built drawings for ;❑Complies ;Requirement will be met. 11 ielectric power systems within 90 days ❑Does Not [F116]3_ of system acceptance. :,[]Not Observable :[:]Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ;,Requirement will be met. 3 balancing report is provided for HVAC I❑Does Not [FI43]1 I systems. ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES MORROW(ROBERT)\THE HERITAGE AT Page 19 of 21 CK\ CUTCHOGUE\CON DOCS\REC BUILDING\COMCHEcutchogue rec building 8-17-17.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C408.2.5. ;Final commissioning report due to ;❑Complies ;,Requirement will be met. 4 ;building owner within 90 days of ❑Does Not [F130]1 I receipt of certificate of occupancy. ,❑Not Observable, ❑Not Applicable 0408.3 ;Lighting systems have been tested to ;❑Complies ;Requirement will be met. [FI33]1 ensure proper calibration,adjustment,I❑Does Not ;programming, and operation. ,❑Not Observable, j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchterver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 20.of 21 CK\ CUTCHOGUE\CON DOCS\REC BUILDING\COMCHEcutchogue rec building 8-17-17.cck Project Title: Harvest Pointe @ Cutchogue Rec Building Report date: 08/31/17 Data filename: \\grchserver\Public\CLIENTS\KENILWORTH EQUITIES_MORROW(ROBERT)\THE HERITAGE AT Page 21 of 21 CK\ CUTCHOGUE\CON DOCS\REC BUILDING\COMCHEcutchogue rec building 8-17-17.cck ELECTRICAL TRUSS PLACARDING REQUIRED .APPROVED AS NOTED INSPECTION REQUIRED DATE: 7 B.P.# FEE: Y. NOTIFY PLUMBER CER TIFICA TION 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: *44 CONTENT BEFORE 1. FOUNDATION - TWO REQUIRED OE_RTIFICA TE OF OCCUPA NC FOR POURED CONCRETE SOLDER USED IN WA TEQ 2. ROUGH -I F' 3, PLUMBING "S,"PPLYSYSTEM CANNOT 3. INSULATi, 4. FINAL MUSTECCE0 OF 1% LEAD. BE CONI: ALL CONST SHALL MEET THE REQUIREM&,,:' :- fu-4"THE CODES OF NEW ,-f, 198 INSPECTION YORK STATE. NOT RESPONSIBLE FOR Pi L�V N!BRI N G 4, REQUIRED BEFORE DESIGN OR CONSTRUCTION ERRORS. ALL-PLUMBING WASTE "ktWAfER LINES NEED -OPENING 1=ST1A�G BEFORE COVERING COMPLY WITH ALL CODES Or NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS C Must Provide Manuals SOUTHOLD TOWN PLANNING BOARC D, J and S as per NYS Energy Code DO NOT PROCEED WITH Blower door rRAMING'UNTIL SURVEY and-ductwork OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR testing required. USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFICATE installed,replaced or OF OCCUPANCY repaired shall conform to Chapter 172 DRAINAGE INSPECTIONS ARE REQUIRED Of the Town Code Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. New York State Law You Must Call 811 Before You Dig - APPLICABLE CODES: DRAWING INDEX: ST '."r0l'.�LJIITEJ PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: SHEET # DESCRIPTION PROJECT INFORMATION 0 "' ING2017 NYS BSC UNIFORM CODE SUPPLEMENT 2016 NYSMC (2015 IMC 3RD PRINTING) o cu EATIO'N"r "BwUILIJ-K" E C "K (PUBLICATION DATE' JULY 2017) 2016 NYSFC (2015 IFC 3RD PRINTING) G-100 COVER SHEET / CODE ANALYSIS OWNER: RIMOR DEVELOPERS LLC `� •F=001 U > a> 2017 NYS BSC SUPPLEMENT TO THE NEW YORK STATE ENERGY 2016 NYSPMC (2015 IPMC 4TH PRINTING) G-101 BUILDING CODE / GENERAL NOTES 825 THIRD AVE SUITE 1801 ' �N G-102 BUILDING CODE / GENERAL NOTES NEW YORK, NY ZIP 10022 Z - NY 11935 CONSERVATION CONSTRUCTION CODE (PUBLICATION DATE: JULY 2017) ASHRAE 90.1 2013 (JULY 2014 PRINTING) G-103 STRUCTURAL NOTES " X p�M_ �� - co CUTCHOGUE, G-104 ACCESSIBILITY DETAILS 2 4 2016 NYSBC (2015 IBC 3RD PRINTING) ICC A117.1 2009 ACCESSIBLE AND USEABLE BUILDINGS AND G-105 ACCESSIBILITY DETAILS PROJECT NAME: HARVEST POINTE = M U (BUILDING CODE ANALYSIS- USE co GROUPS A-3 & S 2) 2016 NYSEC (2015 IECC 2ND PRINTING) FACILITIES WITH THE NYS NEWLY ADOPTED ACCESSIBILITY SIGN G-106 ACCESSIBILITY DETAILS � co 2016 NYSPC (2015 IPC 3RD PRINTING) G-107 WINDOW FLASHING SEQUENCE PROJECT ADDRESS: CUTCHOGUE, NY 11935 _ G-108 TYVEK SPECIFICATIONS NO. TOPIC CODE SECTION PAGE REQUIRED ACTUAL NO. TOPIC CODE SECTION PAGE REQUIRED ACTUAL NO. TOPIC CODE SECTION PAGE REQUIRED ACTUAL G-109 AIR SEALING DETAIL SHEET AREA OF BUILDING - OR OR OR R-1 BUILDING ELEVATIONS 1 ST FLOOR = 6,286 5F ALLOWED ALLOWED ALLOWED R-2 BUILDING ELEVATIONS BASEMENT STORAGE = I,g15 5F 1 FLOOD PLAIN IBC-1603.1.7 354 NA NA 16FIRE PROTECTION EQUIPMENT BC CHAPTER 9 NR NR R-3 FOUNDATION PLAN DISTANCE OF TRAVEL IBC-TABLE 1017.2 277 250' MAX. TRAVEL MOST REMOTE FLOOR TRAVEL DISTANCE= 102'-7" 24 SPRINKLER SYSTEM FD1 FOUNDATION DETAILS MAIL ROOM AREA = 261 5F ALTERNATE EXTINGUISHING SYSTEMS FC-904 NA NA R-4 FLOOR PLAN 43 NA NA OCCUPANCY LOADS PER 2015 IBC TABLE 1004.1.2 2 OCCUPANCY/USE/HAZARD/ IBC-413.1, 307, 309.2 SEMI-CONDUCTOR- LIST ALL 49,77 FIRE EXTINGUISHERS 2015 IBC 906.3.1 REQUIRED SEE ARCHITECTURAL PLANS R-5 ROOF PLAN SINGLE OCCUPANCY. IS THERE IBC-302.1 (A-3) LABEL 41 FIRE ALARM SYSTEMS 2015 IFC REQUIRED SEE MEP DOCUMENTS A-3 & S-2 A-3 & S-2 CORRIDOR WALL-FIRE RATING IBC-TABLE 1020.1 278 0 HR 0 HR PROVIDED R-6 BUILDING SECTIONS TOTAL OCCUPANCY- 190 OCCUPANTS 1 A OCCUPANT PROPOSED EACH SPACEPANTRY = 1 OCCUPANT CORRIDOR WIDTH (MIN/CALC) IBC-TABLE 1020.2 279 36" MIN. 36" WIDE MIN. IN DWELLING UNIT SMOKE DETECTION 2015 IFC REQUIRED SEE FIRE ALARM PLANS STOR/COAT/FACP/WINE STORAGE= 2 OCCUPANTS INCIDENTAL USE AREAS IBC-509.1 108 PER IBC FACP CARBON MONOXIDE ALARMS 2015 IBC REQUIRED CARBON MONOXIDE ALARM LOCATION PROVIDED OFFICE= 2 OCCUPANTS 36 EGRESS DOOR VESTIBULE = 1 OCCUPANT ACCESSORY USE AREAS IBC-508.2 107 NA NA DOOR WIDTH (MIN/CALC) IBC-1010.1.1 260 32" CLEAR OPENING 10 OCCUPANTS PER UNIT MAX. SEE FIRE ALARM PLANSRM/ MIXED USE IBC-508.1 107 A-3 & S-2 A-3 & S-2 DOOR SWING & IBC-1010.1.2 260 <50 PEOPLE, SWING IN O.K. (EX. 3) 10 MAX. OCCUPANTS PER UNIT SWING IN O.K. 25 PLUMBING CODE/ ROOF DRAIN 2015 IPC GUTTER/ LDR SIZING & TABLE P1106.2- INSIDE DIAMETER OF LEADER MIN. 3" MULTI-PURPOSE CUP LOUNGES= 137 OCCUPANTS ALLOWABLE 108 _ MAX 1/2" THRESHOLD & 1010.1.7 263 5LB MAX FORCE TO OPEN 5LB MAX FORCE TO OPEN DOOR DESIGN W/ CALCS AND PITCH CALCS. BASED ON RAINFALL RATE OF 3" PER HOUR PER HALLWAYS= 2 OCCUPANTS " DRSG AREAS = 4 OCCUPANTS � SEPARATED IBC-508.4.2 A-3 & S-2 A-3 & S 2 " " TABLES TABLE TABLE P1106.6- DIAMETER OF GUTTERS MIN. 3 LIBRARY= 7 OCCUPANTS l-- AREAS EXIT PASSAGEWAY IBC-1024 282 MIN WIDTH 36 < 50 OCC MIN WIDTH 36 3 TYPE OF CONSTRUCTION IBC-TABLE 601 113 TYPE I, II, III, IV, V TYPE VB (A-3) & VB (S-2) GUARDS IBC-1015 274 42" 42" MIN. PROVIDED BASED ON 3° RAINFALL RATE AND A PITCH OF 1/8" RECEPTION 5 2 OCCUPANTS PER FT. FI = 25 C U A TS 2i REQUIRED AT SEE ARCHITECTURAL PLANS 26 MECHANICAL CODE HEAT & COOL 2015 IMC REQUIRED SEE MECHANICAL PLANS BASEMENT= OC;CU AN 4 PANIC HARDWARE IBC-1010.1.9.2 263 & 266 / U NO. OF OCCUPANTS HARDWARE HEIGHT & 1010.1.10 EXIT DOORS CALCULATION I FIRE PROTECTION SYSTEMS 0 (LSEE TABLE SEE TABLE 27 FUEL GAS CODE/ STRUCTURAL 2015 IFGC REQUIRED SEE MECHANICAL PLANS 0 Ln (LABEL USE EACH SPACE, IBC-TABLE 1004.1.2 251 VACANT AREAS) P.D END CORRIDORS IBC-1020.4 279 >20 < 20 EXIT STAIRS PROVIDED SAFETY AN AUTOMATIC SPRINKLER IS REQUIRED PER 2015 IBC CODE SECTION 903.2.1.3 z NO GROUP A-3 FOR BUILDINGS WHERE ONE OF THE FOLLOWING CONDITIONS EXIST: O C� LANDINGS AT DOORS IBC-1010.1.6 263 36" MIN FOR R-2 36" MIN PROVIDED ABBREVIATIONS 1. TOTAL SQUARE FOOTAGE OF 12,000 SQ. FT. OR MORE U ATRIUMS (NO F/S: 2HR; A.B. ANCHOR BOLT ELEV. ELEVATION 2. OCCUPANCY OF 300 PERSONS OR MORE 5 W/F/S: IHR) IBC-404 60 NA NA SPACES W/ 1 EXITS IBC-1006.2.1 254 SPACE WITH 1 MEANS OF 10 OCCUPANTS MAX. PER UNIT - ONE EXIT MIN A.F.F. ABOVE FINISH FLOOR EQ. EQUAL 1/R ONE ROD 3. THE FIRE AREA IS LOCATED ON A FLOOR OTHER THAN A LEVEL OF EXIT �..� EGRESS-MAX. 10 OCCUP PER PROVIDED ADJ. ADJACENT/ADJUSTABLE EQUIP EQUIPMENT 1/S ONE SHELF DISCHARGE SERVING SUCH OCCUPANCIES z FLOOR OR SPACE A.F.T. ABOVE FINISH TREAD EXP. EXPANSION PC POURED CONCRETE AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED FOR THIS BUILDING. O 6 BASEMENT DEFINITION IBC-202 13 S-2 S-2 U L ' 36" ALUM. ALUMINUM EXT. EXTERIOR PBD. PARTICLE BOARD 7 HEIGHT & BUILDING AREAS MIN. EGRESS WIDTH IBC-1005.2 252 36MIN. " MIN. PROVIDED ANCH. ANCHOR EE. EACH END PL. PLATE AN AUTOMATIC SPRINKLER IS REQUIRED PER 2015 IBC CODE SECTION 903.2.11.1 ❑ h� ANGLE F/C FLOOR COVERING CHANGE PNL. PANEL IN STORIES W/ OUT OPENINGS (INCLUDING BASEMENTS) WHERE THE SQUARE F� MAX. TABULAR AREA IBC-TABLE 506.2 103 24,000 S.F. 6,553 S.F.MAX. -� ARCH. ARCHITECTURALWD. PLYWOOD FOOTAGE IS 1,500 SQ. FT. OR MORE AND THERE IS NOT PROVIDED NOT FEWER A-3 / TYPE VA (SPRINKLEP,ED) :'° ASSEMBLY USE IBC-1029 287 NA NA AT F.D.FDFLOOR DRAIN ., EDN. FOUNDATION PF. PREFABRICATED THAN ONE OF THE FOLLOWING TYPES OF EXTERIOR OPENINGS: Q� FIRE-RESISTANCE RATING REQUIREMENTS FOR Bl1Li.Di�:c;, ELEMENTS 1. AN EXTERIOR STAIRWAY LEADING "DIRECTLY" TO GROUND LEVEL ' 100 2 STORY 1 STORY ~ " FLR. FLOOR PR. PAIR MAX. STORIES ABOVE GRADE IBC-TABLE 504.4 BD. BOARD FP FIREPLACE PROJ. PROJECT / PROJECTED [TABLE 601] CONSTRUCTION TYPE 5B (SPRINKLER'ED) 2. AN EXTERIOR RAMP LEADING "DIRECTLY" TO GROUND LEVEL NFPA 13 SPRINKLER PROVIDED BLDG. BUILDING F.R. FIRE RATED PSI POUNDS PER SQ. IN. 8 SPRINKLER SYSTEM/TYPE IBC-903.2/903.3 210-216 NFPA 13 PER IBC-903.3.1.1 BM BEAM FIRM FRAME PSF POUNDS PER SQ.FT. BUILDING ELEMENT REQUIRED (HOURS) PROVIDED (HOURS) WHERE AN OPENING IN A STORY IS PROVIDED ON ONLY ONE SIDE AND THE BTM BOTTOM OPPOSITE WALL IS MORE THAN 75 FROM SUCH OPENINGS, THE STORY SHALL BE T O 17 FT. FOOT / FEET P.T. PRESSURE TREATED EQUIPPED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. z I�-•i STAIRS FIRE RATING IBC-1023.2 280 NA NA BLKG. BLOCKING STRUCTURAL FRAME o o WINDOWLESS STORIES IBC-903.2.11.1 213 SEE SPRINKLER DWGS SEE SPRINKLER DRAWINGS BY OTHERS BRG. BEARING FTG FOOTING QUAD. QUADRUPLE USE & OCCUPANCY CLASSIFICATION & CONSTRUCTION TYPE � W > BEARING WALLS BY OTHERS BRK BRICK GA. GAUGE REQ D REQUIRED SPRINKLER SYSTEM RISER (MAX) IBC-1011.5.2 268 7" MAX. 7" BSMT BASEMENT GALV. GALVANIZED REF. REFER TO REFERENCE EXTERIOR 0 o MIXED OCCUPANCIIES (NONSEPARATED) [SECTION 508.3]: dcL, CENTER LINE G.C. GENERAL CONTRACTOR RMS. ROOMS A-3, (ASSEMBLY);, S-2 (STORAGE) U FIRE PROTECTION SEE SPRINKLER DWGS " <,> C.M.U. CONCRETE MASONRY UNIT GEN. GENERAL REINF. REINFORCING,REIN FORCED INTERIOR 0 0 � WATER SUPPLIES IBC-903.3.5 215 BY OTHERS SEE SPRINKLER DRAWINGS BY OTHERS TREAD DEPTH (MIN) IBC-1011.5.2 268 11 MIN. 11 C.J. CONTROL JOINT GYP. GYPSUM NONBEARING WALLS & PARTITIONS CONSTRUCTION TYPE [SECTION 602]: 5B z F-I-•1 TREAD WIDTH (CALCS) IBC-1011.2 267 44" MIN. CLEAR SERVING 44" MIN. CLEAR WIDE STAIRS COL. COLUMN G.L. GLUE LAM EXTERIOR 0 G O FRONTAGE & SPRINKLER AREA IBC 506 <50 OCCUPANTS OR .2" X 7 TREAD PROVIDED CONC. CONCRETE RMS. ROOMS BUILDING WILL BE BE SPRINKLERED � g MODIFICATIONS NOTE: WEIGHTED NA 6.553 S.F. < 24,000 S.F. MAX. PERMITTED HGT. HEIGHT REINF. REINFORCING REINFORCED INTERIOR 0 o O COND. CONDITION HDWR. HARDWARE INCIDENTAL USE AREAS � W-AVERAGE 101-105 OCCUPANTS = 1.4" RNG RANGE CONT. CONTINUOUS HORZ. HORIZONTAL,HORIZONTALLY O HEADROOM IBC-1011.3 267 6'-8" > 6'-8" PROVIDED CONST. CONSTRUCTION HD.WD. HARDWOOD R.O. ROUGH OPENING FLOOR CONSTRUCTION o o [TABLE 509] THE AGGREGATE AREA OF CTSK. COUNTERSUNK HR. HOUR R. RISER ROOM AREA SEPARATION PROTECTION REQUIRED ACTUAL z MEZZANINES- MUST BE IBC 505 gg ROOF CONSTRUCTION o 0 WITHIN THE REGULATED SPACE VERTICAL RISE IBC-1011.8 269 12' MAX. <12' PROVIDED RNLI ROUND ❑ MEZZANINE WITHIN A ROOM „ " C.O. CASED OPENING HDR. HEADER STORAGE 1 HOURS OR 0 HOUR AND 0 HOUR AND AUTOMATIC SHALL NOT EXCEED � OF THE HANDRAILS IBC-1014.3 273 1 1/4 TO 2 DIAM. 1 1/4 PROVIDED. CANT. CANTILEVER HB HOSE BIB S.C. SAWCUT [TABLE 602] AUTOMATIC FIRE-EXTINGUISHING FIRE-EXTINGUISHING FLOOR AREA OF THAT ROOM OR LANDINGS (CLEAR AREA) IBC-1011.6 269 36" CLEAR 44" CLEAR WIDE MIN LANDINGS C.T. CERAMIC TILE I.D. INSIDE DIAMETER SCHEM. SCHEMATIC ANY TYPE OF CONSTRUCTION AND OCCUPANCY WITH A FIRE SYSTEM SYSTEM SPACE IN WHICH THEY ARE MIN. OR WIDTH OF STAIR PROVIDED CLG. CEILING INGR, IN GROUND SHLF SHELF SEPARATION DISTANCE OF 30 FEET OR GREATER REQUIRES NO LOCATED. C.M. CROWN MOULD INSUL. INSULATION SHT. SHEET FIRE-RESISTANCE RATING FOR EXTERIOR WALLS ALLOWABLE HEIGHT AND BUILDING AREAS i;UTD00R CONDITION IBC-1011.7.2 269 NA NA C.R. CHAIR RAIL INT. INTERIOR SIM. SIMILAR RECREATION BUILDING (A-3) [TABLES 504.3, 504.4, 506.2] HEIGHT MODIFICATIONS IBC-504.3 98 60 30 IBC-1603.1 I.S. INSIDE CORNER S.S. STAINLESS STEEL FIRE-RE5I5TANGE RATING REGUIREMENT5 FOR EXTERIOR WALL5 ALLOWED ACTUAL A-3/ VA 18 STRUCTURAL COMPLIANCE DOCS ASCE-7, 2010 353 SEE STRUCTURAL PLANS D DRYER PENNY JT. JOINT STL. STEEL 5A5ED ON FIRE 5EPARATION 015TANGE[TABLE 6021 MAX STORIES 2 1 ROOFING MATERIAL IBC-1504 THRU 1510 335-350 SEE STRUCTURAL PLANS DBL. DOUBLESTRUCT. STRUCTURAL FIRE SEPARATION TYPES OF GROUP F-1, GROUP A, B, E, F-2, MAX BUILDING HEIIGHT 60'-0" 34'-8" KSI KIPS PER SQUARE INCH SUSP. SUSPENSION DISTANCE (FEET) CONSTRUCTION GROUP H M S-1 I, R, S-2, U MAX BUILDING ARIEA (PER FLOOR) 24,000 SF 6,553 SF (MAXIMUM) AND APPLICATIONS DIA. DIAMETER SUMMARY CONC. MIX DURABILITY IBC-1904 447 SEE STRUCTURAL PLANS DIR. DIRECTION LT. WT. LIGHTWEIGHT SGD SLIDING GLASS DOOR Lu 10 HEIGHT & AREA SU 24,000 S.F./ STORY 6,553 S.F./ STORY MAX. LT. LIGHT SQ. SQUARE < 5 All 3 2 I EGRESS CAPACITY U7 DN DOWN > 5 IA 3 2 I m SUBMIT CALCULATIONS GLAZING STRUCTURE REQUIREMENTS IBC-2404 541 NA NA DR. DOOR IVR. LOUVER Tg TOWEL BAR EGRESS COMPONENTS BASED ON BUILDING WITH SPRINKLER SYSTEM [TABLE 1005.3] m DW DISH WASHER L T < 10 Others 2 I LAUNDRY TUB T & G TONGUE AND GROVE I OTHER EGRESS COMPONENTS: DOORS/RAMPS/CORRIDORS - 0.15" PER OCCUPANT TABULAR AREA IBC TABLE 506.2 103 24,000 S.F./ STORY 6,553 S.F./ STORY MAX. SPECIAL INSPECTIONS DWG. DRAWING MAS. MASONRY TGS TOP OF GRADE SLAB > 10 IIB,IA, IB, 2 I I I O o ElSTAIRWAYS - 0.2" PER OCCUPANT STTFW TOP OF FOUNDATION WALL < 30 ATEMENT OF SPECIAL (NSP. IBC-1704.2.3 404 REQUIRED LETTER SUBMITTED D.S. DOWNSPOUT MAT. MATERIAL Othersrs SEE SHEET EG-1 FOR CALCULATIONS I I I 1 j DTL DETAIL MAX. MAXIMUM TP TYPICAL TRAVEL DISTANCES 104 NR NR > All O oTFRONTAGE AREA IBC-506.3 INSPECTOR QUALIFICATIONS IBC-1705.2.3 407 i EA. EACH MDO MEDIUM DENSITY OVERLAY EXIT ACCESS TRAVEL DISTANCE [TABLE 1017.21: (CALC REQ'D) IBC-1705.3 E.J. EXPANSION JOINT MECH. MECHANICAL TR TOWEL ROD OCCUPANCY GROUP A - 250 FEET (W/ SPRINKLER SYSTEM) IBC-1705.6 TRIPLE FIRE RATED ASSEMBLIES: ELEC. ELECTRICAL MIN. MINIMUM TRPL OCCUPANCY GROUPS-2 - 400 FEET (W/ SPRINKLER SYSTEM) IBC-1705.7 NTERIOR FLOOR FINISH REQUIREMENTS PER SECTION BD4 OF 2015 Q ELEV. ELEVATION UNLESS NOTED OTHERWISE IBC-CARPET-1 < IBC-1705.8 M.O. MASONRY OPENING U.N.O. ONTEPIT FOR S.I. STATEMENT IBC-1704.3 405 REQUIRED LETTER SUBMITTED EQ. EQUAL DOC-rFt-7o COMMON PATH OF TRAVEL DISTANCE [1006.2.11 ITL. METAL METHENAMINE PILL TEST PASSES OCCUPANCY GROUP A - 75 FEET (W/ SPRINKLER SYSTEM) Z EQUIP EQUIPMENT VERTICAL VERT. MAXIMUM AGGREGATE AREA IBC-506.2 101 NA NA ASTM E-648 OCCUPANCY GROUP S-2 - 100 FEET W SPRINKLER SYSTEM ;ONTRACTOR RESPONSIBILITY IBC-1704.4 405 EXP. EXPANSION N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD ( / ) Lu RADUNT-PANEL TEST CLASS I (NOT BUILDING AREA) EXT. EXTERIOR (NTS) NOT TO SCALE W WASHER AATcc 134 I. FOR SEISMIC IBC-1705.12 410 EE. EACH END W/ WITH ELECTROSTATIC PROPENSfTY LESS THAN 3.5 KILOVOLTS DEAD END CORRIDORS [SECTION 1020.41: U o OCCUPANCY GROUP A - 20 FEET SUBMIT ALL COMPUTATIONS NA NA STRUCTURAL OBSERVATIONS IBC-1704.6 406 D.S. DOWNSPOUT O.C. ON CENTER WD WOOD wARRANTIEs 10-YEAR WEAR 010-YEAR CLOLRFAST OCCUPANCY GROUP S-2 - 50 FEET p UNLIMITED AREA IBC-507 105 NA NA DTL DETAIL OPER. OPERATOR W.W.F. WELDED WIRE FABRIC 10-YEAR DELAMINAnoN e OPNG. OPENING WALKOUT EDGE RAVEL MAXIMUM TRAVEL 'DISTANCE TO EXIT 19 INTERIOR FINISHES/ WALL, IBC-TABLE 803.11 205 INTERIOR FINISH CLASS C FINISH PROVIDED, CLASS II EA. EACH OPT. WOW W/0 CARPET LIFE ANTI-STATIC SHOCK A-3 (ASSEMBLY): 250' 'FLING, FLOOR. CLASS C ALLOWED FLOORING E.J. EXPANSION JOINT OPTIONAL WNDW WINDOW ( ) 11 DISTANCE SEPARATION IBC-TABLE 602 114 > 30 FT.- NR > 30 FT.- NR IBC-804 IF SPRINKLERED O.S.B. ORIENTED STRAND BOARD INTERIOR FLOOR FIwsTt REQUIREMENTS PER secnoN Boa of 2015 S-2 (STORAGE): 250' ELEC. ELECTRICAL Tec-CARPET-2 ! < 0 FT 1 HR. 705.8 UNLIMITED FLOOR- CLASS II OZ• OUNCE I EXTERIOR WALL OPENINGS IBC-TABLE 705.8 123 > 10 FT 3 Doc o SEE SHEET G-106 FOR CALCULATIONS METHENAMINE PILL TEST PASSES II p FIRE PROTECTION NOTES: FIRE RATED CONSTRUCTION 20 EXTERIOR WALL COVERINGS IBC-TABLE 1405.2 321 MIN. THICKNESS FOR EACH SEE ELEVATION SHEETS GRAPHIC SYMBOLS R~-PMELTEST CLASS( A COMPLETE SMOKE & FIRE DETECTING SYSTEM AND FIRE ALARM SYSTEM SHALL BE 12 IBC-703 117-120 SPECIFIED EXTER. FACING KEY TO SYMBOLS He MATERIALS: INSTALLED THROUGHOUT THE BUILDING. THE SYSTEM SHALL BE INSTALLED BY A (NOTE IF RESTRAINED OR 704 TYPE VB SEE DWGS AATCC 134 CONTRACTOR LICENSED BY THE NEW YORK STATE DIVISION OF LICENSING SERVICES FOR MATERIAL TO BE ELECTROSTATIC PROPENSITY LESS THAN 3.5 KILOVOLTS INSTALLING FIRE ALARM SYSTEMS. ALL PERMITS, PLANS AND FEES SHALL BE SUBMITTED UNRESTRAINED) WARRANTIES 10-YEAR LIMITED WEAR TO THE FIRE MARSHALS OFFICE, FOR REVIEW AND APPROVAL, PRIOR TO THE PROVIDED I . COMMENCEMENT OF ANY WORK. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INCIDENTAL USE AREAS IBC-TABLE 509 109 NA NA !. 1 DETAIL NUMBER ANTI-STAT WARRANTED FOR THE NATIONAL FIRE PROTECTION ASS CIATION POMPHI 2-2002. Y:EFiGR-COMBUSTIBLE IBC-1406.3 326 1 HR REQUIRED. 1 HR PROVIDED. DTE OF CARPET _- FIRE ALARM AND FIRE SPRINKLER SPECIFICATIONS AND INFORMATION WILL BE PROVIDED TO I A123 GENERAL NOTES FOR FLOOR FINISHES: a i T BALCONIES SHEET NUMBER X 1) PER THE EXCEPTION IN SECTION 804.1,WOOD FLOORING,VINYL THE BUILDING DEPARTMENT ONCE A CONTRACTOR HAS BEEN SELECTED l W-X FLOORING k CERAMIC TILE ARE NOT REQUIRED To COMPLY WITH WINDOW NUMBER SECTION 804 OF THE 2015 INTERNATIONAL BUILDING CODE ANY HOOD, DUCT OR AUTOMATIC EXTINGUISHING SYSTEMS SHALL BE INSTALLED BY ACCESSORY OCCUPANCY IBC-508.2 I 107 N - NA -_ - CONTRACTORS LICENSED BY THE TOWN BUILDING DEPARTMENT FOR THE SYSTEM THEY INSTALL. ALL PERMITS, PLANS AND FEES SHALL BE SUBMITTED, FOR REVIEW AND z __ - --� -- - ------- ,�, TYPE VB 0 HOURS REO'D 1 HOUR PROVIDED PARTITION KEY TABLE 803.5 INTERIOR WALL&CEILING REQUIREMENTS BY OCCUPANCY Lu I --� Xttrr.^ , ALL IBC-TABLE 601 11 Z APPROVAL, PRIOR TO COMMENCEMENT OF ANY WORK TO THE FIRE MARSHAL OFFICE. ", I _ Q WINDOW OPENING KEY ALL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROPER N.F.P.A. STANDARD. IE RATIN; IBC-TABLE 602 lOS X S30 ASSrMUL'� h OCCUrA;�,., ;BC--:�03, 302.; 41-4? N,. NA GROUP NONsi'Ii,NKLERED _ ^0 FT AND <50 PCOPLr "-- --- 2' -- 'rr' v S IBC-3109 587 NA NA BUILDING SECTION KEY EXfT ENCLOSURES CORRIDORS i` - enclosed spaces AUTOMATIC EMERGENCY LIGHTING SHALL BE INSTALLED IN THE ENTIRE BUILDING TO X AND EXIT ILLUMINATE ALL EXIT ACCESS CORRIDORS, STAIRWAYS, ASSEMBLY SPACES, EXITS AND EXIT z -�-- X�-X" HUNG CEILING HEIGHT Lo85, AREAS IN A-3 SHk1 MIX OCCUPANCY-ACCESJORY PASSAGEWAYS EGRESS PATHWAYS, BO1TH INTERIOR AND EXTERIOR. z 0 NOT BE LESS THAN CLASS B O i IBC-508 I 107 A-3 & S-2 A-3 & S-2 ---- Lo I- I NOIR-SEP. AND SEPERAIFD USES l �O ILLUMINATED EXIT SIGNS, WITH BATTERY BACK-UP SHALL BE INSTALLED OVER ALL EXIT > 2'2 ELECTRICAL N'"PA ,0 IBC-2701.1 567 Reauir•d_ Class C DOORS. w W k.,APLIANCE STATEMENT REQUIRED SEE MEP DOCUMENTS _. CEILING HEIGHT KEY A-3 Actual =Class A Actual'=Class A a' STATEMENT 1 DETAIL NUMBER SIGNAGE KEY Required=class A Required = Class A NO STORAGE OF POOL CHEMICALS SHALL BE PERMITTED WITHIN BUILDING INCLUDING FIRE WALLS INCL. IBC-706 124 NA NA A123 Aat°°' = class A BASEMENT T ( EXT SIGNS IBC-1013.1 272 SEE ARCH PLANS SHEET NUMBER EXT. WALLS) REQUIRED AFS ER THE RECREATION BUILDING IS BUILT AND BEFORE IT IS OPENED, A TEST OF THE AUTOMATIC EMERGENCY LIGHTING SHALL BE TESTED AND WITNESSED BY THE FIRE c FIRE BARRIER DETAILS IBC-707 & 711 127 & 130 FIRESTOP HOLLOW SEE DWGS EGRESS ILLUMINATION IBC-1008 256 REQUIRED SEE MEP DOCUMENTS ELEVATION KEY BREAKLINE REVISION KEY THE FOLLOWING ARE REQUIREMENTS SET FORTH WITHIN CHAPTER 15 OF THE 2015 INTERNATIONAL 8!"'"" CODE: MARSHAL. CONTACT THE FIRE MARSHALS OFFICE. 1.PER TABLE 1505.1,THE MINIMUM ROOF COVERING IS TD BE TYPE VA=CLASS 8 RATED,TYPE X13=CLASS C RATED. VERTICAL SPACES - - 2. PER 1507.2.3,THE ROOF UNDERLAYMENT SHALL CONFORM TO ASTM D 226,TYPE 1, OR ASTM D 4869,TYPE 1. OF FIRE BARRIERS AT �� REQUIRED SEE MEP DOCUMENTS N 3. ONE LAYER OF UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO AND STARTING rROM THE EAVE AND LAPPED 2 INCHES, FASTENED NUMBER OF EXITFS EMERGE. 1 POWER IBC-2702 567 ONLY AS NECESSARY TO HOLD IN PLACE 4.PROVIDE 1 LAYER OF ICE AND WATER BARRIER(40y FELT OR PER REQUIRED BY CODE)EXTENDED FROM THE EAVE To A POINT 24'INSIDE FROM [1006.2] MINIMUM -TWO EXITS REQUIRED PER FLOOR FOR OCCUPANT LOAD (� FLOOR LEVEL 23 THE EXTERIOR LAL UNE, MIN. I-- SHAFT - HC ACCESSIBILITY ICCI A 117.1-09 295 BC-CHAPTER 11 SEE HC DWG. SHEETS, FOR ACCESSIBILITY DETAILS 1 5.ASPHALT SHINGLES SHALL HAVE THE MINIMUM I OF FASTENERS REQUIRED BY THE MANUFACTURER AND BE FASTENED TO SOUDLY SHEATHED DECKS. Z SHAFT ENCLOSURES IBC-713 132 ICC A117.1-09 CHAPTER 10 ALL UNITS TO BE HC ACCESS I X OPENING TYPE 6. FASTENERS ARE TO BE GALVANIZED ROOFING NAILS,MIN. 12 GAGE SHANK WITH A MIN.3/8'DiWETER HEAD. FASTENERS WILL BE LONG ENOUGH TO WIMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED Lu w 1-HR 1-HR A123 PENETRATE INTO THE SHEATHING 3/4-OR THROUGHT THE THICKMNESS OF THE SHEATHING. 2 1� FAIR HOUSING ACT 7.ASPHALT SHINGLES SHOULD HAVE SELF-SEAL STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 3462. ASSEMBLY 2 2 '1 8.ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER SHiNG,.E. I O DOOR OPENING KEY 9. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS REOUIREMENrTS. BASE AND CAP FLASHING SHALL BE OF ,STORM AREA I w EXEMPT BUILDINGS IBC-1103.2 295 NA NA _ _ CORROSION RESISTANT METAL OF MINIMUM NDMINAL 0.019•THICKNESS. / FIRE PARTITIONS IBC-7O8 1020 54, 92, 128+ - 10.Vk EY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTALLATION INSTRUCTIONS PRIOR TO APPLYING SHINGLES. W y 1 HOUR SEE DWIGS ?ARKING IBC-TABLE 1106.1 298 NORTH ARROW it.PROVIDE A DRIP EDGE WITH AN OVERLAP OF Y MINIMUM AT THE EAVES AND GABLES. EAVE DRIP EDGES SHALL EXTEND 1/4'BELOW SHEATHING, PORTABLE FIRE EXTINGUISHERS 1 > U w "TYPE VB" 402.4.2.1, 420.2 278 SEE SITE PLAN SEE SITE PLAN DETAIL/WALL SECTION KEY AND BE MECHANICALLY FASTENED A MAXIMUM OF 12•D.C. () < 12. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, [SECTION 906.1 IRED �' � v o UPPLEMEN SIGNAGE REQ'D SEE SITE PLAN THROUGH MOISTURE-PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPETWALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. SMOKE BARRIERS (1 HR FR) IBC-709 129 PARKING SIGNAGE IBC-1106.8 13. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS,AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN THE FOLLOWING WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: AROUND ROOF OPENINGS.WHERE FLASHING IS OF METAL,THE METAL SWILL BE CORROSION RESISTANT WITH A THICKNESS of NOT LESS THAN 0.019 LOCATIONS. O 4 OPENING PROTECTIVE IBC-716 137 NA NA 91 MCH (.483 MM)(N0. 26 GALVANIZED SHEET). CTI 1. The mechanical systems shall be installed In accordance with the 201 5 IBC & 201 6 NYSBC. 14. DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH THE PLUMBING CODE OF NY STATE REFER TO PLUMBING DRAWNGS. LLJ NOT REO'D IN X L M LAS 15.PER SECTION 1503.41 OF THE 2015 MTERNATIONAL BUILDING CODE, GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS,OF TYPE v 1. IN NEW AND EXISTING GROUP A, B, E, F, H, I M, R-1, R-2, R-4 ANDS p FIRE BLOCKING IBC-718.2 148 BAITS R'JUTE IBC-1104.1 296 SEE SITE PLAN SEE SITE PLAN 2. The plumbing systems shall be installed in accordance with the 2015 IBC & 2016 NYSBC. CONSTRUCT10N,SHALL BE OF NONCOMBUSTIBLE MATERIAL OR A MINIMUM OF SCHEDULE 4J PLAST,c P7L WALLSUNDER 1D' OCCUPANCIES. DRAFT STOPPING IBC-718.3, 718.4 149, 150 ENTRANCE IBC-1105.1 297 34" CLEAR OPENING 34" CLEAR OPENING 3. The electrical systems shall be installed in accordance with the 2015 IBC & 2016 NYSBC. ❑ 2. MINUMUM FLOOR AREA PER EXTINGUISHER - 4,470 SF. O IN ATTIC SPACES AT EVERY PROVIDED 4. All general notes unless otherwise noted on plans or product specifications. _ 3. MAXMIUM TRAVEL DISTANCE TO EXTINGUISHER - 75 FT. � _ 3,000 SF OF SLEEPING & BC-1107.6.2 R-2 300 NA NA 5. All applicable state & local codes, ordinances and regulations if any. U mo ( } ONE FIRE EXTINGUISHER IN RECESSED CABINET SHALL BE PROVIDED AT THE 6. In areas where the drawings do not address methodology, the contractor shat! be bound to perform strict compliance } DWELLING UNITS STORAGE AREA. co DO PLANS INDICATE DETAILS FOR IBC-714 & 715 134-137 NA SEE DWGS with manufacturers specifications and / or recommendations. TWO FIRE EXTINGIUISHERS IN RECESSED CABINETS SHALL BE PROVIDED IN THE z z w COMPLIANCE WITH IBC-714 & 715 AT LEAST 1 ACCESSIBLE PER ICC A117.1-2009 ACCESSIBLE AND TOILET FACILITIES IBC-1109.2 233 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report ASSEMBLY PORTION OF THE BUILDING. z < 238 TOILET/BATHING FACILITY USEABLE BUILDINGS AND FACILITIES WITH THE any and all discrepancies including any dimensional conflicts, immediately to architect for corrective measures prior to CD o o � SMOKE PARTITIONS IBC-710 130 NA PER ACCESSIBLE UNIT NYS NEWLY ADOPTED ACCESSIBILITY SIGN construction. 2017 NYS BSC SUPPLEMENT TO THE NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (PUBLICATION DATE: JULY 2017) � yy RVE 13 SPACE MIN. ROOM DIMENSIONS IBC-1208.1 314 7'-0" MIN WIDTH 7'-0 MIN. PROVIDED 315ITABLE SPACES, MULTI LEVEL BUILDINGS IBC-1104.4 296 NA NA 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 20 6 S 1 P I T o \��R OHF�Gc�G,� MIN. ROOM CIG. HEIGHT IBC-1208.2 OCCUPIABLE SPACES, AND 8'-0" MIN. 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. uj LIMATE ZONE: 4A - NASSAU SUFFO K COUNTIE CLIMATE ZONE: 4A - NASSAU/ SUfFF K UTI CORRIDORS " IBC-APPENDIX E 631 NA NA 10. DISCREPANCIES: The contractor Shall compare and coordinate all drawings; When in the opinion of the contractor, a TABLE C402.2 OPAQUE THERMAL ENVELOPE REQUIREMENTS TABLE C402 4 BUILDING ENVELOPE REQUIREMENTS: FENESTRATION Q SUPPLEMENTAL H C " =R' 14 VENTILATION NAT. OR MECH IBC-1203 311 4% NAT. OR MECHANICAL > 4% (NATURAL / discrepancy exists, the contractor shall promptly report it to the architect for proper adjustment before proceeding with �` . Ise ( ) REQIUREMENTS the work. ROOFS: VERTICAL FENESTRATION - LI-FACTOR: Lu INSULATION ENTIRELY ABOVE DECK: R-25ci FIXED FENESTRATION: 0.38 = 15 LIGHT (NAT. OR MECH.) IBC-1205 313 8% MIN. > 8% IMIN. NATURAL. ELEVATORS IBC-CHAPTER 30 575 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction ATTIC AND OTHER: R-49 OPERABLE FENESTRATION: 0.45 U SEE ELEVATOR CONTR CTOR DOCUMENTS U) 23a 16 # OF EXITS IBC-1006.2.1 253 2 EXIT REQUIRED MIN. OF 2 EXITS PROVIDED shall be of the some character as for similar conditions that are shown or noted elsewhere on the construction document ENTRANCE DOORS: 0.77 SPECIAL OCCUPANCIES IBC-1108 302 NA NA set. WALLS. ABOVE GRADE: SHGC: 0.40 ❑ qTF O F N� SPE 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with WOOD FRAMED AND OTHER: R-19 p p P SKYLIGHTS:: STORIES WITH ONE EXIT IBC-1006.1 255 TABLE 1006.3.2 1 MIN. 1 EXIT PROVIDED 298 SEE SITE PLAN SEE SITE PLAN manufacturer's and supplier's recommended installation procedures. WALLS. BELOW GRADE: LI-FACTOR: 0.50 B NUMBER ( ) PARKING (BFT ACCESS AISLE) IBC TABLE 1106.1 BELOW GRADE WALL: R-13 SHGC: 0.40 PER UNIT 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is PARKING SIGNAGE SIGNAGE REQ'D SEE SITE PLAN therefore not responsible for alny and all conflicts including weatherazation, water proofing and framing with respect to the FLOORS: 201 602 " construction documents. JOISTS/FRAMING: NA SECTION C405 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) LU ROUTE IBC 1104 296 SEE SITE PLAN SEE SITE PLAN Q SHEET NUMBER SLAB ON GRADE FLOORS: ENTRANCE IBC 1105.1 UNHEATED SLABS: R-10 FOR 24" BELOW C405.1 GENERAL (MANDATORY) 297 34" CLEAR OPENING 34" CLEAR OPENING PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER = HEATED SLABS: R-15 FOR 24" BELOW EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST SHALL NOT BE REQUIRED TO COMPLY WITH SECTION C405.2 E103 RAISED E104.1 THRU NA PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, OPAQUE DOORS: THROUGH C405.5 PROVIDED THAT THEY COMPLY WITH SECTION (D SUPPLEMENTAL H/C REQIUREMENTS IBC-APPENDIX E 631 PLATFORMS NA E104.4 NA UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. SWINGING: U-0.61 R404.1 U) G- 100 ROLL-UP OR SLIDING: R-4.75 Lu 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I� I 705.2.3 Combustible projections. Combustible projections extending to within 5 feet (1524 mm) of the line used to determine the 903.2.11.1 Stories without openings. An automatic sprinkler system shall be installed throughout all stories, including basements, of PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: fire separation distance shall be of not less than 1-hour fire resistance rated construction all buildings where the floor area exceeds 1500 square feet and where there is not provided not fewer than one of the 1104.4 Multistory buildings and facilities. At least one accessible route shall connect each accessible story and mezzanine in QJ NYS BSC 2017 UNIFORM CODE SUPPLEMENT (PUBLICATION DATE: JULY 2017) Exception: Type VB construction shall be allowed for combustible projections in Group R-3 and U occupancies with a fire separation following types of exterior wall openings: multilevel buildings and facilities. ;__01 distance greater than or equal to 5 feet 1524 mm . 1. Openings below rade that lead direct) to round level b an exterior stairwell or exterior ram Openings shall be Exceptions: I NYS BSC 2017 SUPPLEMENT TO THE NEIN YORK STATE ENERGY CONSERVATION g q ( ) g Y g Y y PP I 705.3 Buildings on the same lot. For the purposes of determining the required wall and opening protection, projections and located in each 50 linear feet, or fraction thereof, of exterior wall in the star on at least one side. 4. Where a two story building or facility has one story or mezzanine with an occupant load of five or fewer persons roof-covering requirements, buildings on the some lot shall be assumed to have an imaginary line between them. 2. Openings entirely above the adjoining ground level totaling not less than 20 square feet in each 50 linear feet, or that does not contain public use space, that story or mezzanine shall not be required to be connected by an accessible U CONSTRUCTION CODE (PUBLICATION DATE: JULY 2017) 705.5 Fire resistance ratings. Exterior walls shall be fire resistance rated in accordance with Tables 601 and 602 and this fraction thereof, of exterior wall in the story on at least on side. The required openings shall be distributed such that route to the story above or below. V 0- C TING section. The fire resistance rating of exterior walls with a fire separation distance of greater than 10 feet (3048 the lineal distance between adjacent openings does not exceed 50 feet. The height of the bottom of the clear opening 1106.8 Signage. Each accessible parking space shall be provided with signage displaying the International Symbol of Accessibility. ) (D = a, 2016 NYSB (2015 IBC 3RD PRINTING)) on. e reqQ, shall not exceed 44 inches measured from the floor. " " v 1 mm) shall be rated for exposure to fire from the inside. The required fire resistance rating of exterior walls with a fire Each access aisle shall be provided with signage reading NO PARKING ANYTIME . Signs shall be permanently installed at 4� ,J .� � ti 2016 NYSEC (2015 IECC 2ND PRINTING) separation distance of less than or equal to 10 feet (3048 mm) shall be rated for exposure to fire from both sides. 903.2.11.1.1 Opening dimensions and access. Openings shall have a minimum dimension of not less than 30 inches. Openings are to clear height of between 60 inches (1525 mm) and 84 inches (2185mm) above grade and shall not interfere with an NPME4 U .�N- ' 705.6 Structural stability. Exterior walls shall extend to the height required by Section 705.11. Interior structural elements that be unobstructed to allow for fire department access. accessible route from an access aisle. o N . 2016 NYSPC (2015 IPC 3RD PRINTING) brace the exterior wall but that are not located within the plane of the exterior wall shall have a minimum 903.2.11.1.3 Basements. Where any portion of a basement is located more than 75 feet (22 860 mm) from openings required by 1106.1.1 Access aisles. Accessible parking spaces shall be in conformance with ICC A117.1 except that spaces shall be provided -E a z = 2016 NYSMC 2015 IMC 3RD PRINTING fire-resistance rating required in Table 601 for that structural element. Structural elements that brace the exterior wall Section 903.2.11.1, or where walls, partitions or other obstructions are installed that restrict the application of water with access aisles at least 8 feet (2440mm) in width. �0a ( ) but are located outside of the exterior wall or within the plane of the exterior wall shall have the minimum fire resistance from hose streams, the basement shall be equipped throughout with an approved automatic sprinkler system. 1107.2.1 Type B unit doors. Clear width and maneuvering clearances required by Sections 404.2.2 and 404.2.3 of ICC/ANSI A Q o 5 C6 L ° ; 2016 NYSFC (2015 IFC 3RD PRINTING) rating required in Tables 601 and 602 for the exterior wall. 903.2.11.3 Buildings 55 feet or more in height. An automatic sprinkler system shall be installed throughout buildings that have 117.1 shall be provided at the primary entrance door to the dwelling or sleeping unit and all other doors within the U _ � 2016 NYSPMC (2015 IPMC 4TH PRINTING) TABLE 705.8 one or more stories with an occupant load of 30 or more located 55 feet (16 764 mm) or more above the lowest dwelling or sleeping unit meant for human passage. U "' Of C level of fire department vehicle access, measured to the finished floor. Exception: Maneuvering clearances shall not be required at doors of a room containing only a lavatory and a water ASHRAE 90.1 2013 JULY 2014 PRINTING) Fire Maximum area of Exterior Wall Openings based on 903.3.1.2 NFPA 13R Sprinkler Systems. Automatic sprinkler systems in Group R occupancies up to and including four stories in closet, provided the room does not contain the only lavatory or water closet on the accessible level of the unit. P40 ( Separation Distance and Degree of Opening Protection height in buildings not exceeding 60 feet 18 288 mm in height above rade lane shall be permitted to be installed E ICC A117.1 -2009 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES V111TH THE g g g ( ) g g P P 1107.2.2 Type B unit toilet and bathing facilities. At least one toilet and bathing facility in the dwelling or sleeping unit shall be throughout in accordance with NFPA 13R. i Fire Separation Distance Degree of Opening Protection Allowable Area 9 constructed in accordance with the toilet and bathing facilities requirements of Section 1003.11 or ICC/ANSI A117.1 (Type NYs NE LY ADOPTED ACCESSIBILITY SIGN The number of stories of Group R occupancies constructed in accordance with Sections 510.2 and 510.4 shall be A Unit Toilet and Bathing Facilities). 0 to less than 3 (b,c,k) Unprotected, Sprinklered (UP,S) Not Permitted measured from the horizontal assembly creating separate buildings. 1107.6.2.2.1 Type A Units. In Group R-2 occupancies containing more than 20 dwelling units or sleeping units, at least 2 percent but Use and Occupancy Classification YP P P 9 9 P• 9 P Not Permitted 903.3.1.2.1 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of not less than one of the units shall be a Type A unit. All Group R-2 units on a site shall be considered to determine Protected Section 303 ( ) dwelling units and sleeping units where the building is of type V construction, provided there is a roof or deck above. the total number of units and the required number of Type A units. Type A units shall be dispersed among the various Assembly Group A 3 to less than 5 Unprotected, Sprinklered (UP,S) 15% 903.3.1.3 NEPA 13 D Sprinkler system. Automatic sprinkler systems installed in one and two family dwellings; Group R-3, Group classes of units. Bedrooms in monasteries and convents shall be counted as sleeping units for the purposes of 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less P Protected 15% R-4 Condition 1 and townhouses shall be permitted to be installed throughout in accordance with NEPA 13D. determining the number of units. Where the sleeping units are grouped into suites, only one sleeping unit in each suite than 50 persons shall be classified as a Group B occupancy.303.1.2Small assembly spaces. The following rooms and ( ) 903.3.1.1.2 NFPA 13R Sprinkler Systems. Automatic sprinkler systems in Group R occupancies up to and including four stories in shall count towards the number of required Type A units. spaces shall not be classified as Assembly occupancies: 5 to less than 10 (e,f,j) Unprotected, Sprinklered (UP,S) 25% height in buildings not exceeding 60 feet (18 288 mm) in height above grade plane shall be permitted to be installed 1107.7.2 Multistory units. A multistory dwelling unit or sleeping unit that is not provided with elevator service is not required to be 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another Unprotected, Sprinklered UP,S 45% throughout in accordance with NFPA 13R. a Type B Unit. Where a multistory unit is provided with external elevator service to only one floor, the floor provided with occupancy shall be classified as a Group B occupancy or as art of that occupancy. 10 to less than 15 (e,f,g,j) p p ' (UP,S) p y P P Y PThe number of stories of Group R occupancies constructed in accordance with Sections 510.2 and 510.4 shall be elevator service shall be the primary entry to the unit, shall comply with the requirements for Type B unit and, where 2. A room or space used for assembly purposes that is less than 750 square feet (7 m2) in area and accessory to another 15 to less than 20 (f,g,j) Unprotected, NonSprinklered (UP,NS) 25% measured from the horizontal assembly creating separate buildings. -- provided within the unit, a living area, a kitchen and a toilet facility shall be provided on that floor. occupancy shall be classified as a Group B occupancy or as part of that occupancy. Unprotected, Sprinklered (UP,S) 75% 903.3.1.2.1 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of Protected (P) 75% dwelling units and sleeping units where the building is Type V construction, provided there is a roof or deck above. Section 1109 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and 1 903.3.1.3 NFPA 13D Sprinkler System. Automatic sprinkler systems installed in one and two family dwellings; Group R-3, Group Other Features and Facilities other assembly uses not classified elsewhere in Group A including, but not limited to: 20 to less than 25 (f,g,j) Unprotected, Sprinklered (UP,NS) No Limit R-4 Condition 1 and townhouses shall be permitted to be installed throughout in accordance with NFPA 13D. 1109.1 General. Accessible building features and facilities shall be provided in accordance with Sections 1109.2 through 1109.15. co Amusement Arcades, Art Galleries, Bowling Alleys, Community Halls, Indoor swimming pools (without spectator seating), TABLE 906.3 1 Exception: Accessible units, Type A units and Type B units shall comply with Chapter 10 of ICC A117.1. ~ Libraries, Pool and Billiard Parlors. UP, NS = Unprotected openings in buildings not equipped throughout with an automatic sprinkler system in accordance with ( ) P YP YP P Y P Z Fire Extinguishers for Class A Fire Hazards 1109.2.2 Water closet compartment. Where water closet compartments are provided in a toilet room or bathing room, at least 5 w Section 903.3.1.1. 310.4 Residential Group R-2. Residential Group R-2 occupancies containing sleeping units or more than two dwelling units where UP, S = Unprotected openings in buildings equipped throughout with an automatic sprinkler system in accordance with Section percent of the total number of compartments shall be wheelchair accessible. Where the combined total water closet D Light (low) Hazard Occupancy compartments and urinals provided in a toilet room or bathing room is six or more, at least 5 percent of the total U the occupants are primarily permanent in nature, including: 903.3.1.1. number of compartments shall be ambulatory accessible, provided in addition to the wheelchair accessible compartment. O Apartment houses, congregate living facilities (nontransient) with more than 16 occupants, hotels 9notransient), live/work g• The area of openings in an open parking structure with a fire separation distance of 10 feet or greater shall not be Maximum floor area for extinguisher 11,250 square feet 0 1109.2.3 Lavatories. Where lavatories are provided, at least 5 percent, but not less than one, shall be accessible. Where an Ln limited. Maximum distance of travel to extinguisher 75 feet accessible lavatory is located within the accessible water closet compartment at least one additional accessible lavatory units. parking arae and Group R-2 building, see Section 705.3, Exception 2. g y P rY O rn k. For openings between S-2 p g g g p 9. P shall be provided in the multicompartment toilet room outside the water closet compartment. Where the total lavatories H Qj� J Section 322 provided in a toilet room or bathing facility is six or more, at least one lavatory with enhanced reach ranges shall be U Section 706 908.7 Carbon Dioxide (CO2) systems. Emergency alarm systems in accordance with Section 5307.5.2 of the International Fire Z) Code se provided ere required or compliance wInternational Storage Group S Codhall be whired fliith Section 5307.5 of the Inttil Fire Code. provided. Of Fire Walls 1109.3 Sinks. Where sinks are provided, at least 5 percent but not less than one provided in accessible spaces shall be H W anc 311.1 Storage Group S. Storage Group S occupancy includes, among others, the use of a building or structure, or a portion 915.2.1 Dwelling Units. Carbon monoxide detection shall be installed in dwelling units outside of each separate sleeping are in the thereof, for storage that is not classified as a hazardous occupancy. 706.2 Structural stability. Fire walls shall be designed and constructed to allow collapse of the structure on either side without accessible. Z g P Y immediate vicinity of the bedrooms. Where afuel-burning appliance is located within a bedroom or its attached O collapse of the wall under fire conditions. Fire walls designed and constructed in accordance with NFPA 221 shall be 1109.5.1 Minimum number. 311.1.1 Accessory storage spaces. A room or space used for storage purposes that is less than 100 square feet (9.3 m2) in deemed to comply with this section. bathroom, carbon monoxide detection shall be installed within the bedroom. U area and accessory to another occupancy shall be classified as part of that occupancy. The aggregate area of such TABLE 706.4 915.2.2 Sleeping units. Carbon monoxide detection shall be installed in sleeping units. Exceptions: rooms or spaces shall not exceed the allowable area limits of Section 508.2. Fire Wall Fire- Resistive Ratings Exception: Carbon monoxide detection shall be allowed to be installed outside of each separate sleeping area in the w A single drinking fountain with two separate spouts that complies with two requirements for people who use a Elii. • immediate vicinity of the sleeping unit where the sleeping unit or its attached bathroom does not contain a fuel burning wheelchair and standing persons shall be permitted to be substituted for two separate drinking fountains. Section 403 Group Fire-Resistive Rating (hours) appliance and is not served by a forced air furnace. 1207.3 Structure-borne sound. Floor/ceiling assemblies between dwelling units and sleeping units or between a dwelling unit or O .. High-Rise Buildings sleeping unit and a public or service area within the structure shall have an impact insulation class rating of not less w 403.2.1.2 Shaft enclosures. For buildings not greater than 420 feet (128 000 mm) in building height, the required fire-resistance A, e, E, H-4, I, R-1, R-2, U 3a than 50, or not less than 4; if field tested, when tested in accordance with ASTM E492. Section 1006 [� rating of the fire barriers enclosing vertical shafts, other than interior exit stairway and elevator hoistway enclosures, is F-1, H-3B, H-5, M, S-1 3 Number of Exits and Exit Access Doorways C�' permitted to be reduced to 1 hour where automatic sprinklers are installed within the shafts at the top and at alternateSection 1403 r F-t H-1, H-2 4b 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from Performance Requirements � v floor levels. any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the 403.5.1 Remoteness of interior exit stairways. Required interior exit stairways shall be separated by a distance not less than 30 F-2, S-2, R-3, R-4 2 values listed in Table 1006.2.1. 1403.5 Vertical and lateral flame propagation. Exterior walls on building of Type, f, II, II or IV construction that are greater than Z W^ O feet (9144 mm) or not less than one of the length of the maximum overall diagonal dimension of the building or Exceptions: 40 feet (12 192 mm) in height above grade plane and contain a combustible water resistive barrier shall be tested in area to be served, whichever is less. The distance shall be measured in a straight line between the nearest points of the 711.2.4.4 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with accordance with and com I with the acce tance criteria of NFPA285. � Section 420.3 shall be not less than 1 hour fire resistance rated construction. 1. In Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with j enclosure surrounding the interior exit stairways. In buildings with three or more interior exit stairways, no fewer than two 94 X a maximum occupant load of 20 where the dwelling unit is equipped throughout with an automatic sprinkler system in 1404.10 Fiber cement siding. Fiber cement siding shall conform to the requirements of ASTM C1186, Type A (or ISO 8336, f of the interior exit stairways shall comply with this section. Interlocking or scissor stairways shall be counted as one Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than h hour fire resistance rated U y PY 9 accordance with Section 903.3.1.1 or 903.3.1.2 and the common path of egress travel does not exceed 125 feet (38 Category A), and shall be so identified on labeling listing an approved qualiity control agency. (- interior exit stairwa construction in a building of type IIB, (IIB and VB construction, where the building is equipped throughout with an W y automatic sprinkler system in accordance with Section 903.3.1.1. 100 mm). 1507.2.9.3 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of the drip edge Z 403.5.4 Smoke proof enclosures. Every required interior exit stairway serving floors more than 75 feet (22 860 mm) above the TABLE 1006.2.1 shall be lapped a minimum of 2 inches (51 mm). The vertical leg of drip edges shall be a minimum of 1 'h inches (38 O lowest level of fire department vehicle access shall be a smoke proof enclosure in accordance with section 909.20 and 712.1.10 Parking garages. Vertical openings in parking garages for automobile ramps, elevators and duct systems shall comply with Spaces with one exit or exit access doorway mm) in width and shall extend a minimum of '/a inch (6.4 mm) below sheathing. The drip edge shall extend back on U 1023.11. Section 712.1.10.1, 712.1.10.2 or 712.1.10.3 as applicable. r , 712.1.10.1 Automobile ramps. Vertical openings for automobile ramps in open and enclosed parking garages shall be permitted where the roof a minimum of 2 inches (51 mm). Underloyment shall be installed over drip edges along eaves. Drip edges O v Maximum Common Path of Egress Travel Distance feet LL. constructed in accordance with Sections 406.5 and 406.6 respectively. 9 shall be installed over underlayment along rake edges. Drip edges shall be mechanically fastened a maximum of 12 Section 406 inches (305 mm) on center. 0 712.1.10.2 Elevators. Vertical openings for elevator hoistways in open or enclosed parking garages that serve only the parking Occupancy Maximum Occupant Without Sprinkler System (feet) TABLE 1610.1 Motor-Vehicle Related Occupancies garage, and complying with Sections 406.5 and 406.6, respectively, shall be permitted. Load of SP Occupant Load With Sprinkler System (feet) Space Lateral Soil Load 406.3.1 Classification. Private garages and carports shall be classified as Group U occupancies. Each private garage shall be not 12.1.10.3 Duct systems. Vertical openings for mechanical exhaust or supply duct systems in open or enclosed parking garages 1:1greater than 1,000 square feet (93 m2) in area. Multiple private garages are permitted in a building where each private complyingwith Sections 406.5 and 406.6, respectively, shall be permitted to be unenclosed where such ducts stem in OL530 OL>30 Description of Backfill Unified Soil Design Lateral Soil Load garage is separated from the other private garages by 1-hour fire barriers in accordance with Section 7078, or 1-hour P Y contained within and serves only the parking garage. Material Classification (pound per square foot per foot of depth) horizontal assemblies in accordance with Section 711 m, or both. 712.1.13.1 Horizontal fire door assemblies. Horizontal fire door assemblies used to protect openings in fire resistance rated horizontal Ac 49 75 75 75o Active Pressure At Rest Pressure 406.3.2 Clear height. In private garages and carports, the clear height in vehicle and pedestrian traffic areas shall be not less assemblies shall be tested in accordance with NFPA 288, and shall achieve a fire resistance rating not less than the well-graded, clean gravels, than 7 feet (2134 mm). Vehicle and pedestrian areas accommodating van-accessible parking shall comply with Section assembly being penetrated. Horizontal fire door assemblies shall be labeled by an approved agency. The label shall be R-1 10 NP NP 75 GW 30 60 gravel sand mixes. 1106.5. permanently affixed and shall specify the manufacturer, the test standard and the fire resistance rating. 406.3.3 Garage floor surfaces. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for R-2 10 NP NP 125 1104.3 Connected spaces. When a building or portion of a building is required to be accessible, at least one accessible route parking of automobiles or other vehicles shall be sloped to facilitate the movement of (liquids to a drain or toward the Section 713 shall be provided to each portion of the building, to accessible building entrances connecting accessible pedestrian main vehicle entry doorway. R-3 10 NP NP 125 Shaft Enclosures walkways and to the public way. W 406.3.4.1 Dwelling unit separation. The private garage shall be separated from the dwelling unit and it's attic area by means of 713.4 Fire resistance rating. Shaft enclosures shall have afire-resistance rating of not less than 2 hours where connecting Section 1703 9 g S 29 100 75 100 07 gypsum board, not less than 'h inch (12.7 mm) in thickness, applied to the garage side. Garages beneath habitable rooms four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected I I I Approvals 0 shall be separated from all habitable rooms above by not less than a 5/8 inch (15.9 mm) type X gypsum board or by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosure shall have a fire resistance 1703.1 Approved agency. An approved agency shall provide all information as necessary for the building official to determine m equivalent and Y2 inch (12.7 gypsum board applied to structures supporting the separation from habitable rooms above rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the Section 1007 that the agency meets the applicable requirements specified in Sections 1703.1.1 through 1703.1.3. El the garage. Door openings between a private garage and the dwelling unit shall be equipped with either solid wood doors requirements of Section 703.2.1. Exit and Exit Access 1703.1.1 Independence. An approved agency shall be objective, competent and independent from the contractor responsible for the or solid o honeycomb core steel doors not less than 1 3/8 inches (34.9 mm) in thickness, or doors in compliance with 713.7 Openings. Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doorway Configuration work being inspected. The agency shall also disclose to the building official and the registered design professional in Section 716.5.3 with a fire protection rating of not less than 20 minutes. Doors shall be self-closing and self-latching. Doors shall be self or automatic closing by smoke detection in accordance with Section 716.5.9.3. 1007.1.1 Two exits or exit access doorways. There two exits, exit access doorways, exit access stairways or ramps or any responsible charge possible conflicts of interest so that objectivity can be confirmed. 406.4.3 Vehicle barriers. Vehicle barriers not less than 2 feet 9 inches (835 mm) in height shall be placed where the vertical 713 '3.3 Chute access rooms. Access openings for waste or.linen chutes shall be located in rooms or compartments enclosed by combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not 1703.1.2 Equipment. An approved agency shall have adequate equipment to-perform required tests. The equipment shall be I, distance from the floor of a drive lane or parking space to the ground or surface directly below is greater than 1 foot now less than 1 hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in less than one half of the length of the maximum overall diagonal dimension of the building or area to be served periodically calibrated. 6j 1 (305 mm). Vehicle barriers shall comply with the loading requirements of Section 607.8.3. accordance with Section 711, or both. Openings protectives having a fire protection rating of not less than 3/ hour. measured in a straight line between them. Interlocking or scissor stairways shall be counted as one exit stairway. 1703.1.3 Personnel. Ana roved agency shall employ experienced personnel educated in conducting, supervising and evaluating D 4064.4 Ramps. Vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided. Vehicle rams Doors shall be self or automatic closing upon the detection of smoke in accordance with Section 716.5.9.3. PP 9 Y P Y P P 9 p 9 9 F_ p p q p p p 9 P 2. Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or tests and special inspections. Q that are utilized for vertical circulation as well as for parking shall not exceed a slope of 1:15 (6.67 percent). 715.4.2 Exterior curtain wall/vertical fire barrier intersections. Voids crated at the intersection of non-fire resistance rated exterior 903.3.1.2, the separation distance shall be not less than one third of the length of the maximum overall diagonal 1704.2.1 Special inspector qualifications. Prior to the start of the construction, thea proved agencies shallrovide written U) 406.4.5 Floor surface. Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials. curtain wall assemblies and fire barriers shall be filled. An approved material or system shall be used to fill the void and dimension of the area served. documentation to the building official demonstrating the competence and relevant experience or training nof the special H shall be securely installed in or on the intersection for its entire length so as not to dislodge, loosen or otherwise impair 1009.3 Stairways. inspectors who will perform the special inspections and tests during construction. Experience or training shall be Z I Y P P P P 9 P 9 w - , I its ability to accommodate expected building movements and to retard the passage of fire and hot gases. Exceptions: considered relevant where the documented experience or training is related in complexity to the some type of special 2 � I I General Building Heights and Areas P 716.3.1 Fire rated glazing identification. For Fire-rated glazing, the label shall bear the identification required in Tables 716.3 and inspection or testing activities for projects of similar complexity and material qualities. These qualifications are in � o 0 Section 501 2. The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an U , 716.5. "D" indicates that the glazing is permitted to be used in fire door assemblies and that the glazing meets the fire addition to qualifications specified in other sections of this code. General protection requirements of NFPA 252. "H" shall indicate that the lazin meets the hose stream re uirements of NFPA 252. automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. O �I , 1 501.2 Address identification. New and existing buildings shall be provided with approved address identification. The address Pi" shall indicate that the glazing meets the temperature requirementsofSection 716.5.5.1. The placeholder "XXX" in Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system 1 identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address represents the fire rating period, in minutes. installed in accordance with Section 903.3.1.1 or 903.3.1.2. Section 1807 Fou^dation Walls Retaining Walls and Embedded Posts and Poles I identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical 716.3.2 Fire-protection rated glazing identification. For fire protection rated glazing, the label shall bear the following identification 6. Areas of refuge are not required at stairways serving open parking garages. t g i ; I I P required in Tables 716.3 and 716.6: "OH-XXX". "OH" indicates that the glazing meets both the fire protection and the hose 9 q Y p p TABLE 1807.1.6.2 letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches (102 mm) high with a " 8. Areas of refuge are not required at stairways in Group R-2 occupancies.9 g P " Concrete Foundation Walls minimum stroke width of 'h inch (12.7 mm). Where required by the fire code official, address identification shall be stream requirements of NFPA 257 or UL9 and is permitted to be used in fire window openings. The placeholder XXX" 1009.8 Two-way communication. A two-waycommunication system complying with sections 1009.8.1 and 1009.8.2 shall be i ii provided in additional approved locations to facilitate emergency response. Where access is by means of a private road represents the fire rating period, in minutes. provided at the landing serving each elevator or bank of elevators on each accessible floor that, is one or more stories Minimum vertical Reinforcement Bar Size and Spacing (inches) I , and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall above or below the level of exit discharge. Max. 716.5.9.3 Smoke activated doors. Automatic closing doors installed in the following locations shall be automatic closing by the 9 Max. Unbalanced Design lateral soil load (psf per foot of depth) be used to identify the structure. Address identification shall be maintained. actuation of smoke detectors installed in accordance with Section 907.3 or by loss of power to the smoke detector or 1009.8.2 Directions. Directions for the use of the two-way communication system, instructions for summoning assistance via the Wall Backfill 30d 45d 60 I i 1 TABLE 504.3 hold open device. Doors that are automatic losing by smoke detection shall not have more than a 10 second delay before two-way communication system and written identification of the location shall be posted adjacent to the two-way Height Height I ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE the door starts to close after the smoke detector is actuated. communication system. Signage shall comply with the ICC A117.1 requirements for visual characters. (feet) (feet) Minimal Wall Thickness (inches) i 9. Doors installed in waste and linen chutes, discharge openings and access and discharge rooms in accordance with 1 7.5 9.5 11.5 1 7.5 9.5 11.5 1 7.5 9.5 11.5 I OCCUPANCY TYPE OF CONSTRUCTION Section 713.13. Loadingdoors installed in waste and linen chutes shall meet the re uirements of Sections 716.5.9 and Section 1011 8 7 �.� j CLASSIFICATION 716.5.9.1.1. q Stairways ^ , PC PC #6 at 43 PC PC i � i I ' SEE Section 717 1011.2 Width and capacity. The re required capacity if stairways shall be determined as specified in Section 1005.1, but the 9 8 #1 at 4i PC PC #7 at 39 #6 at 39 #4 at 48 I q P Y Y P cn FOOTNOTES TYPE I TYPE II TYPE III TYPE IV TYPE v Ducts and Air Transfer Openings minimum N dth shall be not less than 44 inches (1118 mm). See Section 1009.3 for accessible means of egress z1 10 9d 6 at 22 7 at 37 7 at 47 w R A B A B A B HT A B 717.1.1 Ducts and air transfer openings. Ducts transitioning horizontally between shafts shall not require a shaft enclosure stairwcvs 1 __ # # # 5� 11 S13R 60 60 60 60 60 60 60 60 60 provided that the duct penetration into each associated shaft is protected with dampers complying with this section. Exceptions* c. "PC" means plain c-- ,Sete. 0 ! . j I I S UL 180 85 75 85 75 85 70 60 718.2.2 oncealed wall spaces. Fireblocking shall be provided in concealed spaces of stud walls and partitions, including furred 1. Stairwa,; serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). d. Where unbalanced bn�^k,;11 height exceeds 8 feet and design latera 11 soil loads from Table 1610.1 6 Zj 1 I *h. New Group R occupancies are required to be protected by an automatic sprinkler spaces, and parallel rows of studs or staggered studs, as follows: are used, the requirements for 30 and 45 psf per foot of depth are not applicable (see Section 1610) o �; ' I I j 1011.3 Headroom. Stairways shall have a headroom clearance of not less than 80 inches 2032 mm measured vertical) from a 1 I 1. Vertical) at the ceiling and floor levels. Y ( ) Y TABLE 1807.1.6.3 (1) ° I in accordance with Section 903.2.8. Y g line connecting the edge of the nosings. Such headroom shall be continuous above the stairways to the point where the Plain Masonry Foundation Walls w w j I ; I 2. Horizontally at intervals not exceeding 10 feet (3048 mm). line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained Max a I TABLE 504.3 a,b - continued Minimal Nominal Wall Thickness (inches) 718.4.2 Groups R-1 and R-2. Draftstopping shall be provided in attics, mansards, overhangs or other concealed roof spaces of the full width of the stairway and landing. Max. Unbalanced 11 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE GroupR-2 buildings with three or more dwelling units. Wall Backfill Design lateral soil load (psf per )foot of depth) 9 9 1011.8 Vertical Rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or OCCUPANCY3. In occupancies in Group R-2 that do not exceed four stories above grade plane, the attic space shall be subdivided by landings. Height Height TYPE OF CONSTRUCTION draftsto s into areas not exceeding 3,000 square feet 279 m2 or above ever two dwelling units, whichever is smaller. (feet) (feet) 30f 45 60 CLASSIFICATION P 9 q ( ) Y 9 1013.4 Raised character and braille exit signs. A sign stating EXIT in visual characters, raised characters and braille and SEE 718.4.3 Other groups, Draftstopping shall be installed in attics and concealed roof spaces, such that any horizontal area does not complying wit,t ICC A117.1 shall be provided adjacent to each door to an area of refuge, an exterior area for assisted 8 7 12 Note d FOOTNOTES TYPE I TYPE II TYPE III TYPE IV TYPE V exceed 3,000 square feet (29 1112) rescue, on exit stairway or ramp, an exit passageway and the exit discharge. Exception: Draftsto in is not required in buildings equipped throw throughout with an automatic sprinkler system in accordance with 9 8 12 (solid c) Note d H R-2 A B A B A B HT A B P � PP� 9 q 99 P Y Z w w Section 903.3.1.1. Section 1016 w S13R 4 4 4 4 4 4 4 4 3 d. A design in compliance with Chapter 21 or reinforcement in accordance with Table 1807.1.6.3(2) is required. r^' S UL 12 5 5 5 5 5 4 3 Exit Access 0- � TABLE 1807.1.6.3 (2) rZ *h. New Group R occupancies are required to be protected by an automatic sprinkler Section 803 1016.2 Egress through intervening spaces. Egress through intervening spaces shall comply with this section. 8" Masonry Foundation Walls with Reinforcement where d z 5 inches a,b,c O o 0 m Wall and Ceiling Finishes 1. Exit access through an enclosed elevator lobby is permitted. Access to not less than one of the required exits shall Max. Minimal Nominal Wall Thickness (inches) LU r ) �-� o in accordance with Section 903.2.8. v New Group R occupancies are required to be protected b an automatic sprinkler system in accordance with Section 903.2.8. 803.1.1 Interior wall and ceiling finish materials. be provided without travel through the enclosed elevator lobbies required by Section 3006. Where the path of exit access Max. Unbalanced w w w *h. Ne G o p p q p Y P Y Wall Design lateral soil load (psf per foot of depth) r � � Class C: = Flame spread index 76-200; smoke developed index 0-450. travel passes through an enclosed elevator lobby, the level of protection required for the enclosed elevator lobby is not Backfill 0 V F-4 � o required to be extended to the exit unless direct access to an exit is required by other sections of this code. Height Height Z TYPE IV 602.4.1 Fire retardant treated wood in exterior walls. Fire retardant treated wood framing complying with Section 2303.2 shall be TABLE 803.11 (feet) (feet) 30e 45 60 TABLE 107.2 U) 10--01 5 permitted within exterior wall assemblies with a 2 hour rating or Iess.Fire and Smoke Protection Features (Chapter Interior Wall and Ceiling Finish Requirements by Occupancy Exit Travel Distance 8-0 7-0 #5 at 48 #7 at 48 W ^ 9 1 7)703.7Marking an identification. Where there is an accessible concealed floor, floor ceiling or attic space, fire walls, fire Group Interior Exit Stairways and ramps Corridors and enclosure for 0 H w barriers, fire partitions, smoke barriers and smoke partitions or an other wall required to have protected openings or and Exit Passageways exit access stairways and rams Occuponcy Without Sprinkler System With Sprinkler System 8-8 7-0 #5 at 48 #7 at 48 F-4 " p P Y q PY P penetrations shall be effectively and permanently identified with signs or stenciling in the concealed space. Such (feet) (feet) 1-"� r T � identification shall: R-2 C - C - 9-4 8-0 #6 at 48 #8 at 48 - h-+..� = 1. Be located within 15 feet (4572 mm) of the end of each wall and at intervals not exceeding 30 feet (9144 mm) A, E, F-1, M, R, S-1 200 250 10-0 9-Oc #7 at 48 #9 at 48 � � � measured horizontally along the wall or partition. a m 901.8 Pump and riser room size. Where provided, fire pump rooms and automatic sprinkler system riser rooms shall be B 200 350 TABLE 1807.1.6.3 (3) z 2. Include lettering not less than 3 inches (76 mm) in height with a minimum 3/8 finch (9.5 mm) stroke in a" designed with adequate space for all equipment necessary for the installation, as defined by the manufacturer, with 10" Masonry Foundation Walls with Reinforcement where d >_ 6.75 inches a,b,c Q a c contrasting color incorporating the suggested wording, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS , or other sufficient working room around the stationary e ui ment. Clearances around e ui ment to elements of permanent 1023.10 Elevator lobb identification signs.ns. At landin s in interior exit stairways s where two or more doors lead to the floor level, Z o o u, 9 rY q P equipment P Y 9 9 Y Max. Minimal Nominal Wall Thickness (inches) CD wording. construction, including other installed equipment and appliances, shall be sufficient to allow inspection, service, repair or any door with direct access to an enclosed elevator lobby shall be identified by signage located on the door or directly Max. Unbalanced P g p g q f g Y Signage Wall Design lateral soil load (psf per )foot of depth) replacement without removing such elements of permanent construction or disabling the function of a required fire adjacent to the door statin "Elevator Lobby". Si na e shall be in accordance with Section 1023.9.1, Items 4 5 and 6. Backfill w �,� �T Section 705 resistant rated assembly. Fire pump and automatic sprinkler system riser rooms shall be provided with a door(s) and Height Height ,% \�'� I T Cyd F0 unobstructed passageway large enough to allow removal of the largest piece of equipment. Section 1028 (feet) (feet) 30e 45 60 �0 v �2 �` Exterior Walls 903.12015 IPC Section 903.1. (Roof Extension). Exit Discharge 8-0 7-0 #4 at 58 #6 at 56 . ,,, �j ` -/, * Roof extension. Open vent pipes that extend through a roof shall be terminated not less than 18 inches (458 mm) 028.1 General. Y TABLE 705.2 8-8 7-0 #4 at 56 6 at 56 * I above the roof. Where a roof is to be used for assembly or as a promenade, observation deck, sunbathing deck or Exceptions: # Minimum Distance of Projection p U ' �. l`�`1 p 0 similar purposes, open vent pipes shall terminate not less than 7 feet (2134 mm) above the roof. 1. Not more than 50 percent of the number and minimum width or required capacity of interior exit stairways and 9-4 8-0 #5 at 56 #7 at 56 U) S' r' ` 2381 A Fire Separation Distance 903.2.1.3 Group A-3. An automatic sprinkler system shall be provided for fire areas containing Group A-3 occupancies and ramps is permitted to egress through areas on the level of discharge provided all of the following conditions are met: [Ell ` OF NA (FSD) Minimum Distance From Line Used To Determine FSD intervening floors of the building where one of the following conditions exists: 1.1 Discharge of interior exit stairways and ramps shall be provided with a free and unobstructed path of travel to an TABLE 1807.1.6.3 (4) �_- __ 1. The fire area exceeds 12,000 square feet (1115 m2). exterior exit door and such exit is readily visible and identifiable from the point of termination of the enclosure. 12 Masonry Foundation Walls with Reinforcement where d 2 8.75 inches a,b,c 0 feet to 2 feet Projections not permitted Max. Minimal Nominal Wall Thickness inches OB NUMBER 2. The fire area has an occupant load of 300 or more. (inches) Greater than 2 feet to 3 feet 24 inches Max. Unbalanced The fire area is located on a floor other than a level of exit discharge serving such occupancies. Section 1004 Wall Design lateral soil load (psf per foot of depth) r Backfill O 1602 Greater than 3 feet to less than 30 feet 24 inches plus 8 inches for every foot of FSD beyond 3 feet 903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all Accessible Route Height Height " buildings with a Group R fire area. 1104.1 Site arrival points. At least one accessible route within the site shall be provided from public transportation stops, (feet) (feet) 30e 45 60 W 30 feet or greater 20 feet � SHEET NUMBER 903.2.8.1 Group R-3. An automatic sprinkler system installed in accordance with Section 903.3.1.3 shall be permitted in Group R-3 accessible parking, accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance 8-0 7-0 #4 at 72 #6 at 72 = For SI: foot= 304.8mm; 1 inch= 25.4mm occupancies. served. building is required o 0- Exception: Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are 903.2.11 Specific building areas and hazards. In all occupancies other than Group U, an automatic sprinkler system shall be 1104.3 Connected spaces. When a building or portion of a u g q t be accessible, at least one accessible route g-g 7-0 #4 at 72 #6 at 72 ZG- 101 g installed for buildin desi n or hazards in the location set forth Sections 903.2.11.1 throw h 903.2.11.6. shall be rovided to each ortion of the buildin , to accessible buildin entrances connectin accessible edestrian (D note required to comply with this section for projections between the buildings 9 9 9 P P 9 9 9 P . walkways and to the public way. 9-4 8-0 #5 at 72 #7 at 72 cn w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1� - - I 12. CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS WHERE SHOWN ON THE REFLECTED CEILING PLAN (RCP) AND AS REQUIRED BY 32. PRIOR TO THE START OF WORK, EACH CONTRACTOR SHALL PROVIDE CERTIFICATE OF INSURANCE IN THE AMOUNT TO SATISFY NEW YORK aJ Section 1015 TABLE 1808.8.1 THE BUILDING DEPARTMENT OR NORMAL GOOD PRACTICE TO PROVIDE ACCESS AT ALL TERMINAL BOXES, VOLUME DAMPERS, VALVES, ETC. STATE LAW AND THE PROPERTY OWNER, NAMING THE BUILDING OWNER, THE ARCHITECT AND OTHER PARTIES AS THEY REQUIRE, AS Minimum Specified Compressive Strength f c of Concrete or Grout Guards (ALSO SEE NOTE #8) ADDITIONAL INSURED. E Foundation Element or Condition Specified Compressive Strength, f c 1015.8 Window openings. Windows in Group R-2 & R-3 buildings including dwelling units, where the top of the sill of an U operable window is located less than 36 inches above the finished floor and more than 72 inches above the finished 13. THE ARCHITECT SHALL BE CONSULTED IN ALL CASES WHERE CUTTING INTO AN EXISTING STRUCTURAL PORTION OF ANY BUILDING IS EITHER 33. ELECTRICAL, PLUMBING, HVAC AND OTHER SUBCONTRACT WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO 4--d U P 1. Foundations for Structures assigned to 2500 psi grade or other surface below on the exterior of the building, shall comply with one of the following: EXPEDIENT OR NECESSARY. PRIOR TO PROCEEDING WITH WORK, REINFORCEMENT AND/OR SUPPORT SATISFACTORY TO THE ARCHITECT AND SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGNOFFS. V 11 Seismic Category A, B, C p 1. Operable windows where the top of the sill is located more than 75 feet above the finished grade or other surface STRUCTURAL ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO CUTTING INTO STRUCTURAL PORTIONS OF ANY BUILDING Co 34. THESE DRAWINGS HAVE BEEN PREPARED BY OR AT THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S Q.1 o rn o 2a. Foundation for Group R or U below and aare provewith prevention comply . occupancies of light frame construction, 2. Operable windows where the openings will not allow a 4 inch diameter sphere to pass through the opening when the 14. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL KNOWLEDGE, INFORMATION AND BELIEF MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. =3 - that provided fall tidevices that comlwith ASTM F2006 P BE ACCESSIBLE BY THE HANDICAPPED -BE � U > - ALL NEW WOOD USED FOR THIS PROJECT SHALL FIRE RETARDANT. - 2500 psi two stories or less in height, assigned to window is in it's largest open position. 35. EXCEPT FOR MISCELLANEOUS TRIM AND MOLDINGS, E 2.2': seismic Design Category D, E or F 3. Operable windows where the openings are provided with window fall prevention devices that comply with ASTM F2090. 15. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: 4. Operable windows that are provided with window opening control devices that comply with Section 1015.8.1. 1.A. INTERIOR DOORS - 5LBS 36. THE CONTRACTOR SHALL PROVIDE CONCEALED BLOCKING AND/OR GROUNDS WHERE (REQUIRED BY NEW CONSTRUCTION AND OWNER U E'') -0) i 0-U)*5 - rn Section 1904 1.B. EXTERIOR DOORS - 8.5LBS SUPPLIED FURNISHINGS AND EQUIPMENT (INCLUDING BUT NOT LIMITED TO WALL MOUNTED SHELVING UNITS, KITCHEN CABINETS, COUNTER Q w co Durability Requirements 1.C. FIRE DOORS - 15LBS TOPS, ACCESSORIES, BATHROOM GRAB BARS & APPLIANCES) U _ LO o Section 1030 M co 1904.1 Structural concrete. Structural concrete shall conform to the durability requirements of ACI 318. Emergency Escape and Rescue Openings 16. LEGAL EXITS SHALL NOT BE BLOCKED AT ANYTIME 37. ALL UL ELECTRICAL CERTIFICATES SHALL BE SUBMITTED TO THE VILLAGE OF FARMINGDALE PRIOR TO PROJECT CLOSEOUT AND THE ISSUANCEn Exception: For Group R-2 and R-3 occupancies not more than three stories above grade plane, the specified UNFINISHED BASEMENTS IN R-2 UNITS, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING OF A CERTIFICATE OF OCCUPANCY. P4 compressive strength, f c for concrete in basement walls, foundation walls, exterior walls and other vertical surfaces PER SECTION 1030. (Egress window & window well) 17. UTILITIES (� a 3 000 psi 20.7 MPa . o_ exposed to the weather shall be not less than p ( ) 1.A. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS AND/OR CONNECTIONS, A MINIMUM OF 48 38. WORK ON FIRE ALARM SYSTEMS AND FIRE SPRINKLER SYSTEMS SHALL NOT BEGIN UINTIL APPROVAL IS RECEIVED FROM THE NASSAU 1030 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and HOUR ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE COUNTY FIRE MARSHAL'S OFFICE. rescue opening. DURATION FOR THE WORK NEEDED TO BE PERFORMED, AND SHALL BE APPROVED IN ADVANCE BY THE OWNER. Section 2304 1030.2 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 General Construction Requirements square feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less 1.6. CONTRACTOR SHALL MEASURE & VERIFY LOCATION OF ALL EXISTING OVERHEAD UTILITY LINES IN RELATION TO THE NEW BUILDING 39. ALL APARTMENT UNITS ARE DESIGNATED TYPE "B" UNITS PER 2015 IBC & NYS SUPPLEMENT 2304.10.6 Load Path. Where wall framing members are not continuous from the foundation sill to the roof, the members shall be q g p g STRUCTURE AND ADJACENT VICINITY. MINIMAL DISTANCES FROM BOTH VERTICAL & HORIZONTAL OFFSETS MUST BE MAINTAINED FOR than 20 inches. LOCAL UTILITY REQUIREMENTS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES & COORDINATE WITH UTILITY REPRESENTATIVES IF TABLE R301 .2(2�esign secured to ensure a continuous load path. Where required, sheet metal clamps, ties or clips shall be formed of 1030.3 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height RELOCATION OF EXISTING UTILITY LINES IS REQUIRED.alvanized steel or other a roved corrosion resistant material not less than 0.0329 inch (0.836 mm) base metal of not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well Door And Window Required Loads: g pp All exterior windows and doors shall meet minimum wind pressures thickness. in accordance with Section 1030.5. 18. PRIOR TO BEGINNING MANY WORK, IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT THE REQUIREMENTS OF THIS CONTRACT CONFLICT in pounds per square foot for 30 foot mean roof height, 2304.12.1.2 Wood supported b exterior foundation walls. Wood framing members, including wood sheathing, that are in contact with 1030.5 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection WITH OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS, AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN exposure B, zone 5 (end wall zone) as follows: PP Y THE exterior foundation walls and are less than 8 inches (203 mm) from exposed earth shall be of naturally durable or I and width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue QUESTION, EXCEPT AT HIS OWN RISK, UNTIL THE ARCHITECT HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY preservative-treated wood. opening to be fully opened. k ARCHITECT. 130 MPH ULTIMATE 140 MPH ULTIMATE TABLE 2308.5.1 1030.5.2 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with an approved 19, ANY WORK THAT IS INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED Size, Height and spacing of wood studs permanently affixed ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT OR CONSULTANTS. inside width of not less than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not 10 S.F. +18.2/-19.0 +21 .2/-28.0 Bearing Walls Non Bearing Walls more than 18 inches on center vertically for the full height of the window well. The ladder shall not encroach into the 20. FINISH FLOOR ELEVATIONS ARE AS ESTABLISHED DATUM LINE, UNLESS OTHERWISE NOTED. re uired dimensions of the window well by more than 6 inches. The ladder or steps shall not be obstructed by the 20 S.F. +17.4/-22.0 +20.2/-26.0 Stud Size Laterally Supporting Supporting Supporting Laterally Spacing q50 S.F. +16.3 -20.0 +19.0 -23.0 (inches) unsupported emergency escape and rescue opening. 21. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND SHALL 100 S.F. +15.5/-19.0 +18.0/-22.0 REPLACE AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY CONTRACTOR OR SUBCONTRACTOR PERSONNC0roof and one floor, roof two floors, roof unsupported (inches) EL TO THE SATISFACTION OF stud height ceiling only and ceiling and ceiling stud heightLu (feet) (feet) TABLE 2506.2 THE OWNER AND ARCHITECT. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the Z Gypsum Board and Gypsum Panel Products Materials and Accessories adjustment coefficient in Table R301.2(3). Spacing (inches) 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND COORDINATE ALL INSPECTIONS TO BE COMPLETED. SPECIAL INSPECTIONS Plus signs signify pressures acting toward the building surfaces. Material Standard PER EiCNYS SHALL BE COORDINATED THROUGH THE OWNER AND 3RD PARTY INSPECTOR Minus signs signify pressures acting away from the building surfaces. UO 2 X 4 10 24 16 -- 14 24 16 20 24 Cold formed steel studs and track, structural AISI S200 and ASTM C955, Section 8 23. SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY DIMENSIONS 0 Ln 2 X 6 10 24 24 Cold formed steel studs and track, nonstructural AISI S220 and ASTM C645, Section 10 WITH RESPECTIVE EQUIPMENT MANUFACTURER. TRUSS IDENTIFICATION SIGNrn Section 2406 Elastomeric joint sealants ASTM C920 24. SPECIAL NOTICE TO CONTRACTORS: ALL CONTRACTORS PERFORMING WORK ON THE PREMISES SHALL BE RESPONSIBLE FOR INITIATING, PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS () � 0 Safety Glazing Fiber- reinforced gypsum panels ASTM C1278 MAINTAINING, AND SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE ISOLATION OF WORK TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2406.4.7 Glazing adjacent to the bottom stairway landing. Glazing adjacent to the landing at the bottom of a stairway where the Glass mat gypsum backing panel ASTM C1178 AREAS, AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS AND STAFF OF THE OWNER OR THE CONSTRUCTION AND/OR TIMBER CONSTRUCTION co l W glazingis less than 60 inches 1524 mm above the landing and within a 60 inch (1524 mm) horizontal arc that is ARCHITECT ~ less than 180 degrees 3.14 rad from the bottom tread nosing shall be considered a hazardous location. Glass mat gypsum panel 5 ASTM C1658 6" DIA. Z E--� g ( ) 25. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR REFLECTIVE RED O Exception: Glazing that is protected by a guard complying with Sections 1015 and 1507.8 where the plane of the glass Glass mat gypsum abstract ASTM C1177 THE INSTALLATION OF ALL CASEWORK, TOILET ACCESSORIES AND FOR ALL FLOOR MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL PANTONE (PMS) #187 is greater than 18 inches (457 mm) from the guard. Joint reinforcing tape and compound ASTM C474, C475 EQUIPMENT. 1:1Ham"1 Nails for gypsum board ASTM C514, F547, F1667 26. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE CONNECTIONS WITH THE O Section 2902 Steel screws ASTM C1396 RESPECTIVE UTILITY COMPANIES. N ry - EFLECTIVE P Minimum Plumbing Facilities W 2902.3.6 Prohibited toilet room location. Toilet rooms shall not open directly into a room used for the preparation of food for I Standard specification for gypsum board ASTM C22, C472, C473 27. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE Z WHITE service to public. TABLE 2508.1 WITH THE RESPECTIVE UTILITY COMPANIES. _ 2 2902.6 Small occupancies. Drinking fountains shall not be required for an occupant load of 15 or fewer. Installation of Gypsum Construction � `./ 28. THE CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF WATER, ELECTRICAL, GAS, TELEPHONE, AND N COMPANIES TO VERIFY 1/2„ L-1/4" Section 3005 Material Standard AVAILABLE FACILITIES AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES. w O TRUSS IDENTIFICATION SIGN STROKE Z Machine Rooms Gypsum Board and gypsum panel products GA-216; ASTM C840 29. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND FEES REQUIRED NOT COMPLIANCE WITH 19 NYCRR 1264 O 2902.7 Buildings required to provide alternative potable water access. Buildings five or more stories in height that supply potable Gypsum sheathing and gypsum panel products ASTM C1280 NORMALLY COVERED BY THE BUILDING PERMITS. H water main with the assistance of pumps to dwelling or sleeping units in Groups I-1, I-2, R-1, SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF .A CIRCLE 6" IN U � [ ) water from a public P P Gypsum veneer base ASTM C844 Of v R-2, and R-4 occupancies shall provide emergency water fixtures. These fixtures shall, in an emergency when such 30. SUBSTITUTIONS: DIAMETER, WITH A STROKE WIDTH OF ALL THE SIGN BACKGROUND SHALL O REFIMING E WHITE IN � pumps are inoperable, supply potable water from the public water main to the building using only the available pressure Interior lathing and furring ASTM C841 1.A. REFERENCE TO MAKERS, BRANDS, MODELS, ETC. IS TO ESTABLISH THE TYPE AND QUALITY DESIRED; NO SUBSTITUTION WILL BE COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORIMING TO PANTONE H PERMITTED. MATCHING SYSTEM (PMS) #187. Z in the public water main. Such fixtures shall comply with Sections 2902.7.1 through 902.7.4. Steel framing for gypsum board and gypsum ASTM C754; C1007 1.B. THE ARCHITECT, ACTING AS THE OWNERS DESIGNATED AGENT FOR THE DESIGN DECISIONS OF THIS PROJECT, WILL EXERCISE SOLE O Exception: Buildings where the pumps used to supply the potable water are connected to an emergency or a standby board and gypsum panel products THE SIN 1OR S SIGN OR SYMBOL p g p p AUTHORITY FOR DETERMINING CONFORMANCE OF MATERIALS, EQUIPMENT AND SYSTEMS WITH THE INTENT OF THE DESIGN. U power system that complies with the requirements of Chapter 27 of the IBC. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED � an emergency source of potable water in accordance with this TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER, THAT: IS AFFIXING THE SIGN OR O U 2902.7.1 Emergency water fixtures. Fixtures capable of supplying g y p 31. SHOP DRAWINGS: SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC (BOX, OR IF THE UTILITY U_ Section shall consist of either a faucet or a fixture suitable for supplying drinking water for human ingestion. TABLE 2508.5 1.A. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT AND MATERIALS WHICH MUST INTERFACE AND COORDINATE WITH OTHERS, PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL H 2902.7.2 Number of emergency water fixtures required. One such fixture shall be provided for each 100 occupants as determined Shear Capacity for Horizontal Wood- Frame Gypsum Board Diaphragm Ceiling Assemblies WHETHER DETAILED OR NOT. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR O by the occupant load of the building. Thickness of Material Spacing of Framing Shear Value 1.B. SHOP DRAWINGS SHALL BE SUBMITTED IN A MINIMUM OF (3) THREE COPIES, BROCHURES IN NOT LESS THAN 6 COPIES. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE Z Material Minimum Fastener Size SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 2902.7.3 Access to Emergency Water Fixtures. (Minimum) (inches) Members (inches) (PLF of ceiling) 1. Fixtures shall be located indoors, in one or more common areas of the building, and shall not be located in a 32. TEMPORARY FACILITIES: OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. 5d cooler or wallboard nail; bathroom or toilet room. 1.A. THE CONTRACTOR SHALL PROVIDE A STAGING AND MATERIAL STORAGE AREA ADJACENT TO THE AREA OF CONSTRUCTION. LOCATION Gypsum Board or 1/2 16 o.c. 90 1-5/8 inch long; 0.086 inch shank; SHALL BE COORDINATED WITH THE OWNER. WOOD ROOF TRUSS SPECIFICATIONS: 2. At least 5 percent but not less than one emergency Water Fixture shall be accessible and one an accessible route. Gypsum Panel Product / 1.B. THE CONTRACTOR SHALL MAKE NECESSARY CONNECTIONS TO EXISTING UTILITIES FOR TEMPORARY POWER AND WATER SUPPLIES, AND f supplyingan emer enc source of potable water in accordance with this section shall be 15/64 inch head (c) SHALL COORDINATE SUCH USE WITH THE OWNER PRIOR TO CONNECTION. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE 902.7.4 Signage. Fixtures capable o emergency identified by a legible sign stating: "EMERGENCY DRINKING WATER". Signs shall be readily visible and located near such 1.C. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO SEPARATE CONSTRUCTION AREAS FOR PUBLIC SAFETY AROUND THE INTERNATIONAL BUILDING CODE. ' fixtures and on the door to an room or closet in which such a fixture is located. 5d cooler or wallboard nail; ENTIRE PERIMETER OF THE CONSTRUCTION AREA. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. y Gypsum Board or 1/2 24 o.c. 70 1-5/8 inch long; 0.086 inch shank; 3005.4 Machine rooms, control rooms, machinery spaces, and control spaces. Elevator machine rooms, control room, control Gypsum Panel Product 15/64 inch head (c) 33. THE CONTRACTOR SHALL PROVIDE A BLANKET (1) ONE YEAR GUARANTEE FOR THE CONTRACT PROJECT WITH SEPARATE GUARANTEES AS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: spaces and machinery spaces outside of but attached to a hoistway that have openings into the hoistway shall be enclosed with fire barriers constructed in accordance with section 707 or horizontal assemblies constructed in accordance SPECIFIED FOR TRADES/EQUIPMENT ITEMS WITH NAMES OF LOCAL REPRESENTATIVES TO BE CONTACTED FOR SERVICE. PROVIDE OPERATING D (EQUATION 16-8 Gypsum Panel Product MAINTENANCE BROCHURES, AND GUARANTEES AS REQUIRED. D + L (EQUATION 16-9) co with Section 711, or both. The fire resistance rating shall be not less than the required rating of the hoistway D + S (EQUATION 16-10) enclosure served by the machinery. Openings in the fire barriers shall be protected with assemblies having a fire D + .6W (EQUATION 16-12) � protection rating not less than that required for the hoistway enclosure doors. 1. STATE OF NEW YORK MULTIPLE DWELLING LAW REFERENCES: 34. THE CONTRACTOR SHALL PROVIDE (1) ONE COMPLETE SET OF AS-BUILT AUTOCAD DRAWINGS INDICATING ALL DISCREPANCIES, CHANGES, ETC. m Exceptions: 1.A. CLASSIFICATION OF BUILDINGS: FIREPROOF MULTIPLE DWELLING AND ACTUAL LOCATIONS OF CONCEALED WORK TO THE ARCHITECT AT THE COMPLETION OF WORK PRIOR TO FINAL PAYMENT. ALL CHANGED D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) - p 1.B. APPLICABLE ARTICLES OF THE MULTIPLE DWELLING LAW: MUST BE DRAFTED IN AUTOCAD. ❑ 1. For other than fire service access elevators and occupant evacuation elevators, where machine rooms, machinery 1.B.1. ARTICLE I: INTRODUCTORY PROVISIONS D DEAD LOAD, L LIVE LOAD, S SNOW LOAD, W LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE space, control rooms and control spaces do not abut and have no openings to the hoistways enclosure they serve, the 1.B.2. ARTICLE II: MISCELLANEOUS APPLICATION PROVISIONS 1. DRAWINGS OF THE EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE P fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 1.B.3. ARTICLE III: MULTIPLE DWELLINGS, GENERAL PROVISIONS ARCHITECT MAKES NO WARRANTY EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION CATEGORY B. 711, or both, shall be permitted to be reduced to a 1 hour fire resistance rating. 1.B.4. ARTICLE IV: FIREPROOF MULTIPLE DWELLINGS RECORDED. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES FOR ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: l' _ CLARIFICATION PRIOR TO PROCEEDING WITH WORK. cn Section 511 2. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, INCLUDING BUT TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY NOT LIMITED TO N.Y.S DEPT. OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND 2. INSTALLATION OF THE FIRE-ALARM SYSTEM AND AUTOMATIC FIRE SPRINKLER SYSTEM SHALL NOT BEGIN UNTIL DETAILED PLANS, ASCE7-10 TCDL = 15 PSF, BOLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED < Emergency Vehicle Access UTILITY CODES, NEPA, OSHA CODES AND BUILDING CODE OF NEW YORK STATE, LATEST EDITIONS. SPECIFICATIONS, AND ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND SIGNED BY THE MECHANICAL/ELECTRICAL ENGINEER IN CHARGE ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1.1 Emergency access driveways. Emergency vehicle access for one or two Group R-3511.2Driveways. Driveways shall be OF DESIGN AND THE SIGNATURE OF THE PROFESSIONAL ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITIES COVERING THE WORK � 51 g y Y 9 provided when an exit door required by the 2015 IRC Section R311.2 is located more than 300 feet. 3. DRAWINGS: TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Z � p SHOWN ON A PARTICULAR PLAN OR SPECIFICATION. I I 3.A. THE DRAWINGS ARE PART OF THE COMPLETE CONTRACT DOCUMENTS AND WORK INDICATED ON THE DRAWINGS SHALL BE SUBJECT TO TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN W w 7 I Section 915.3 THE ENTIRE CONTRACT DOCUMENTS. DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS, WHETHER OR NOT ATTACHED 3. CEILING SYSTEMS SHALL PROVIDE FOR LIGHTING FIXTURES AND A/C DIFFUSERS. INDEPENDENT FRAMING AND ATTACHMENTS TO THE HERETO, ARE COMPLEMENTARY AND THE REQUIREMENTS OF ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IT IS ESSENTIAL TO STRUCTURE SHALL BE ADEQUATE TO SUPPORT THE CEILING SYSTEM WHERE DUCTWORK INTERFERES WITH NORMAL SUSPENSION. ATTACHMENT DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: U o Carbon Monoxide Detection in Commercial Buildings THE PROPER EXECUTION OF THE WORK THAT COORDINATION BETWEEN THE VARIOUS CONTRACT DOCUMENTS BE PROPERLY AND o " OF HANGERS OR FRAMING TO DUCTWORK IS PROHIBITED. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING The term detection zone means a story of a commercial building. However: CONSISTENTLY MADE. 2. LOCATION OF ALL JOINTS. O are used to serve WORK IN DIAGRAMMATIC FORM SUCH INDICATIONS SHALL BE SUBJECT TO DRAWN AND/OR WRITTEN 4. DOOR OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE CENTERED IN WALLS AS SHOWN, OR LOCATED 4" FROM FINISH WALL TO FINISH 3. REQUIRED BEARING WIDTHS. I I (i) if a story is arranged so that two or more separate carbon monoxide producing HVAC systems 3.B. WHERE DRAWINGS INDICATE THE separate portions of the story, each such portion of the story shall be deemed to be separate detections zone; DETAIL OR DIMENSIONAL INFORMATION PROVIDED ELSEWHERE. JAMB, UNLESS OTHERWISE NOTED. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. (iii) if a portion of a story is used as a garage, the portion used as a garage shall not be deemed to be a detection 3.C. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT AND LOCATION OF PIPING, FIXTURES, OUTLETS, ETC. IN DIAGRAMMATIC FORM. 4.2. TOP CHORD DEAD LOAD. I MAKE NECESSARY MODIFICATIONS IN THE LAYOUT WORK THAT MAY BE NECESSARY TO SUIT ACTUAL FIELD CONDITIONS. NOTIFY THE 5. REFER TO THE DOOR SCHEDULE, DETAILS, AND SPECIFICATIONS FOR DOOR, DOOR FRAME, AND DOOR HARDWARE REQUIREMENTS. 4.3. BOTTOM CHORD LIVE LOAD. zone and the portion not used as a garage shall be deemed to be a detection zone 4.4. BOTTOM CHORD DEAD LOAD. ARCHITECT PRIOR TO SUCH MODIFICATIONS. c Commercial buildings required to have carbon monoxide detection. 3.D. LAYOUT & VERIFY CONDITIONS SO THAT WORK WILL AGREE WITH THE LINES, LEVELS, & DIMENSIONS INDICATED ON THE DRAWINGS. 6. ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ) (i) contains any carbon monoxide source (including, but not limited to, any garage or any other motor vehicle related NOTIFY THE ARCHITECT, REQUEST INSTRUCTIONS, IF THERE IS ANY DISCREPANCY BETWEEN THE DRAWINGS & CONDITIONS ENCOUNTERED 4.6. CONTROLLING WIND LOADS. 7. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SOUND RATED WALLS SHALL BE SEPARATED HORIZONTALLY BY A MINIMUM OF 24". 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. I I IN THE FIELD. 6. EACH REACTION FORCE AND DIRECTION. 1 occupancy); ii is attached to a garage; and/or 3.E. STRUCTURAL DIMENSIONS ARE TO FACE OF STUD. WHERE DIMENSIONS ARE MARKED WITH A (+/-) SIGN, SUCH DIMENSIONS ARE BACKS AND SIDES OF BOXES TO BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED WITH 2" MINERAL FIBER INSULATION. O 9 9 GENERALLY FOR CONVENIENCE, AND SHALL BE SUBORDINATE TO THE OTHER WRITTEN DIMENSIONS OR CONDITIONS. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR , (iii) is attached to an other motor vehicle related occupancy 3.F. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER g ALL RIGID CONDUITS, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE EXCEPT WHERE SYMMETRICALLY O Y LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. I m Interconnection in "mixed used buildings". In the case of a new "mixed use building" (as defined in subdivision (1) of SMALLER SCALED DRAWINGS BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR 1/4" MINIMUM THICKNESS APPROVED RESILIENT MATERIALS. ( ) 3.(. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL NOTIFY THE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. carbon monoxide detection required b this Section 915.3 shall be interconnected with the VERIFIED BY CONTRACTORS AND COORDINATED WITH 9. CONNECTION REQUIREMENTS FOR TRI!>S TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. I i I this Section 915.3), the c q Y ARCHITECT FOR CLARIFICATIONS IF NECESSARY. ALL DIMENSIONS SHALL BE FIELD carbon monoxide detection required by Section 915.2 of the 2015 IFC as amended by this supplement, as applicable. ALL WORK OF ALL TRADES. IF THERE ARE ANY DISCREPANCIES FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR g APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND ALL 10. DEFLECTION RATIO FOR LIVE AND T(,-,AL LOAD. CLARIFICATION BEFORE THE COMMENCEMENT OR BEFORE THE CONTINUATION OF WORK SEPARATION WALLS. 11. MAXIMUM AXIAL COMPRESSION FORUMS IN THE TRUSS MEMBERS. co, Section 303 3.H. CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH 10. GLASS DOORS, ADJACENT PANELS, AND ALL GLAZED OPENINGS WITHIN 18 INCHES OF ADJACENT FLOOR SHALL BE GLASS APPROVED FOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. WI Assembly Group A DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, BEFORE BEGINNING CONSTRUCTION, AND DURING CONSTRUCTION. IF ANY IMPACT HAZARD. OI Asse y p WOOD FLOOR TRUSS SPECIFICATIONS: �'� 303.3 306.2 Commercial Kitchens. Commercial kitchen classification determined by dining classification. DISCREPANCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED, IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING WOOD FLOOR TRUSSES SHALL BE DESIG",'ED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF 0 ol'I WITH WORK. 11. GLAZING IN EXTERIOR DOORS OR WITHIN 40 INCHES OF ANY LOCKING MECHANISM SHALL BE TEMPERED OR BURGLAR-RESISTANT. Group A-2= 50 or more dining. 2 means of egress from kitchen. THE INTERNATIONAL BUILDING CODE. Z 4. CONTRACTOR RESPONSIBILITIES: 12. FIRE-RATED PARTITION WALLS AND FIRE-RATED OCCUPANCY SEPARATION WALLS SHALL EXTEND FROM CONCRETE FLOOR SLABS TO o of Group B = 49 or less dining. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: w LU 4.A. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR THE SELECTION AND SUPERVISION OF THE APPROPRIATE, SAFE, AND LAWFUL UNDERSIDE OF STRUCTURE ABOVE. ALL OPENINGS SHALL BE PROTECTED AS FOLLOWING: MEANS AND METHODS OF CONSTRUCTION AND CONSTRUCTION OPERATIONS, AND SHALL ENSURE THAT ALL CONSTRUCTION PERSONNEL D (EQUATION 16-8) 12.A. ONE HOUR WALLS: LABELED CLASS 'C' FIRE DOOR, AND FRAME ASSEMBLY AND HARDWARE. � Section 703 ARE FULLY COGNIZANT OF THEIR RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS AND ANY OTHER APPLICABLE REQUIREMENTS. D + L (EQUATION 16-9) � Fire- Resistance Ratings and Fire Tests 4.B. PROVIDE A FULL TIME, COMPETENT, SUPERINTENDENT AT THE SITE. 12.B. TWO HOUR WALLS: LABELED CLASS B FIRE DOOR, AND FRAME ASSEMBLY AND HARDWARE. o 703.7 Markin and identification. Where there is an accessible concealed floor, floor-ceiling,, or attic space, fire walls, fire 4.C. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SAFETY PROCEDURES. WORK AND ALL 12.C. THREE HOUR WALLS: LABELED CLASS 'A' FIRE DOOR, AND FRAME ASSEMBLY AND HARDWARE. D = DEAD LOAD, L = LIVE LOAD, 2 Marking CONSTRUCTION OPERATIONS SHALL BE PERFORMED WITH STRICT ADHERENCE TO MANDATED SAFETY PROCEDURES, AND IN STRICT barriers, fire partitions, smoke barriers, and smoke partitions or any other wall required to have protected openings or N s or stenciling in the concealed space. Such CONFORMANCE WITH GOVERNMENTAL STANDARDS, AND BUILDING REGULATIONS. 13. ALL PIPES, DUCTS, AND BUSS DUCTS WHICH PENETRATE THE FLOOR CONSTRUCTION SHALL BE INSTALLED SO AS TO MAINTAIN THE FIRE FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: penetrations shall be effectively and permanently identified with sign 9 4.D. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST RESISTIVE RATING AND STRUCTURAL INTEGRITY OF THE BUILDING TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF identification shall: DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 1. Be located within 15 feet of the end of each wall and at intervals not exceeding 30 feet measured horizontally along 4.E. EACH SUBCONTRACTOR SHALL LAY OUT THEIR OWN WORK, & COORDINATE W/ OTHER TRADES. 14. ALL PENETRATIONS 1iHRU FIRE RATED WALLS AND CEILINGS SHALL BE INSTALLED WITH FIRE DAMPERS, FIRE SEAL, ETC. SO AS TO MAINTAIN the wall or partition. THE FIRE RESISTIVE RATING AND STRUCTURAL INTEGRITY OF THE WALL OR CEILING ASSEMBLY. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Z w w 2. Include lettering not less than 3" in height with a minimum 3/8 inch stroke in a contrasting color incorporating the 5. SITE PROTECTION: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 2 I--I �"{ suggested wording, "FIRE AND/OR SMOKE BARRIER- PROTECT ALL OPENINGS", or other wording. S.A. PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS CONDITIONS 15. EACH CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, SECURE AND PAY FOR THE REQUIRED DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 0 ED O O REQUIRE. CONSTRUCTION PERMITS, FEES, AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK FOR EACH CONTRACT. 1. DEPTH, SPAN, AND SPACING. r Section 705 5.B. PROVIDE, MAINTAIN, AND PAY FOR TEMPORARY SERVICES NECESSARY TO PERFORM THE WORK. WHERE EXISTING FACILITIES ARE 2. LOCATION OF ALL JOINTS. UJ U � o Exterior Walls AVAILABLE FOR USE, THEY MAY BE UTILIZED SUBJECT TO CONTRACTOR BEING RESPONSIBLE FOR PROPER MAINTENANCE AND CARE. 16. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE 3. REQUIRED BEARING WIDTHS. r F� 5.C. PERFORM DRILLING AND CUTTING NECESSARY FOR THE WORK. AFTER INSTALLATION WORK IS COMPLETED, PATCH ANY DISTURBED WORK/PROJECT. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 0 V 1-;9 w ~ 705.5 Fire Resistance Ratings. The required fire-resistance rating of exterior walls with a hire separation distance of greater ADJACENT CONSTRUCTION IN A NEAT AND SATISFACTORY MANNER, IN CONFORMANCE WITH APPLICABLE PROVISIONS OF THE CONTRACT 4.2. TOP CHORD DEAD LOAD. V o n 10 feet shall be rated for exposure to fire from the inside. The required fire resistance ratingof exterior walls with 17. TO THE BEST OF THE UNDERSIGNED ARCHITECT'S KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THE DRAWINGS AND SPECIFICATIONS 4.3. BOTTOM CHORD LIVE LOAD. (D than p DOCUMENTS. � 4 distance of less than or equal to 10 feet shall be rated for exposure to fire from both sides. 5.D. ANY WORK DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE PROPERLY REPAIRED. HOLES & DEPRESSIONS WHICH COMPRISE THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE IN COMPLIANCE WITH THE LATEST EDITION OF THE NEW YORK 4.4. BOTTOM CHORD DEAD LOAD. � !� a fire separationq FOR PIPING, HARDWARE OR OTHER SUCH ITEMS WHICH ARE REMOVED DURING THE COURSE OF WORK SHALL BE PATCHED & FILLED STATE ENERGY CONSERVATION CODE. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. W w . SMOOTH. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. `D Section 714 5.E. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED, AND PROTECTED UNTIL READY FOR REMOVAL FROM THE SITE OR 18. EACH CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER 6. EACH REACTION FORCE AND DIRECTION. El 111--I Penetrations FOR REINSTALLATION, AT WHICH TIME THESE SHALL BE CAREFULLY RE-INSTALLED. PROPERLY WITH ADJACENT CONSTRUCTION WITHOUT COMPROMISING THE QUALITY OF THE WORK 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THIE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 111--I 714.4.4 Penetrations in smoke barriers. Penetrations in smoke barriers shall be protected by on ,approved through penetration fire 5.F. DEMOLISHED ITEMS SHALL BE PROMPTLY REMOVED, AND-THE PREMISES KEPT "BROOM CLEAN." - EXCEPT WHERE SYMMETRICALLY - = w 9 g 5.G. PROPERLY DISCONNECT, REMOVE AND LEGALLY DISPOSE OF EXISTING CONSTRUCTION BEING ABANDONED OR NO LONGER USED OR 19. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL NEW ITEM(S) AND/OR SYSTEM(S). LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. stop system installed and tested in accordance with the requirements of the UL 1479 for air leakage. The L rutin of the system measured to 0.30 inch of water in both ambient temperature and elevated temperature tests shall not NEEDED IN THE WORK, UNLESS OTHERWISE NOTED. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. REMOVAL WORK SHALL BE PERFORMED TO NEAT LINES, AND SO AS TO MINIMIZE DAMAGE TO EXISTING PORTIONS OF THE WORK WHICH 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPL . z m 5.H. exceed: 20. THE TERM "FINISH FLOOR" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. ICESZ 6i 1. 5.0 cfm per square foot of penetration opening for each through penetration firestop system or ARE TO REMAIN. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. X< < p 21. THE GENERAL CONSTRUCTION CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, AND SHALL HAVE SOLE 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. o o 0 2. A total cumulative leakage of 50 cfm of and 100 square feet of wall area, or floor area. 6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS (INCLUDING BUT RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AND 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. NOT LIMITED T0: STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSULATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES, WET MOPPED DAILY AT THE END OF EACH WORKING DAY. W 11 ARC Section 903 SYSTEMS, & ANY OTHER SPECIAL STRUCTURAL SUPPORTS REQUIRED) & SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING !� �S'/�, CEILINGS , ASSEMBLY DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL y ' c� RT Cy F Automatic Sprinkler Systems THE FINISHED FLOOR INDICATED IN THE CONSTRUCTION DRAWINGS & THE FINISH SCHEDULE ON A-651. (CEILING 22. UNLESS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS, EACH CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE P Y CEILING HEIGHT ABOVE AND DISPOSE OF DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM ALL CONSTRUCTION OPERATIONS. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING O .1 Ft,� �� 903.2.11.1.3 Sprinkler protection for basements. Where any portion of a basement is located more than 75 feet from openings HEIGHT DIMENSIONS ARE TO THE FINISH SURFACE OF CLG) MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: `, �_i_Z1 required b Section 903.2.11.1, or where walls, partitions or other obstructions are installed that restrict the application q y 23. ALL ELECTRICAL INDICATIONS ON ARCHITECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. a =R� -< of water from hose streams, the basement shall be equipped with an approved automatic sprinkler system. 7. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR chutes and in their terminal rooms. MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT, WHETHER OR NOT INDICATED ON THE CONSTRUCTION DRAWINGS. CONTRACTOR MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. ,, \ ty , 903.2.11.2 An automatic sprinkler system shall be installed at the top of rubbish and linen ch 24. THE ELECTRICAL CONTRACTOR SHALL BE A LICENSED FIRE ALARM SYSTEM INSTALLER. TYPICAL ROOF & FLOOR TRUSS NOTES: " � , . Chutes to have additional sprinkler heads installed at alternative floors and at the lowest intake. SHALL COORDINATE SIZE, LOCATION, AND TYPE OF ACCESS PANEL WITH OTHER CONTRACTORS' WORK AND RECEIVE APPROVAL FROM THE ARCHITECT. ACCESS PANELS SHALL BE SPECIFIED. NO ACCESS PANEL SHALL BE LOCATED, FRAMED, OR INSTALLED WITHOUT THE APPROVAL 25. ALL NEW ELECTRICAL WORK SHALL BE FIRE UNDERWRITER'S INSPECTED & APPROVED. * tP .I 13$10 �� OF THE ARCHITECT. TRUSSES SHALL BE DESIGNED IN ACCORDANCE COMPLYCWT H ANSI/TPI 1.ENGINEERING PRACTICE. DESIGN DRAWINGS MANUFACTURE BE U PREPARED AND STAMPED BY ❑ ;`f��,,� TABLE 1006.3.1 26. ALL CONTRACTORS SHALL COORDINATE ALL AREAS OF WORK WITH ALL OTHER CONTRACTORS INVOLVED WITH THE PROJECT. METAL-PLATE-CONNECTED WOOD TRUSSES S / Minimum Number of Exits or Access to Exists Per Story 8. DIMENSIONS SHOWN ON FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS ARE TO FACE OF STUD, MASONRY, OR CONCRETE, UNLESS * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. - OTHERWISE NOTED. * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID OB NUMBER Occupant Load Minimum Number of Exits or 27. ADDITIONAL NOTES (WHICH ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONSTRUCTION DOCUMENTS. FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 9. ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILINGS SHALL BE PROVIDED WITH NECESSARY FRAMES AND BRACING AROUND THE AND CEILING PENE=TRATIONS MADE BY EACH TRADE. NEW FIRE STOPPING SHALL MEET * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 2 O Z 6 O Per Story Access to Exits from Story 28. FIRE STOPPING IS REQUIRED AT ALL WALL, FLOOR OPENING AND SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE-RATED THE REQUIRED FIRE RATING OF THE NEW CONSTRUCTION, AS NOTED ON SHEET G-106 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN W 1-500 2 PENETRATIONS DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS Q SHEET NUMBER 501-1000 3 10. ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL CONSTRUCTION DRAWINGS. IT SHALL BE THE CONTRACTORS 29• WHERE THE TERM CONTRACTOR IS USED, IT SHALL REFER TO THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE Z: CONNECTED WOOD TRUSSES. 0- More than 1000 4 RESPONSIBILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE CONSULTANT'S WORK AND 30. coTHE HARDWARE SHOWN ON ELEVATIONS IS FOR GRAPHIC PURPOSES ONLY. REFER TO THE FINISH HARDWARE SCHEDULE ON SHEET A-612 * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK REGISTERED DESIGN PROFESSIONAL. OG- 102 SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE OWNER, ARCHITECT, OR HIS 31. ALL PERMITS ISSUED SHALL BE POSTED IN A CONSPICUOUS PLACE OPEN TO THE PUBLIC INSPECTION UNTIL, THE COMPLETION OF THE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS W CONSULTANTS. WORK, OF THE USE AND THE OPERATION OF THE EQUIPMENT, OR UNTIL THE EXPIRATION OF THE PERMIT. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED - 11 I STRUCTURAL NOTES 7. CONCRETE SPECIFICATIONS 00 A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE TO: ACI 301, ACI 318 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE 3. GENERAL & ACI 302 LATEST EDDITIONS. � U FIRESTOPS LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE IBC: B. ALL CONCRETE TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318 LATEST V ROOF: A. THE STRUCTURAL INTEGRITY OF THE BUILDING IS DEPENDENT UPON EDITION "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." Q,� PART 1 - GENERAL GROUND SNOW LOAD 20 PSF COMPLETION ACCORDING TO THE PLANS AND SPECIFICATIONS. THE C. ALL CONCRETE TO BE NORMAL WEIGHT STONE CONCRETE WITH A 3/4" MAXIMUM C 1.01 WORK INCLUDED FLAT ROOF SNOW LOAD 20 PSF STRUCTURAL ENGINEER ASSUME NO LIABILITY FOR THE STRUCTURE DURING AGGREGATE CONFORMING TO ASTM C33. >o A. The Work of this Section includes all labor, materials, equipment and services SNOW EXPOSURE FACTOR 1.0 CONSTRUCTION. THE METHOD OF CONSTRUCTION AND SEQUENCE OF D. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI •"= �N } THERMAL FACTOR 1.0 'F z _ necessary to complete the installation of firestops and smokeseals through fire OPERATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE co U 2, '0'0 SNOW LOAD IMPORTANCE FACTOR 1.0 AT AGE 28 DAYS UNLESS NOTED OTHERWISE AND SHALL BE IN ACCORDANCE L Q�._ rated assemblies as shown on the drawings and/or as specified herein, DRIFT SURCHARGE LOADS CONTRACTOR SHALL SUPPLY ANY NECESSARY BRACING, GUYS, ETC. TO WITH SECTION 1904.0 " DURABILITY REQUIREMENTS" AND TABLE 1904.2.2(2) Q o C including, but not limited to, the following: FLOORS: PROPERLY BRACE THE STRUCTURE AGAINST WIND, DEAD AND LIVE LOADS OF BUILDING CODE OF NEW YORK STATE 2002. _ `� to co 1. Voids Around RESIDENTIAL: 40 PSF UNTIL THE BUILDING IS COMPLETED ACCORDING TO THE PLANS AND U M a. Pipes STAIRS 100 PSF /300# SPECIFICATIONS. ANY QUESTIONS REGARDING TEMPORARY BRACING E. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% AIR-ENTRAINMENT co b. Ducts PUBLIC ROOMS AND REQUIREMENTS SHOULD BE FORWARDED TO A STRUCTURAL ENGINEER FOR AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 PSI AT AGE 28 DAYS. CD CORRIDORS SERVING THEM 100 PSF F. ALL CONCRETE THAT CAN BE SUBJECTED TO FREEZE AND THAW (EXPOSED TO � c. Conduits REVIEW. d. Wires TABLE 1604.3 B. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL ELEMENTS ARE WEATHER) DURING CONSTRUCTION SHALL BE AIR ENTRAINED IN ACCORDANCE e. Structural members ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PERMITTED; NOR SHALL OPENINGS BE MADE IN STRUCTURAL ELEMENTS WITH TABLE 1904.2.1 OF BUILDING CODE OF NEW YORK STATE~2-6O2- ALLOWABLE DEFLECTION 2. Construction Joints that Include Intersection points between walls and STRUCTURAL MEMBER W DL UNLESS DETAILED ON THE DRAWINGS. G. CONCRETE STRENGTH ACCEPTANCE CRITERIA: L + floors, ceilings or rated roof systems. C. CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL - THE AVERAGES OF ALL SETS OF THREE CONSECUTIVE STRENGTH TESTS 3. Other openings as required by applicable building codes. Roof members (non plaster ceiling) L/240 L/240 L/180 DRAWINGS FOR VERIFICATION OF TYPE AND LOCATION OF INSERTS, RESULTS MUST EQUAL OR EXCEED THE SPECIFIED F'c STRENGTH. 1.02 DEFINITION Floors members L/360 L/240 OPENINGS, SLEEVES, DRIPS, REVEALS, FINISHES, DEPRESSIONS, DOOR - NO INDIVIDUAL STRENGTH TEST SHALL BE MORE THAN 500 PSI BELOW A. Fire Rated Assembly: Includes all fire rated walls, floors, floor/ceiling and roof CLOSURE POCKETS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE THE SPECIFIED F'C STRENGTH. system assemblies. Ratings shall be per ASTM E 119-83 Methods of Fire Tests of Walls with plaster or stucco finish L/360 H. POUR INTERIOR SLABS ON GRADE IN WITH CONTROL OR CONSTRUCTION Walls with brittle finishes L/240 STRUCTURAL DRAWINGS. JOINTS AS PER SECTION 6(J) OF THESE NOTES. Building Construction and Materials" or UL 263 "Fire Tests of Building Construction D. DO NOT SCALE DRAWINGS; USE DIMENSIONS. and Materials". Walls with flexible finishes L/120 E. PRIOR TO STARTING WORK, CONTRACTOR MUST VERIFY FEASIBILITY OF WORK I. CONCRETE USED FOR WALKWAYS AND EXTERIOR PORCHES SHALL HAVE A MAXIMUM B. Firestop System: Through Penetration Firestop Systems are designed to prevent SHOWN ON THESE DRAWINGS. NOTIFY ENGINEER WHERE DISCREPANCIES WATER CEMENT RATIO OF .45 AND A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. the spread of fire through openings in fire rated assemblies for a specified period 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: EXIST BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. of time. Incorporating the use of specific products installed in a specific D (EQUATION 16-8) 4. SUBMITTALS 8. REINFORCING STEEL manner, they shall only be installed in configurations for which they have been D + L (EQUATION 16-9) D + S (EQUATION 16-10) A. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT A. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. z specifically tested and listed by Underwriters Laboratories (UL) or Factory Mutual D + .6W or .7E (EQUATION 16-12) DOCUMENTS MUST BE SUBMITTED BY THE GENERAL CONTRACTOR AND REVIEWED B. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN 2 (FM) per ASTM E 814 or UL 1479 or other Building Code approved testingD + 0.75 (.6W) + 0.75 S (EQUATION 16-13) BY THE ENGINEER. SHOULD THE OWNER OR GENERAL CONTRACTOR FAIL TO ACCORDANCE WITH ACTS "MANUAL OF STANDARD PRACTICE FOR DETAILING o laboratory. D + 0.75 (.7E) + 0.75 S (EQUATION 16-14) OBTAIN THE STRUCTURAL ENGINEER'S REVIEW OF THE SHOP DRAWINGS, THE CONCRETE STRUCTURES" (ACI-315). DETAILS OF REINFORCING SHALL o C. Flame Spread/Smoke Developed Ratings: Numerical Value of a material where STRUCTURAL ENGINEER WILL NOT ACCEPT RESPONSIBILITY FOR THE DESIGN CONFORM TO ACI 318, ACI 315 LATEST EDITION, AND CRSI STANDARD. z D = DEAD LOAD, L = LIVE LOAD, S = SNO'd� LOAD, W = LOAD DUE TO WIND PRESSURE, tested in accordance with E 84-84 "Standard Test Method for Surface Burning E=EARTHQUAKE LOAD. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER AND CERTIFICATION OF THIS PROJECT. PRIOR TO SUBMISSION OF SHOP C. CONCRETE PROTECTION FOR BARS SHALL BE UNLESS NOTED OTHERWISE: o C� Characteristics of Building Materials." 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN DRAWINGS, THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLIANCE - FOOTINGS AND OTHER CONCRETE POURED AGAINST EARTH: 3 INCHES 0 Qi� 1.03 SUBMITTALS WIND SPEED) IN EXPOSURE CATEGORY B. WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL SUBMIT A MINIMUM OF - FORMED CONCRETES EXPOSED TO EARTH OR WEATHER 1 1/2 INCHES A. Drawings: Submit detail drawings and applicable UL or FM system numbers for FOUR (4) SETS SHOP DRAWING. SHOP DRAWINGS FOR THE FOLLOWING - FORMED CONCRETE NOT EXPOSED TO WEATHER OR EARTH : 1 INCH z each Firestop System and location to be installed. THE FOOTINGS OF THE BUILDING HAVE BEEN DESIGNED TO SIT ON UNDISTURBED ITEMS SHALL INCLUDE SUBMITTALS: - SLABS ON GRADE, UNLESS NOTED OTHERWISE MID-DEPTH O B. Installation Instructions: Submit Manufacturer's installation instructions for Firestop INORGANIC SOIL OR ROCK WITH A MINIMUM PRESUMPTIVE BEARING VALUE 2000 PSF. DO NOT PLACE FOOTINGS ON SOIL THAT IS PREDOMINANTLY CLAY AND/OR SILT, ON - ROOF TRUSSES AND CONCRETE MIX DESIGN D. REINFORCING BARS SHOWN ON THE DRAWINGS SHALL PASS CONTINUOUSLY Systems to be installed. EXISTING FILL, OR ON SOIL CONTAINING ORGANIC MATERIAL. B. DO NOT FABRICATE PRIOR TO SHOP DRAWING REVIEW. REVIEW IS LIMITED � C. Product Data: Submit Manufacturer's printed data sheet for all products used in S TO CONFORMANCE WITH THE DESIGN CONCEPT. ALL DIMENSIONS SHALL BE THROUGH CONSTRUCTION JOINTS. H the FirestopSystems, indicatingproduct characteristics, performance and an INHERE THERE IS UNCERTAINTY TO THE .,OIL CONDITIONS AT THE SITE OR IF REQUESTED E. WELDED WIRE FABRIC SHALL CONFIRM TO ASTM A-185. Q y y BY THE BUILDING OFFICIAL A GEOTECHNICAL INVESTIGATION SHALL CONDUCTED BY AN VERIFIED WITH THE ARCHITECTURAL DRAWINGS FOR COMPATIBILITY OF F. BARS SHALL BE SECURELY TIED IN PLACE. .. limiting criteria. ENGINEER REGISTERED IN NEW YORK STATE AND SHALL INVOLVE TEST BORINGS OR TEST ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. NOTIFY ARCHITECT OR G. PROVIDE 2'-0" x 2'-0" CORNER BARS TO MATCH ALL HORIZONTAL w D. Manufacturer's Letters: For installations or configurations not covered by a U.L. HOLES AS REQUIRED TO DETERMINE THE BEARING VALUE OF THE SOIL AT THE FOOTING ENGINEER OF ANY CONFLICTS PRIOR TO FABRICATION. REINFORCING IN WALLS AND FOOTINGS. ALL LAPS SHALL BE A MINIMUM OF or F.M. design number, a recommendation shall be obtained from the BOTTOMS. A REPORT OF THE FINDINGS SHALL BE SUBMITTED AND SHALL INCLUDE THE Manufacturer, in writing, for the specific application. FOLLOWING: C. ALLOW MINIMUM OF FIVE (5) WORKING DAYS FOR THE REVIEW PROCESS. 30 BAR DIAMETERS. PROVIDE DOWELS BETWEEN ALL FOOTINGS, WALLS AND 1. PLOT SHOWING LOCATIONS OF THE SOIL INVESTIGATIONS. D. ALL SHOP DRAWING SHALL BEAR THE SEAL AND SIGNATURE OF LICENSED PIERS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING. w O 1.04 QUALITY ASSURANCE 2. COMPLETE RECORD OF SOIL BORING AND PENETRATION TEST LOGS. A. Manufacturer: Use Firestop Systems, for the entire project, from a single 3. SOIL PROFILE PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. _o Manufacturer to the greatest extent possible. For installations or configurations 4. GROUND WATER ELEVATION (IF ENCOUNTERED) 5. CERTIFICATION 9. WOOD ~ not covered by a tested Firestop System, a recommendation shall be obtained 5. RECOMMENDATIONS FOR FOUNDATION TYPE AND BEARING CAPACITY 6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT. A. A TESTING AGENCY WHO SPECIALIZES IN ASSURING THAT BUILDING A. ALL WOOD FRAMING SHALL CONFIRM TO THE "NATIONAL DESIGN SPECIFICATION U from the Manufacturer for the specific application. 7. INFORMATION REGARDING DEEP FOUNDATIONS, EXPANSIVE SOILS, COMPACTED FILL, CONSTRUCTION IS ACCOMPLISHED IN ACCORDANCE WITH CONTRACT FOR WOOD CONSTRUCTIONS LATEST EDITION, PUBLISHED BY THE NATIONAL o PART 2 - PRODUCTS AND CONTROLLED LOW STRENGTH MATERIALS IF APPLICABLE TO THE PROJECT. DOCUMENTS, GOVERNING CODES AND STANDARDS AND STATE OF THE ART FOREST PRODUCTS ASSOCIATION. U 2.01 FIRESTOP SYSTEM LIMITATIONS NOTIFY THE ARCHITECT AND SITE ENGINEER IF GROUND WATER IS ENCOUNTERED AT THE PRACTICE SHALL BE RETAINED. JOISTS HEADERS AND TRIMMERS SHALL BE MINIMUM A. Compatibility: Provide Firestop Systems that are compatible with one another SITE ABOVE THE ELEVATION OF THE THE FOOTING BOTTOMS. B. THE TESTING ENGINEER SHALL VERIFY THAT CONSTRUCTION IS AS PER THE B. #2 NEM-FIR OR DOUG FIR o U HAVING THE FOLLOWING PROPERTIES UNLESS NOTED OTHERWISE: and with substrates under conditions of application and service, as CONTRACT DOCUMENTS AND REPORT ALL RESULTS OF ALL TESTS AND SUBMIT F_ WIND DESIGN PARAMETERS: Fb = 850 PSI O demonstrated by Manufacturer, based on testing and field experience. Vult = ULTIMATE WIND SPEED = 130 MPH (3 SEC GUST) THEM TO THE OWNERS REPRESENTATIVE. IF HE FINDS RESULTS WHICH ARE Fc PER. 405 PSI z B. Structural Considerations: Firestop Systems do not reestablish the structural Vasd = NOMINAL WIND SPEED = 101 MPH NOT IN ACCORDANCE WITH THE DOCUMENTS, HE SHALL NOTIFY THE OWNER'S = Fv = 75 PSI � integrity of a load-bearing assembly. Consult the Architect prior to drilling or RISK CATEGORY II REPRESENTATIVE IMMEDIATELY. E - 1,300,000 PSI coring operations in any load-bearing assembly. Firestop Systems may not WIND EXPOSURE B C. THE TESTING ENGINEER SHALL MAKE ALL TESTS AND OBSERVATIONS AS support live loads and traffic. Curbs or cover plates are required to restrict or ENCLOSED BUILDING REQUIRED BY THE CONTRACT DOCUMENTS, SPECIFICATIONS, AND AS C. ALL BEARING WALL STUDS SHALL BE MINIMUM DOUG FIR, HEM FIR, OR SOUTHERN accommodate potential live loads and traffic. Contractor shall notify Architect MWFS PRESSURES ARE CALCULATED IN ACCORDANCE W/ ASCE 7-10 PART 2: REQUIRED BY LOCAL JURISDICTIONS OR THE BUILDING OFFICIALS. PINE #2 GRADE HAVING THE FOLLOWING PROPERTIES UNLESS NOTED OTHERWISE: if Contractor has reason to believe the integrity of any load-bearing assembly ENCLOSED SIMPLE DIAPHRAGM BUILDING H<160 FT Fb = 875 PSI has been violated. HORIZONTAL PRESSURES DETERMINED FROM TABLE 27.6-1 6. FOUNDATIONS Fc PAR. = 1300 PSI C. All sealant materials for use in Firestop Systems applied to Expansion Joints shall ROOF PRESSURES DETERMINED FROM TABLE 27.6-1 A. THE ASSUMED ALLOWABLE SAFE BEARING PRESSURE (NOTE 2C) IS TO BE E = 1,600,000 PSI meet the requirements of ASTM C 719-86 "Adhesion and Cohesion of Elastomeric COMPONENTS AND CLADDINGS PRESSURES CALCULATED IN ACCORDANCE W/ ASCE 7-10 VERIFIED BY AN ON-SITE LICENSED GEOTECHNICAL ENGINEER IN IN THE SEE PLANS FOR SPACING AND SPECIAL REQUIREMENTS. w Joint Sealants under Cyclic Movements" and ASTM C 920-86 "Standard PART 2 FROM FIGURE 30.5-1 FOR 20SF AREA AND 30 FT BUILDING HEIGHT STATE WHERE THE PROJECT IS CONSTRUCTED. W ADJUST LOADS SHOWN BY 1.09 H=40 FT 1.05 H=35 FT " D. ALL 4X4 AND 6x6 EXTERIOR POSTS SHALL BE PRESSURE TREATED SYP 2 SR GRADE o Specification for Elastomeric Joint Sealants". ( ) ( ) B. ALL FOOTINGS SHALL PROJECT AT LEAST 1 -0 INTO UNDISTURBED NATURAL # m D. Use Firestop Systems meeting the requirements of ASTM E 814-83 "Standard LOADS (PSF) NORMAL TO ROOF SOIL OR COMPACTED STRUCTURAL FILL. BOTTOMS OF ALL EXTERIOR FOOTINGS HAVING THE FOLLOWING MINIMUM PROPERTIES (WET SERVICE CONDITIONS): p y g q (0 to 7') (7 TO 27') (27 to 45') El Method of Fire Tests of Through-Penetration Fire Stops" or UL 1479 "Fire Tests of ZONE 1: 11.6/-29.6 16.0/-27.0 27.0/-28.9 OR FOOTINGS LOCATED IN UNHEATED AREAS SHALL BE AT LEAST MIN. 3'-0" OR FROST Fb = 875 PSI Through-Penetration Firestops". For installations or configurations not covered by ZONE 2: 11.6/-45.6 16.0/-44.6 27.0/-34.0 DEPTH BELOW FINISHED GRADE. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED Fc PER. = 375 PSI a Firestop System, an engineered judgment shall be obtained from the ZONE 3: 11.6,/-63.6 16.0/-67.0 27.o/-34.0 BEFORE FOUNDATION CONCRETE IS PLACED. NO EXCAVATION SHALL BE CLOSER Fc PAR. = 525 PSI OVERHANG: -56.6 -86.0 -50.0 THAN AT LEAST A SLOPE OF TWO HORIZONTAL TO ONE VERTICAL TO UNDERSIDE E = 1,600,000 PSI Manufacturer for the specific application. E. All Firestop Systems shall comply with the interior finish flame spread and smoke HORIZONTAL LOADS (PSF) AT WALLS: EDGE OF ANY EXISTING FOOTINGS WITHOUT THE WRITTEN AND CERTIFIED developed requirements, for the area in which they are installed, per ZONE 4: 29.0/-31.6 PERMISSION OF GEOTECHNICAL ENGINEER. STEP FOOTINGS WITH A RATIO OFE. LVL Q ZONE 5: 29.0/-38.0 S (LAMINATED VENEER LUMBER) SHALL BE 1-3/4 WIDE, OF THE SIZE ASTM E 84-84 "Standard Test Method for Surface Burning Characteristics of TWO HORIZONTAL TO ONE VERTICAL. SPECIFIED ON THE PLANS, AND SHALL BE SECURED TOGETHER AS DIRECTED ~ C/) I i � EARTHQUAKE DESIGN DATA: C. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY I-_ Building Materials" (in addition to ASTM E 814-83 "Standard Method of Fire Tests RISK CATEGORY II BY THE MANUFACTURER. THEY SHALL HAVE THE FOLLOWING MIMIMUM PROPERTIES: z of Throu h-Penetration Fire Stops"). Interior finish requirements are specified b IMPORTANCE FACTOR le = 1.0 Table 1.5-2 TO PREVENT CAVING. W 7 g p )' q p y D. PROVIDE A 6 MIL POLYETHYLENE MEMBRANE BENEATH THE SLAB ON GRADE. FB = 2600 PSI W applicable building codes governing this project. SITE CLASS D OR BETTER FV. = 285 PSI v o F. All products shall be capable of actin as a smoke seal in addition to firesto . Fa = 1.6 Table 11.4-1 E. ALL FOOTINGS SHALL-BE BOARD FORMED TO SIZE SHOWN ON THE DRAWINGS P p g p Fv = 2.4 Table 11.4-2 IF EXCAVATION BANKS ARE NOT SUFFICIENT TO FORM THE FOOTINGS. FC PER. = 750 PSI o 2.02 ACCEPTABLE FIRESTOP SYSTEM MANUFACTURERS Ss = 0.24 Figure 22-1 ALL FOOTINGS ARE TO BE ON VIRGIN SOIL AND ARE TO BE KEPT E = 1,900,000 PSI S1 = 0.06 Figure 22-2 A MIN. OF 24" ABOVE WATER TABLE. A. Manufacturers, subject to meeting all Firestop System requirements of this Sms = 1.6 (.24) = .38 Equation 11.4-1 32" EXTERIOR GRADE APA RATED F. UTILITY WORK SUCH AS PIPES, DRAINS, EJECTORS, ETC. SHALL BE F. EXTERIOR WALL SHEATHING: PROVIDE 15 specification, are: Sm1 = 2.4 (.06) _ .14 Equation 11.4-2 / 1. Hilti Sds = .67 (.38) = .25 Equation 11.4-3 INSTALLED AND PROPERLY BACKFILLED PRIOR TO BEGINNING FOUNDATION PLYWOOD OR OSB WALL SHEATHING NAILED WITH 8d NAILS AT 6" O.C. AT PANEL EDGES SECURE SHEATHING 2. Dow Corning Corporation Sd1 = .67 (.14) = .09 Equation 11.4-4 WORK. AND 12" O.C. AT FIELD. PROVIDE 2X BLOCKING AT ALL UNSUPPORTED EDGES. 4' TO GALE END WALL W/ j 3 3M SEISMIC DESIGN CATEGORY B Table 11.6-1 G. FOUNDATION ELEMENTS THAT ARE TO HAVE FILL ON BOTH SIDES SHALL HAVE 8P NAILS 4" 0/6 j DESIGN METHOD: 12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA 4. U.S. Gypsum Co. FOR SIMPLE BEARING WALL OR BUILDING FRAME SYSTEMS EACH SIDE BACKFILLED SIMULTANEOUSLY MAINTAINING A COMMON ELEVATION. G. ALL STUDS SHALL BE INSTALLED IN ACCORDANCE WITH NFoPA. WALL i PART 3 - EXECUTION SEISMIC FORCE RESISTING SYSTEM: H. FOUNDATION ELEMENTS HAVING FILL ON ONE SIDE ONLY SHALL BE PROPERLY STUDS ARE NOT TO BE DRILLED IN EXCESS OF NDS OR LOCAL CODE / Ordinary Reinforced Masonry Shear Wc'.s (Section 14.4): R=2 BRACED BY PERMANENT STRUCTURAL ELEMENTS PRIOR TO BEGINNING THE REQUIREMENTS, WHICHEVER IS MORE STRINGENT. ALL POSTS AND HIP, SEE RAFTS=/HIP 3.01 PREPARATION Wood Walls W/ Wood structural panels (Section 14.5): R=6.5 DETAIL FOR STRAP BACKFILLING OPERATION. MULTIPLE STUDS SHALL BE RUN CONTINUOUSLY TO SOLID BEARING ON A. Follow the Manufacturers instructions and guidelines for surface preparation Steel ordinary concentrically braced fro. ,es (Section 14.2): R=3.25Q I. COMPACTED FILL SHALL BE PLACED IN 8 INCH LIFTS AND COMPACTED TO A FOUNDATION WALLS OR BEAMS; PROVIDE SOLID BLOCKING UNDER POSTS prior to installation of the Firestop System. SEISMIC BASE SHEAR: V=(F)SdsW/R Equation 12.14-11 SECURE ROOF SHEATHING WITHIN 6 FEET j v, 3.02 INSTALLATION F=1.1 for tWo stories above grade and 1.2 for three stories above grade MINIMUM OF 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT ALL FLOORS. SEE PLANS FOR WALL TOP PLATE REQUIREMENTS. OF CORNERS W/ 8D NAILS @ 6" 0/G ATUJ AS ESTABLISHED BY ASTM D-698 OR AS DIRECTED BY THE GEOTECHNICAL A. Firestop Systems: Installation shall be in accordance with the appropriate H. ALL BEARING WALL SILL AND SOLE PLATES SHALL BE MINIMUM DOUG FIR OR \\ EDGES AND INTERIOR SUPPORTS I ENGINEER. \ I Manufacturers instructions and drawings. J. UNLESS OTHERWISE NOTED, SOUTHERN PINE #2 GRADE KILN DRIED LUMBER WITH A MAXIMUM MOISTURE I �; " SLABS ON GRADE SHALL BE 4" THICK POURED SECURE SHEATHING AT SLOPED ROOFS 11 ZI CONCRETE AND REINFORCED WITH 6 X 6, W1.4 X W1.4 (#10/#10) WELDED CONTENT OF 15% OR TIMBERSTRAND LSL. STORE PLATES ON SITE OFF OF i j W/ 5D DEFORMED NAILS @ 6" 0/C AT II ULD 0 ) THE GROUND AND COVERED WITH VENTILATION. > FLASHING NOTE: WIRE FABRIC IN THE UPPER THIRD PORTION OF THE SLAB THICKNESS. / EPGES AND IV' 0/6 INTERIOR SUPPORTS II W a BC-1507.2.9 FLASHING LAP MESH 8" IN EACH DIRECTION. PLACE CONCRETE OVER 6 MIL - - - - - - - - - - - - - - - - - - - - - - - - - - POLYETHYLENE VAPOR BARRIER AND 4 INCHES MINIMUM OF COARSE 1. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH BC- AGGREGATE OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER. THE AGGREGATE SECTION 1507.2.9.1 AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. I 2. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH BC- SECTION LAYER SHALL BE PLACED OVER FIRM NATURAL SUBGRADE OR ON COMPACTED AND / CONTROLLED FILL. USE AIR ENTRAINMENT AT ALL EXTERIOR SLABS. POUR / EG URE SHEATHING AT ROOF OVERHANGSS 1507.2.9.2 AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 3 W/ 8D DEFORMED NAILS @ 4" 0/G AT w 3. DRIP EDGE SHALL BE PROVIDED IN ACCORDANCE WITH BC- SECTION 1507.2.9.3 :.��= O SLABS IN ALTERNATE PANELS WITH A MAXIMUM OF 600 SQ. FT. AND PROVIDE , / EDGES AND INTERIOR SUPPORTS [--� AT EAVES AND GABLES. �� \\ �' CONTROL AND/OR CONSTRUCTION JOINTS AT 25'-0" MAXIMUM SPACING OR AS i z O h� REQUIRED TO PREVENT UNCONTROLLED CRACKING. IL \ � K. CONCRETE USED FOR WALKWAYS SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF .45 o �' O \\ AND A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. P\ \ III o �ilo,/ w 0 i \ �� 1 % -- - - - - - - - - - -�I- - - - -a - - - - El I-I/4" WIDE X 1,5 GA. COILED STRAPS O �- 2 W/ 8-IOD NAILS INTO EACH STUD. 2 z � m � \ w \ I 5 SECURE WALL SHHEATHING WITHIN 6 FEET 0 O \ i OF CORNERS W,/ 8D NAILS @ 6" 0/G AT LD o o 5 I ( I I EDGES AND INTERIOR SUPPORTS W O O4 ( �z!�SECURE WALL SHEATHING ;rARCy��F ( W/ 8D NAILS @ 6" 0/6 AT EDGES AND �� p�� yF,Q 6 12" 0/6 AT INTERIOR SUPPORTS, - , 6 6LOCK UNSUPPORTED EDGES "- 5 5 I s. 3A. o 6 R IN AM G PLAN I O O I SEE F 5 23x1 FOR LOCATIONS OF 4O F NES HO--OWNS REQUIRED NUMBER SHEATHING NAILING ISOMETRIC w 2016023 6' e COMPONENT AND CLADDING LOADING DIAGRAM NITSQ SHEET NUMBER WALL SHEATHING TO BE 15/32": ROOF TO BE 5/8" CDX. °- U) G- 103 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CU GENERAL NOTES - BARRIER FREE U 11r�JJ N � U U LL N 7AAccessibilityshall be in accordance with Chapter 11 of the 2015 �national Building Code and ICC/ANSI A117.1 -2009 N N Z U 2 cm LO L" XU)b- 2 C W m M U') Nco UN � co 0A co ACCESSIBLE BATHROOM REQUIREMENTS BELOW ARE COMBINED FAIR HOUSING ACT GUIDELINES THAT ALL THE RESIDENTIAL UNITS MUST COMPLY WITH: (D ACCESSIBLE KITCHEN REQUIREMENTS 1. ICC/ANSI A117.1- 1004.11.2.1 DOORS INITIAL REQUIREMENTS: SUMMARY: DOOR MAY SWING INTO BATH IF 30" X 48" CLEAR FLOOR SPACE PROVIDED BEYOND DOOR ARCH. 19. ACCESSIBLE KITCHENS AND THEIR COMPONENTS SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE REQUIREMENTS OF ICC/ANSI A117.1-SECTION 804 ACCESSIBLE BUILDING SEE SITE PLANS FOR THE LOCATION OF ENTRANCES WITHIN 200' MAX DISTANCE 2. ICC/ANSI A117.1- 1004.11.3.1.1 LAVATORY (OPTION A) ENTRANCE ON AN AND 5% SLOPE OF ACCESSIBLE PARKING AREAS. CABINET UNDER LAVATORY PERMITTED PROVIDED IT CAN BE EASILY REMOVED WITHOUT REMOVING SINK AND FLOORING. 20. ICC/ANSI A117.1- 804.2 CLEARANCE ACCESSIBLE ROUTE PROVIDE A 30 X 48 CLEAR FLOOR GROUND SPACE IN FRONT OF LAVATORY. CONTINUE FINISHED FLOORING UNDER VANITY TO WHERE A PASS-THROUGH KITCHEN IS PROVIDED, CLEARANCES BETWEEN THOSE COUNTERS AND ALL OPPOSING BASE CABINETS, WITH 2% MAX CROSS SLOPE BACK WALL, WALLS BEHIND, AND SURROUNDING THE CABINETRY ARE FINISHED. COUNTERTOPS, APPLIANCES, OR WALLS IN KITCHENS SHALL BE 40" MIN, EXCEPT IN U-SHAPED KITCHENS, WHERE SUCH CLEARANCE SHALL BE 60" MIN. USABLE DOORS ALL DOORS INTENDED FOR USER PASSAGE: 3. ICC/ANSI A117.1- 1004.11.3.1.2 WATER CLOSETS (OPTION A) TO HAVE 32" MIN CLEAR OPENING AND 30"x48" CLEAR FLOOR SPACE OUTSIDE WATER CLOSET TO COMPLY WITH FIGURES 1004.11.3.1.2. 21. ICC/ANSI A117.1- 804.5.1 CLEAR FLOOR SPACE DOOR SWING. SEE ARCHITECTURAL DRAWINGS FOR DOOR SCHEDULES. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE AND BE LEVER HARDWARE AT EXTERIOR SIDE OF UNIT ENTRY DOOR. 4. ICC/ANSI A117.1- 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB AT LEAST 30" X 48". PEEP HOLE AT ENTRY DOOR AT 60" ABOVE F.F. MAX A CLEARANCE 60" MIN. IN LENGTH AND 30" MIN. IN WIDTH SHALL BE PROVIDED. LAVATORIES COMPLYING WITH SECTION 606 SHALL BE PERMITTED IN THE CLEARANCE. A LAVATORY COMPLYING WITH SECTION 1004.11.3.1.1 SHALL BE PERMITTED AT ONE END 22. ICC/ANSI A117.1- 804.5.2 CONTROLS OF THE BATHTUB IF A CLEARANCE 48" MIN. IN LENGTH AND 30" MIN. IN WIDTH IS PROVIDED IN FRONT OF THE BATHTUB. ALL CONTROLS IN THE KITCHEN SHALL COMPLY WITH SECTION 309. ACCESSIBLE ROUTE INTO 36" MIN WIDTH TO FINISH FACES OF CORRIDOR. AND THROUGH THE • 1/2" MAX THRESHOLD AT HINGED DOORS. w 5. ICC/ANSI A117.1- 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB 23. ICC/ANSI A117.1- 1003.11.2.2 LAVATORY (TYPE "A" UNIT LAV. IN A TYPE "B" UNIT) COVERED UNIT 3/4" MAX THRESHOLD AT EXTERIOR SLIDING DOORS. j A CLEARANCE 60" MIN. IN LENGTH AND 48" MIN. IN WIDTH SHALL BE PROVIDED. A WATER CLOSET AND A LAVATORY SHALL BE - THE FRONT OF LAVATORIES AND SINKS SHALL BE 34" MAXIMUM ABOVE THE FLOOR, MEASURED TO THE HIGHER OF THE RIM EXTERIOR SLIDER THRESHOLD SLIDES SHALL BE BEVELED WITH 1:4 MAX SLOPE. U OR COUNTER SURFACE. ALL OTHER THRESHOLD SLIDES SHALL BE BEVELED WITH 1:2 MAX SLOPE. O PERMITTED IN THE CLEARANCE AT ONE END OF THE BATHTUB. 0 L - CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3, POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED, KNEE Z AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. 6. ICC/ANSI A117.1- 607.7 BATHTUB ENCLOSURES HINGED ENTRY DOOR INTERIOR DOOR SHALL BE OPENED WITH MAX APPLIED FORCE OF 5 LBS. - FAUCETS SHALL COMPLY WITH SECTION 309. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXTERIOR DOOR SHALL BE OPENED WITH MAX APPLIED FORCE OF 15 LBS. C� ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR CLOSURE. INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB. - WHERE ENHANCED REACH RANGE IS REQUIRED AT LAVATORIES, FAUCETS AND SOAP DISPENSERS CONTROLS SHALL HAVE A DOOR SHALL TAKE AT LEAST 6 SECONDS TO CLOSE. T REACH DEPTH OF 11" MAXIMUM OR, IF AUTOMATIC, SHALL BE ACTIVATED WITHIN A REACH DEPTH OF 11" MAXIMUM. WATER AND z 7. ICC/ANSI A117.1- 607.8 WATER TEMPERATURE SOAP FLOW SHALL BE PROVIDED WITH A REACH DEPTH OF 11" MAXIMUM. E--� - WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO LIGHT SWITCHES, OUTLETS SHALL BE LOCATED AT 15" TO 48" A.F.F. AND 18" MIN FROM INTERIOR CORNERS. OU PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. BATHTUBS SHALL DELIVER WATER THAT IS 120 DEGREES F (49 DEGREES C) MAXIMUM. ELECTRICAL OUTLETS, • LOCATE AT LEAST ONE OUTLET AT 36" FROM INTERIOR CORNER OF "L" SHAPE CABINETS. 171- CABINETRY SHALL BE PERMITTED UNDER THE LAVATORY, PROVIDED THE FOLLOWING CRITERIA ARE MET: THERMOSTATS AND CONTROLS NOT OVER COUNTER SHALL BE LOCATED AT 36" TO 48" A.F.F. AND 18" MIN H 8. ICC/ANSI A117.1- 1004.11.3.1.3.3 SHOWER OTHER ENVIRONMENTAL FROM INTERIOR CORNERS. O REINFORCING FOR A SHOWER SEAT IS NOT REQUIRED IN SHOWER COMPARTMENTS LARGER THAN 36" IN WIDTH A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY. AND ALARM CONTROLS B. THE FLOOR FINISH EXTENDS UNDER THE CABINETRY. CONTROLS OVER COUNTER SHALL BE LOCATED AT 48" MAX A.F.F. ^ AND 36 IN DEPTH. C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. PLw 9. ICC/ANSI A117.1- 607.4 GRAB BARS ANSI A117.1- 804.5.3 DISHWASHER 24. ICC GRAB BARS ARE NOT REQUIRED TO BE INSTALLED IN A BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH / SHER 11 A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE, PROVIDE REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND A CLEAR FLOOR SPACE, POSITIONED ADJACENT TO THE DISHWASHER DOOR, SHALL BE PROVIDED, THE DISHWASHER DOOR IN REINFORCED WALLS FOR PROVIDE WALL REINFORCING FOR FUTURE WORK AS NOTED IN PLANS, DETAILS � �•/ THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR AN ADJACENT SINK. FUTURE GRAB BARS AND AND ELEVATIONS. O LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION 607.4. ACCESSIBLE DEVICES O 25. ICC/ANSI A117.1- 804.5.4 COOKTOP U ACCESSIBLE DOOR REQUIREMENTS • 30" X 48" CLEAR FLOOR SPACE CENTERED AT EACH APPLIANCE FIXTURE IN ALL KITCHEN D U A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FOWARD APPROACH TO THE SPACE FOR A COOKTOP, SHALL BE REQUIRED SPACE AT ty- PROVIDED. WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, KNEE AND TOE CLEARANCE USABLE KITCHENS AND AND BATHROOMS. r 10. DOORS TO ACCESSIBLE SPACES AND ELEMENTS AND ALONG ACCESSIBLE ROUTES `.HALL COMPLY WITH THE REQUIREMENTS OF COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE UNDERSIDE OF THE COOKTOP SHALL BE INSULATED OR OTHERWISE BATHROOMS 30" X 48" CLEAR FLOOR SPACE OUTSIDE SWING OF DOOR INSIDE BATHROOMS. C/) ICC/ANSI A117.1-2009 SECTION 404 PROVIDE 36" WIDE DOORS AT CLOSET DEEPER THAN 24". CONFIGURED TO PREVENT BURNS, ABRASIONS, OR ELECTRICAL SHOCK. WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A U PARALLEL APPROACH, THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. THE LOCATION OF THE CONTROLS I r l 11. ICC/ANSI A117.1- 404.2.2 CLEAR WIDTH : SHALL NOT REQUIRE REACHING ACROSS BURNERS. 0 `•/ DOORWAYS INTENDED FOR USER PASSAGE SHALL HAVE A MIN CLEAR OPENING OF 32" WITH THE DOOR OPEN 90', MEASURED OCCUPANT NOTIFICATION OF AVAILABILITY TO INSURE OCCUPANT OF DWELLING UNIT IS AWARE OF ADAPTABLE FEATURES, THE OWNER � BETWEEN THE FACE OF THE DOOR AND THE STOP. 26. ICC/ANSI A117.1- 804.5.5 OVENS OR OWNERS AGENT SHALL PROVIDE THE FOLLOWING INFORMATION TO THE OCCUPANTS. z OVENS SHALL COMPLY WITH SECTION 804.5.5 1. NOTIFICATION OF ACCESSIBLE DESIGN FEATURES THAT INCLUDE WALL REINFORCEMENT, REMOVABLE COUNTERS IN KITCHENS AND El 12. ICC/ANSI A117.1- 404.2.3 MANEUVERING CLEARANCES AT DOORS MIN. MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTION 404.2.3 AND SHALL INCLUDE THE FULL CLEAR BATHS, PROVISIONS FOR THE INSTALLATION OF GRAB BARS, ETC. AS PROVIDED FOR THE APPLICABLE CODES AND LAWS AND 27. ICC/ANSI A117.1- 804.5.5.3 BOTTOM- HINGED DOOR OVENS INDICATED IN THESE DOCUMENTS. OPENING WIDTH OF THE DOORWAY. REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE BOTTOM-HINGED DOOR OVENS SHALL HAVE A WORK SURFACE COMPLYING WITH SECTION 804.3 POSITIONED ADJACENT TO 2. NOTIFICATION THAT THE DWELLING UNIT MAY BE ADAPTED FOR FIRST OCCUPANCY TO INCLUDE ONLY THOSE FEATURES REQUESTED CLEARANCES ONE SIDE OF DOOR. BY THE OCCUPANT OF THE INDIVIDUAL UNIT. 13. ICC/ANSI A117.1- 404.2.5 TWO DOORS IN SERIES 28. ICC/ANSI A117.1- 804.5.5.4 CONTROLS THE MIN SPACE BETWEEN 2 HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS. THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. 29. ICC/ANSI A117.1- 804.5.6 REFRIGERATOR / FREEZERS 14. ICC/ANSI A117.1- 404.2.6 DOOR HARDWARE : A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/FREEZER, SHALL BE PROVIDED. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY �, m TO GRASP WITH 1 HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24 MAXIMUM FROM THE CENTERLINE OF THE APPLIANCE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. WHERE SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES, GENERAL ACCESSIBILITY SITE REQUIREMENTS: j 15. ICC/ANSI A117.1- 404.2.7.1 DOOR CLOSERS 30. ICC/ANSI A117.1- 405 RAMPS: IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90', THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO AN OPEN POSITION OF APPROXIMATELY 12'. E- ICC/ANSI A117.1- 405.1 GENERAL RAMPS ALONG ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 405. C 16. ICC/ANSI A117.1- 404.2.8 DOOR-OPENING FORCE j THE MAX FORCE, EXPRESSED IN POUNDS-FORCE (LBF) AND NEWTONS (N), FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS ICC/ANSI A117.1- 405.2 SLOPE : w FOLLOWS: RAMP RUNS SHALL HAVE A RUNNING SLOPE GREATER THAN 1:20 AND NOT STEEPER THAN 1:12 S A. FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. U o B. OTHER DOORS: ICC/ANSI A117.1- 405.3 CROSS SLOPE : 0 I j 1. INTERIOR HINGED DOORS: 5 LBF (22.2 N) CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 2. SLIDING AND FOLDING DOORS: 5 LBF (22.2 N) THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT ICC/ANSI A117.1- 405.4 FLOOR SURFACES HOLD THE DOOR IN A CLOSED POSITION. FLOOR SURFACES OF RAMP RUNS SHALL COMPLY WITH SECTION 302. I 17. ICC/ANSI A117.1- 604.6 FLUSH CONTROLS FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI A117.1- 405.5 CLEAR WIDTH I SECTION 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36" MINIMUM. HANDRAILS THAT ARE PROVIDED ON THE RAMP RUN, SHALL j ' � I NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. 18. ICC/ANSI A117.1- 608.6 THRESHOLDS THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENT SHALL BE 1/2 INCH (13 MM) MAXIMUM IN HEIGHT IN ACCORDANCE WITH ICC/ANSI A117.1- 405.6 RISE THE RISE FOR ANY RAMP RUN SHALL BE 30" MAXIMUM. Q SECTION 303. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2" (13 MM) MAXIMUM IN HEIGHT SHALL BE BEVELED, coj ROUNDED, OR VERTICAL. z' 31. ICC/ANSI A117.1- 503.2 VEHICLE PULL-UP SPACE SIZE : W PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96" MINIMUM IN WIDTH AND 20 FEET MINIMUM IN ELECTRICAL OUTLETS SHALL BE MOUNTED 15" MIN ABOVE FINISHED FLOOR. LENGTH. U Z �: I 32. ICC/ANSI A117.1- 503.3 ACCESS AISLE ELECTRICAL RECEPTACLES LOCATED ABOVE KITCHEN COUNTERS ARE TO BE LOCATED MAXIMUM 44 A.F.F. o �j PASSENGER LOADING ZONES SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION 503.3. a CONTROLS FOR VENTILATION HOODS LOCATED ABOVE RANGES IN KITCHENS ARE TO BE LOCATED MAXIMUM 48 A.F.F. ICC/ANSI A117.1- 503.3.1 LOCATION ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. N GAS SHUT-OFF SWITCHES ARE TO BE LOCATED MAXIMUM 48" A.F.F. ICC/ANSI A117.1- 503.3.2 WIDTH THERMOSTAT ARE TO BE MOUNTED MAXIMUM 48„ A.F.F. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60" MINIMUM IN WIDTH. THRESHOLDS AT DOORS ARE TO BE MAXIMUM 1/4" HIGH AND HAVE A BEVELED EDGE WITH A 1:2 MAXIMUM SLOPE. LU z ICC/ANSI A117.1- 503.3.3 LENGTH 2E CL THRESHOLDS AT PATIO DOORS ARE TO BE MAXIMUM 1/4" HIGH AND HAVE A BEVELED EDGE WITH A 1:2 MAXIMUM SLOPE. OUTSIDE ACCESS AISLES SHALL BE 20' MINIMUM IN LENGTH. � V/ OLU W LANDING SURFACES AT PATIO DOORS TO BE NO GREATER THAN 4" BELOW FLOOR LEVEL OF THE INTERIOR OF THE DWELLING UNITS. J W ICC/ANSI A117.1- 503.3.4 MARKING : ~ w ui OUTSIDE LANDINGS SURFACES AT ENTRY DOORS TO BE MAXIMUM 1/4" BELOW THE FLOOR LEVEL OF THE INTERIOR OF DWELLING UNITS. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. z � v o Cn � 4 ALL DOOR HARDWARE SHALL BE LEVER TYPE RUNNING SLOPE OF CURB RAMPS TO BE 1:12 MAXIMUM (8.3%) DRIVEWAY PAVEMENT MAXIMUM 5% SLOPE. LU w w U Q ALL DOORS TO PROVIDE MINIMUM 32" NOMINAL CLEAR WIDTH. FLARED SIDE SLOPE OF CURB RAMPS NOT TO EXCEED 1:10 (10%) OR 1:12 (8.3%) WHERE PEDESTRIANS MUST TRAVEL TO ACCESS THEM. ❑ U ALL SLIDING PATIO DOORS TO PROVIDE MINIMUM 32" CLEAR WIDTH IN OPEN POSITION. ACCESSIBLE PARKING SPACES NOT EXCEED SLOPES OF 1:50 (2%) CD CLEARANCE AT REAR WALL OF WATER CLOSET TO BE 36" MINIMUM. PARKING ACCESS AISLES TO BE 60" WIDE MINIMUM. 96" FOR VAN-ACCESSIBLE SPACES (ADA ONLY) z w Zit 0 TOILET PAPER DISPENSER TO BE LOCATED ON THE WALL ABOVE OR BELOW THE SIDE GRAB BAR MIN. 7", MAX. 9" FROM FRONT OF WATER SIGNS MARKING ACCESSIBLE PARKING SPACES CAN NOT BE OBSTRUCTED BY VEHICLES PARKED IN SPACES. O o U) CLOSET. ��E9 Rcy� DUMPSTERS TO BE LOCATED ON ACCESSIBLE ROUTE WITH CHANGE IN PAVEMENT LEVELS NO GREATER THAN 1/2" CLLI yF _ _ ❑ 9 2381 OF N4 B NUMBER w2016023 U) SHEET NUMBER z G- 104 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED II I Q� ACCESSIBILITY- ROLL IN SHOWER ACCESSIBILITY- LAVATORY ACCESSIBILITY- GRAB BAR 0 ACCESSIBILITY- FLOOR SURFACE U MIRROR n- ' P! 1 U T: LEVER 2 1/2 .}.J .R � 'U- NOTE HANDLES � 1/4-1/2 � ' rn of 608.6 Thresholds. Thresholds in roll-in-type shower compartment shall be 1/2 inch (13 mm) maximum (TYPICAL) 1-1/2 1� Max 1 2 Qor- ,back wall in height in accordance with Section 303. In transfer-type z PROVIDE WALL / 'F N 2 z - shower compartments, thresholds 1/2 inch (13 mm) El side side cT1 1/4" DIA. STRAIGHT / BLOCKING FOR Max a i n� - wall I - maximum in height shall be beveled, rounded, or vertical. GRAB BAR WITH U 39"-41 GRAB BAR SUPPORT ( ) (b) Q w c 2 wall E X SNAP FLANGE COVER m �- - -- - o I 3-1/4 54" MIN: (TYPICAL) FIG. 303.3 Beveled Changes in Level = ,� L J Z t z 8„ I DIA. U M m_ 608.2.2 STANDARD ROLL IN TYPE SHOWER COMPARTMENTS � ,00 - � MI � � 12" X. 42" MI IT— STANDARD I STANDARD ROLL IN TYPE SHOWER COMPARTMENTS SHALL CLEAR FLOOR o, c, „ N r, - 1-1/4' 1/4 MAX j ! NOTE T: HAVE A CLEAR INSIDE DIMENSION OF 60 MIN SPACE t" z 36" MAX. o0 _ WIDTH AND 30" MIN. DEPTH MEASURED AT THE TOE CLEARANCE14 °' o_ 60 min CENTER POINT OF OPPOSING SIDES. FLANGE b AN ENTRY 60" MIN. IN WIDTH SHALL BE PROVIDED. x o > 1 1" MIN. LEG CLEARANC COVER TOILET PAPER A CLEARANCE OF 60" MIN. IN LENGTH ADJACENT Q ~ 3-1 8" DISPENSER FIG. 303.2 Note: inside finished dimensions measured 17" MIN. FIXTURE DEPT / 8 Vertical Change in Lave! �{ TO THE 60 WIDTH OF THE OPEN FACE OF THE J at the center points of opposing sides >, o DIA. SHOWER COMPARTMENT AND 30 MIN. IN DEPTH _ SHALL BE PROVIDED. A LAVATORY COMPLYING WITH m Of V) 30" MIN. NOTE: DASHED LINE INDICATES DIMENSIONAL CLEARANCE NOTE: � Fig. 608.2.2 SECTION 606 SHALL BE PERMITTED AT THE END OF OF OPTIONAL UNDER LAVATORY ENCLOSURE. UNIT ALL TYPE 304 STAINLESS STEEL WITH SATIN FINISH. ENDS OF GRAB BAR PASS WATER 1 Standard Roll Si Type Shower THE CLEARANCE OPPOSITE THE SEAT. MIRRORS ABOVE COUNTERTOPS 5/16"� THROUGH CONCEALED MOUNTING FLANGES CLOSET 00 Compartment Size Clearance 603.3 MIRRORS LAV CLEAR FLOOR SPACE LEG CLEARANCES AND ARE HELIARC WELDED TO FORM ONE STRUCTURAL UNIT. FIG. 604.5.1 27 max ' ACCESSIBILITY- KNEE CLEARANCE 16 min 2-1/4"- O 6 max back wall ® MOUNTING min - FLANGE 12" MA X end end o , 48" MI 24" MIN. @ HEAD & FOOT wall I a X wall �� E x o E to LJ o_0 °a E FINISHED WALL MOUNT CONTROLS 9 min I <= o Q o s� !o o IN THIS AREA ONLY N L - - "� W (a) With Seat 3 1/2" O.D. S.S. ~ OTE T: WALL FLANGE _ M 25 max Fig. 608.3.2 with seat o, "� 11 min U Grab Bars in Standard STUD BOLT I EM VA O OPTIONAL FIXED SEA a elevation b Ian Roll-in Type Showers Fig. 608.4.2 2'-6" MIN. PARALLE Z Ln 606.3 Height & SPACER SEA P � Standard Roll-in Shower The front of lavatories and sinks shall Control & Hand shower be 34 inches max. above the floor, STUD BOL APPROACH O rn measured to the higher of the rim or & SPACER 4'-0' MIN. PERP. FIG. 306.3 Knee Clearance 1-- Location Location counter surface. 6" WIDE 16 GAUGE APPROACH j 306.3.5 WIDTH. Knee clearance shall be 30 inches min. in width. Of Fig. 606.3 GALV. STL. SHEET NOTE: INSTALLATION MUST Location of Grab Bar Reinforcement Height of Lavatories METAL ANCH. BACK WITHSTAND 300 LB. 44 UNIT LAVATORY- REMOVABLE BASE CABINET and Sinks PLATE STUDRED TO DOWNWARD PULL for Adaptable Bathtubs O U *"R": DENOTES VANITY WITH EASILY REMOVABLE BASE O F� VANITY BAR FOR FORWARD APPROACH. A MINIMUM OF SECURED TO 30"x 48" CLEAR FLOOR SPACE TO BE STUDS PROVIDED CENTERED ON LAVATORY ACCESSIBILITY- MOUNTING HEIGHTS FOR _ MIN. 30 CLEAR FLOOR TILE TO BE CARRIED UNDER ACCESSIBILITY- HANDRAIL ELECTRICAL DEVICES _ -- REMOVABLE LAVATORY TO BACK WALL -FTI - CABINET BASE X z w o u g Fig.4 Lavatory Clearances. U - - o E E o U 1 2 4-6 perimeter 2 max -E _, `n _ E H T� 1 MIN j- co "I- s; Z O 40 nnr 1003.11.2.2 LAVATORY EXCEPTION: CABINET UNDER LAV. PERMITTED „,,,,, .'.ie; 92man 25m'n io s �- ELECTRICAL OUTLETS SHALL BE MOUNTED ( } PROVIDED IT CAN BE EASILY REMOVED WITHOUT REMOVING SINK & — i O FLOORING. PROVIDE A 30" x 48" CLEAR FLOOR GROUND SPACE ' s ; 1 15 MIN ABOVE FINISHED FLOOR. LL IN FRONT OF LAV. t 1 ELECTRICAL RECEPTACLES LOCATED 0 8mm Knaadenraace 1 _ ABOVE KITCHEN COUNTERS ARE TO 105 5 mc' 'oe dearonre 11 mia s ;o I _ BE LOCATED MAXIMUM 44" A.F.F. ❑ ,as�5s Toedemoncedepc' �.z— THERMOSTAT ARE TO BE BABY CHANGING STATION (a) (b) (c) MOUNTED MAXIMUM 48" A.F.F. FIG. 505.5 HANDRAIL CIRCULAR NONCIRCULAR Fig.5 Protective Panel Under Lavatory. CLEARANCE FIG. 505.7 HANDRAIL CROSS SECTION 1 t Bottom of panel should be I nshghosd0,1'ceand sCs' � p;:;a� ccncer,.and a��^ret BSS r,s /8 min Lij Fig.6 Accessories for Infants and Small Children. 9min 230 0 Place iwnfu-;bawl m --i m farforwc,d;sr'o;sb!eond 11 min cul out pi;a proter c1 pa,•sl 2=C orou•,d hon, 48 max - - '22° 34 m,,x - ACCESSIBILITY- KITCHENS @ TYPE B UNITS ACCESSIBILITY- LAUNDRY - To operehle 66 Q portion To highest 27 min Pat o`vorl: 685 }— su!foce To bottom of 11-25 O D O O Cn work surfore 430-635 F- O 0 O W Toe deermire Z Fig.6o Baby Changing Station. U o ---- O X Q Q , ACCESSIBILITY- DRINKING FOUNTAIN j a it I t•c) 17min 17mh / ---- O �9max� i�max� 00 s o _ ��fear - -il -1 !-clear - -1 i O - (a) (b) 8minI E! E (floor floor t E I TOP LOADING FRONT LOADING rnl r �! o, space o space - ,-___ FIG. 611.4 I N. r — _ HEIGHT OF LAUNDRY EQUIPMENT 6max DW ACCESSIBILITY- WHEELCHAIR TOILET COMPARTMENT 17min fixture depth _ 48min_ 48min 9max 1220 1220 � � I I I Drinking Fountains- Spout Height Clear Floor Space at Drinking Fountains / zLu. it Accessible Toilet Comportment, and Knee Clearance 40 min 40 min Fig.8 l Vhecicha // o'r:1 10 g , ! 4c r 3ir'n 3Shl:;si915-,•)r`' :,isl= ;�, (b) W/D U'' 1:•) al5 ert;:St:tss_ittt:r 't<iht Combo Unit p o � ! 2tra_st61i?--}r' —:,nL 17.19 Fig. 1004.12.1.1 r t Minimum Kitchen Clearance in Type B Units Lu W t ~ N ftCEldhoir Acccsstb.0 TD11et Com rlmetat. 443,0-485 w w' { (�' Fig,9 Lorge J 48min a' r',''dr=o'a>•::r(ac' •s �� t;ihc35i-rh{°t- }tr�'1-'. X220 I I r117-j9 o WHEN 71ich1E'C- ,}.�.1c,:1c<,':r LAUNDRY o r EQUIPMENT IS LOCATED - ---, z -�---,_ �-.� i:c•SiJrtt`.:s;,. _, ,,.�f ._. c � INSIDE 0 0 CLOSET E - � F— r o ---- r-> Z 3?rid:,r i s .� ! 6 1521 j 1 (4w 9M n W ° — E I--1 ILL OfT) l .. t O (� r r cast-,}!: , _ - - - C-, rl:i�:•_ts:-'F �ys�sz tsps r-__- .--1 tiCCJ�45'1 { { I --- Uj - r (:117-113 I l 1 4'-0" MIN. i--�-I Mt--� Y r,l 24 max II / 8205 �1 61 D DW / 30 min CLEAR FLOOR SPACE max = Q �N, equipment permItted In shaded area ---- Z (f [� 1Crt tis L t 47rr'} tl?r-7c [ ,I'A8 (a) (b) a Hatched Area ,d - Spout Height and Gear Floor Space t.�s [. t_ Y:1t-t! t•'-' tCrrec Clearance 30"x 48 Clear 4k r n 11iVS f - r- ' 1 Area Centered W0 ID itiu 1i : 60 min on Range / Stove, Sink, ❑ t 5'rt' 30 min 30 min Refri & Dishwasher U 1 1'1� S9 rr•.5 f1r'f t:'t }}----Ib� zao ntoe to exceed 9• 42 rr'l !! — °un`a'ndep Fig. 1004.,2.,.2 — ACCESSIBILITY- REACH RANGE J cit, s •• U-Shaped Kitchen Clearance _ r 11;; 3di0 y—. ............... _ I- t7 in Type B Units m 4-6Y2 < j 10" MAX. MAX. Z 0 o _ (D o o rn co = o a'v " w RC ly - x x U �\ OtZT < <� Q F � �G ' .......: l 00 00 - o� Q W M 1 1 L� I U -' F'r'ee-Standing Built-in - U) N '= Fountain or Cooler Fountain or Cooter 38A0 �© FIG. 308.2.1 FIG. 308.3.1 FIG. 308.3.2 UNOBSTRUCTED UNOBSTRUCTED OBSTRUCTED HIGH ❑ F OF VA FORWARD REACH SIDE REACH SIDE REACH TI616023 BER w Cn SHEET NUMBER 2 a. W G- 105 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED E o U N ACCESSIBILITY- DOOR CLEARANCES ACCESSIBILITY- MANEUVERING CLEARANCES ACCESSIBILITY- ELEVATOR ACCESSIBILITY- WATER CLOSET @ PUBLIC AREAS V C) 604.6 Flush Controls. Flush controls shall be W u - - - - hand operated or automatic. Hand operated4---J =3 0v - - s flush controls shall comply with Sections 309. i- - - 12 min i i 12 min 36 min 12 min 3 4 Flush controls shall be located on the open o o 18 min I I s side of the water :+_' N > 22 E I I <'4 Vj I X 8 I o 1 e ontrol diameter closet. V n 5 o v o CD X co X 8 I E 70 80 1 00 L - - - - LJ �� 50 6Q f-!. 2`2 so UT � < W�C5M E LO CD M I I 0 42" min. if = J / E floor main entry pct O -20 eo o.D wall permits U39-41 Uce) or 24" min. W(a) pull side (b) push sid N door close -2O 10 ®o I (D CD door open— X X x 54 min E a_ C `o I emergency ® O 9 0 � � � 1 � � °' 12 min o0 push side, (d)or provided \ / alarm D O ® 0 � 00 i 18 with o raised octagon ro ��4 min 36min X incised 16" TO 18" 12m n 12 min both closer and latch i I emergency FIG. 404.2.3.5 M stop j Maneuvering Clearance at Recessed Doors 60 min I co 60 min � (°) (b) (°) � Sectio I � Panel Detail Control Height Accessible Water Closets 609.41 7-9 32min 32min 32 min (a) (b) i Fig. 604.2 Circular T-Shaped Elevator Control Panel Water Closet (a) Below Grab Bar Detail (b) (c) Location Fig. Wall 11 Sliding Door Folding Door Fig.Dispenser Side Wall Grab Bar FIG. 6- Fr (a) g Location for Water Closet Water Closet - Front View Hinged Door FIG. 304.3 FIG. 404.2.2 Size of Turning Space 80 min 68 min Clear Width of Doorways CLEARANCES- PUBLIC LAVATORY CLEARANCES- PUBLIC LAVATORY E I I E E E E W E I I I o I � �, � �, Other fixtures not allowed o I I E I I I within this area 18 �- U —mss 0 L - - - - - - � min 71 48 min -- --- - I - - , x Z 48 min I 42 min _ 36 min / ? O m 60 min 1 b E ( ) r7 u J E ' FIG. 305.3 30 min Parallel Approach (a) (b) Size of Clear Floor Space Centered Door Location Side (Off-Centered Door) Location00 `D i H a I Z \ Forward(Approach 1 606.3 Height ZO / FIG. 407.4.1 L - - - - - The front of lavatories and sinks shall 0 ? FIG. 305.5 be 34 inches max. above the floor, Inside Dimensions of Elevator Cars measured to the higher of the rim or ❑ o;� Position of Clear Floor Space 60 min g o - counter surface. Size of clearance for Water Height of Lg. avatories tories O Closet g and Sinks (c) - 36 min F--� 60 min FIG. 404.2.5 Two Doors in a Series coo CLEARANCES- PUBLIC LAVATORY X U I� I n — I ICC/ANSI A117.1- 1004.11.2.1 DOORS L - - - _ - J DOOR MAY SWING INTO BATH IF 30" X 48" c CLEAR FLOOR SPACE PROVIDED BEYOND DOOR C I I I I I I � - - - Jco ARCH. Z t{ E I I I I O U 1 co 1 (a) Parallel Approach , O 18 in I I Forward Approach v FIG. 305.7 �' ,' ,� `C) ED ommmi � O �\ �i �c , , Z Maneuvering Clearance in an Alcove i i Front Approach, NOTE: X = 12 in Min. if door � <\\ ❑ Pull Side has both a closer and a latch Front Approach, o Push Side o� \\ r - X ACCESSIBILITY- MANEUVERING CLEARANCES @ DOORS I I e 1 I door swings easily with no I >- E I ( optional auxiliary handle to closer or with a time delay X >_0 I 22min aid in closing the door if door closer--force to open a —. t. V does not automatically close door is limited to 5 lbs. W for interior doors and 8.5 NOTE: X = 36 in minimum sidelight or glass panel lbs,for exterior doors If Y = 60 in in door recommended m X = 42 in minimum NOTE: X = 12 in minimum to allow view clear opening of 32" or ACCESSIBILITY- SIGNAGE ❑ If Y = 54 in if door has both a closer and a latch of on-coming traffic more when door is open (C) NOTE: Y = '48 in minimum if door has both a closer and a latch 90 degrees Hinge Approach, door handles with I I V. Pull Side (e) - bichos operable permanent easy-to-read Hinge Approach, without grasping or Hush Side twisting;mounted room signage with tactile no higher than 48" numbers and Braille recommended,ANSI 4.28 12" (1'-3"FOR 516N5 ON ! i PULL SIDE( DDOR) I I 7- PIGTOGRAM,COLOR 2 ® PIGT06RAM,COLOR 2 24 min ( ' I (TYP) (TYP) 24min F- I h I RAot1pRY PICT M,COLOR 2 PICT GRAM,COLOR 2 Z I F_ FIELD,COLOR I (TYP} — nYp FIELD,DOLOR I (lYP) (Typ / - w H- c ( I I ALUMINUM FRAME ALUMINUM FRAME U Q E I I Y r o �� I I ��I ' I clear floor space 3/4"TEXT,COLOR 2(TYP) = 3/4"TEXT,DOLOR 2(TYP) = SIGNAGE for approach cam' 0 NOTE: Y = 54 in minimum I and closing doorE S T < I I if door has a closer I ' I ! o _ G,. optional kick tote ` �� Tear min. NOTE: Y - 8 In minimum p p .: 36 on push side for accessible i loser A or has a c I Late h Approach, If do I P P 1 route `v rprotect do o to I \ \ m ! P TY ICA DOOR Pull Side ( 9) r 0 m L i o �' do 0 o � ..- surface f r-- La tch A Approach, I P r FI FIELD,COLOR TY L 2 P FI R D GO 0 2 TYP EL L I Push Side i , ) ,.., :... r....... ................. .................................................................................... ..•:...:.... . :•.... ....... .::::::::.•::.•.�..... -- d� �-- \ i FIG. 404.2.3.2 .-:.•,. .•... ...,•.•-.`;•-:"= :-:;: :>::•:::;::_:: , 4._0, :.:... .::. :::.::.... ....... I � I ,•� :.:...:: :..:•:� , +H'i? s:::;:::. t 3 E'to GRADE II BRAILE GRADE II BRAILE {}:•::{•:tiff•••••.u.}:ri.,Y.••.�•ir.•::.}•:; :::.......k:��.ti•'ni::'J:•:�.:. Maneuvering Clearance at Manual Swinging Doors J ! :;;::sr:::::::••••c•:• k>_':£'' >• ANNOTATION,TYP — ANNOTATION TYP Jp TYPE - 1 TYPE - 2 non-slip floor 1 clear y ;c .: ;': y;.:�: to 5 O surfaces and/or co min.for 4'-0 mat recessed accessible i into floor, �' ! cl route, ANSI 4.5 EI. ANSI 4.3 J OU' I ' ver law or no threshold SIGNAGE TYPES 0 0. 22min � IB"min.--� y SIGNAGE LOCATION o o --�` 24"preferred Features of ANSI Complying Accessible Doors SCALE: 6" = 1'-0" clear floor space beside door SCALE: 1/2" = 1'-0" W uu (a) (b) on pull side so user can get out ANSI 4.13 Front Approach - Sliding Doors Pocket or Hinge Approach - Sliding Doors of way of door swing;the actual Notes in italic type are and Folding Doors and Folding Doors recommendations only maneuvering clearances required PART TWO: CHAPTER 3 Ln 0 6e end on the direction of and are not required by N P FAIR HOUSING ACT DESIGN MANUAL .approach to both sides of the ANSI or the Guidelines. o door,ANSI 4.13.6 GENERAL NOTES: 1. ALL APPLICABLE STATE, CITY,AND FEDERAL CODE REQUIREMENTS SHALL BE MET, AND COMPLIANCE WITH 2010 NEW YORK STATE 11 24 min BUILDING CODE, AND THE AMERICANS WITH DISABILITIES ACT AS SUPPLEMENTED BY THE UNIFORM FEDERAL ACCESSIBILITY ♦- GA5T ALUM 516NA6E STANDARDS IS REQUIRED. IF THERE ARE ANY CONFLICTS BETWEEN STATE AND LOCAL CODE AND SIGNAGE DRAWINGS INCLUDED IN Z THIS CONSTRUCTION SET,THEN THE ARCHITECT SHALL BE CONTACTED TO RESOLVE THESE CONFLICTS BEFORE SIGNS ARE W FRAME MANUFACTURED. E I 2. CHARACTER PROPORTION: LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND O a m A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. J �,� C) 3. RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS): LETTERS AND NUMERALS SHALL BE RAISED � Y ` 1/32 IN MINIMUM, UPPER CASE,SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. LU w w RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. HIGH,BUT NO HIGHER THAN 21N. PICTOGRAMS SHALL BE ACCOMPANIED BY Q U Q THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM (C) SHALL BE 6 IN. MINIMUM IN HEIGHT. Z V Stop or Latch Side Approach - Sliding Doors and Folding Doors - REMOVABLE PLASTIC U 4. FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON GLARE (n v J w 4 NOTE: All doors in alcoves shall comply with the clearance for front approaches W INSERT FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. COLORS AS SELECTED BY OWNER. W LINE OF REMOVABLE TOP d 5. FACIUTIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY CODE SHALL USE THE INTERNATIONAL SYMBOL OF FIG. 404.2.3.3 /� SOTTOM GOVERc ACCESSIBILITY. THE SYMBOL SHALL BE DISPLAYED ACCORDING TO CODE. ❑ (V� - Maneuvering Clearance at Sliding and Folding Doors _ T�PIC!-1L SIGN PROFILE 6. TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL BE MOUNTED V . AT 5'-0" ABOVE THE ADJACENT FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. IN-LOCATIONS HAVING U DOUBLE DOORS, TACTILE SIGNS SHALL BE MOUNTED TO THE RIGHT OF THE RIGHT DOOR, WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE 0 PLACED ON THE NEAREST ADJACENT WALL. FOR DOORS THAT ARE RECESSED, PLACE SIGN ON NEAREST H } CORRIDOR WALL. IF NONE OF THESE CONDITIONS CAN BE MET, PLACE SIGN AT 5'-0" AFF IN THE CENTER 0 m OF THE DOOR. _ 3 w J Z < <. . v L � co SIGNAGE TYPE SCHEDULE �� o� T C '0 TYPE DESCRIPTION SIGN DIMENSIONS LETTERING 1 LETTERING 2 PICTOGRAM ANNOTATION MATERIAL ROOM NAME ; Z WIDTH HEIGHT HEIGHT FONT HEIGHT FONT HEIGHT BRAILLE k { 1 ACCE5515LE RE5TROOM 6" 9" 3/4" GILLSANS — — 5" YES 5EE NOTE5 AGGE551BLE PUBLIG 0 238�� RESTROOM � O 2 ACGE551BLE RE5TROOM 6" 9" 3/4" GILLSANS — — 5" YES 5EF NOTES AGGE551BLE PUBLIC ❑ 0 RE5TROOM JOB NUMBER w2016023 SHEET NUMBER W 0 G- 106 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED II WATER RESISTIVE BARRIR PRIME THE DENS GLASS (WRB) DON'T ADHERE SHEATHING W/ 3M-90 AFTER E WITHIN 8" OF R.O. VYCORNERS ARE INSTALLED 0 0 b b' CUT IN WRB (APPROX. 45') •}-� U EXTENT OF WINDOW OPENING EXTENT OF WINDOW OPENING V a. EXTENT OF WINDOW OPENING Q.� — CUT OUT WRB 1 BEYOND /i `9. \ /i /i \ /i / /i /i /i /i / / /i I�� /i I�� /i I�� /i I�� /i I�� rn THE JAMB & HEAD OF \ _ \ _ \ _ \ _ \ _ \ _ \ _ \ _ \ _ \ _ THE R.O. CUT WRB FLUSH \I I PRIME DENS GLASS `_ N o ` \ i\ -I\ DENS GLASS SHEATHING I \� N \ AT SILL \ \ _\ SHEATHING & ALL \ \ \ _ \ \ \ _ ,E oo z _ — EXTENT OF WINDOW OPENING �/% /�,� AROUND INSIDE OF �� /� /� /� v x VYCOR FLASHING LAPPING 0 - 01 ROUGH OPENING I \ -I I \ I Q w = M SCREW INTO PLACE 5"X5" /i �� OVER VYCORNER BY 1 0 co 2 2 \ �� i�� \ TEMPORARY SECURE WRB AWAY /�� i%� PRE-FORMED PLASTIC FLASHING �/� \/�� ONTO DENS GLASS U M co \ \ \ \ - SHEATHING !� � \ CUT WRB 1 \ I FROM WINDOW OPENING W/ TAPE ' -I -I VYCORNER CORNER GUARDS MIN. ' —I —I co HORIZONTALLY 6 r / �� DO NOT TACK IN PLACE WITH ��\` � / ` � // � �� BEYOND JAMBS BOTH 4" \b" 6 4 \ -\ SCREWS ON THE SHEATHING (ONE \ \ SIDES / \ SCREWS OR STAPLES / �� b'� r r - I '-I -I PER CORNER), 1 SCREW ON THE `_I ' \� \�-' ' \� \�' \ ' ` VYCOR FLASHING LAPPING NOTE: JAMB, 1 SCREW ON THE SILL TAP I \. INSTALLATION SECUENCE & WINDOW /�� /�� /� /�� ALL SCREW HEADS DOWN W/ A OVER VYCORNER BY 2" & Ll MOCK-UP SHALL BE REVIEWED ON - I HAMMER LAP OVER WRB SITE WITH THE ARCHITECT, OWNER & APPLICABLE MANUFACTURER'S REPRESENTATIVES PRIOR TO WINDOW �, INSTALLATION ON THE PROJECT _ (V STEP I STEP 2 STEP 3 STEP 4 ALL SURFACES ARE TO BE GLEAN AND DRY GUT WRB AT WINDOW OPENING 4" BEYOND THE ROU6H OPENING ON THE JAMBS 4 HEAD. INSTALL "VYGORNER" CORNER GUARDS AT BOTH SILL CORNERS WITH SGREWS PER MANUFAGTURER'S INSTALL q" WIDE STRIP OF VYGOR FLA5HIN6 AT THE SILL d LAP OVER THE VYGORNERS d WRB BELOW BY INSTIRUGTIONS 2". FLASHING TO EXTEND BEYOND VYGORNERS BY I" ONTO DENS 6LA55 5HEATHIN6 AT BOTH SIDES. GUT INSTALL HATER RE515TIVE BARRIER (WRB) OVER 5HEATHIN6. FORM WATER DENS 6LA55 TO ENSURE ADHE51ON OF VYGOR TO GYP 5HEATHIN6 USE 3M HIGH 5TREN6TH qO HORIZONTAL SLITS IN FLA5HIN6 AND FOLD FLASHING ONTO SILL ROUGH OPENING THEN FOLD UP WINDOW SHEDDING LAPS & SECURE AROUND ROU6H OPENING b" MIN. AWAY FF?OM ADHE51VE IF THE AIR TEMP 15 BELOW 40 DEGREES, OR MFRS STANDARD PRIMER IF AIR TEMP 15 JAMBS. ROUGH OPENIN6 50 THAT THE WRB GAN BE FOLDED BACK FOR WINDOW ABOVE 40 DEGREES. INSTALLATION. z w 1 WINDOW FLASHING SEQUENCE 2 WINDOW FLASHING SEQUENCE (�3 WINDOW FLASHING SEQUENCE 4 WINDOW FLASHING SEQUENCE Z) Z) G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE U G-107 NOT TO SCALE o � z 0 m 0 �— CUT VYCOR FLASHING T VERTICALLY & ADHERE LEG 9" WIDE VYCOR FLASHING ON DENS CUT VYCOR FLASHING VERTICALLY & I-�--1 TO UNDERSIDE OF WINDOW _ GLASS SHEATHING TURNED INTO ADHERE LEG TO UNDERSIDE OF WINDOW z HEAD ROUGH OPENING b" "' WINDOW HEAD ROUGH OPENING 5� 1�yRRPJ IN �PEA�If SEALANT AT THE 0 �— 9" WIDE VYCOR FLASHING ON `r INSIDE CORNERS OF THE WINDOW SECURE THE WINDOW PER ❑ H DENS GLASS SHEATHING - - - ' - ' - ' - ' - ' - ' - ' - OPENING & CONNECT HORIZONTALLY TO CUT VYCOR FLASHING � '-` TURNED INTO JAMB ROUGH OPENING HORIZONTALLY & ADHERE 'I _ SEALANT ON JAMBS INSTRUCTIONS. LEG TO SIDE OF JAMB ROUGH j ° ° ° WIPE OFF AND REMOVE EXCESS SEALANT. t-�I CUT VYCOR FLASHING VERTICALLY & OPENING ADHERE LEG TO HORIZONTAL SILL ' ° ° � I/4 - 38 FLASHING � / _ r/ SCREW WITHIN 4" FROM CORNER \ �— EXTEND VYCOR FLASHING DOWN TO \ �, \ AND EVERY OTHER HOLE PER z W O 41 41/2" ALIGN WITH BOTTOM OF SILL \ 4 � �- � � ' ,� 1 ° WINDOW MANUFACTURER 0 FLASHING INSTALLED AT STEP \ \ RECOMMENDATIONS. 0 r U z 0 0 Cie -- --- ----- -- - ° ° 0 ° ° O0 U _ H 2" 2" PROVIDE SEALANT W/ (2) z 22" WIDE ESPACES FOR ❑ FA>6GCOVERED PEEL & STICK STEP 5 STEP 5 STEP I STEP b INSTALL q" VYGOR FLA5HIN6 AT EACH JAMB 50 THAT 4 1/2" GAN BE GUT VERTICALLY INSTALL q" VYGOR FLA5HIN6 WINDOW HEAD 50 THAT 4 1/2" CAN BE GUT HORIZONTALLY FOLDED INTO THE APPLY A HEAVEY BOND OF PROTECTED URETHANE SEALANT ONTO THE VYGOR FLA5HIN6 I/4" FROM THE INSERT WINDOW INTO ROU6H OPENIN6 CENTER BETWEEN JAMB5. MAINTAIN A MAXIMUM 1/4" 6AP FOLDED INTO THE JAMB. EXTEND THE FLASHING 3" BEYOND THE ROUGH OPENING AT THE SILL JAMB5. EXTEND THE FLA5HIN6 b" BEYOND THE ROU6H OPENIN6 AT THE HEAD TO OVERLAP THE VERTICAL JAMB ROUGH OPENING UP THE JAMB5 $ AGRO55 THE HEAD. PROVIDE SEALANT H/ (2) 2" WIDE SPACES FOR BETWEEN THE BOTTOM OF THE WINDOW $ THE SILL ROU6H OPENING. HEAD. FLASHING. DRAINA6E. SECURE THE WINDOH TO THE WALL PER MANUFAGTURER'S INSTALLATION INSTRUCTIONS. RUB VYGOR FLA5HIN6 SMOOTH WITH GRAFT BAGKIN6 PAPER TO ENSURE GOMPLETE BOND. RUB VYGOR FLA5HIN6 SMOOTH WITH GRAFT BAGKIN6 PAPER TO ENSURE COMPLETE BOND. APPLY HEAVY BOND OF SEALANT AT THE IN51DE CORNERS OF THE SILL ROUGH OPENING BY 3" CONNECT TH15 SEALANT TO THE VERTICAL JAMB SEALANT WITH A HORIZONTAL BEAD. w 5 WINDOW FLASHING SE:QUENCE ( 6'� WINDOW FLASHING SEQUENCE ( 7'� WINDOW FLASHING SEQUENCE 8 WINDOW FLASHING ,SEQU ENCE 0 m G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE ❑ FLASHING / EXTEND TAPE 1" PAST Q j TERMINATE VYCOR 1 HORIZONTAL EDGE OF WRB AT I ABOVE TOP OF NAILING FLANGE WINDOW HEAD j TERMINATE VYCOR FLASHING 1 BEYOND EDGE OF VERTICAL w JAMB FLASHING \ / �— USE WRB 3" WIDE APPROVED WRB w ° ° ° _° ° TERMINATE VYCOR FLASHING 1 _ � �I 1 \ \ BEYOND EDGE OF VERTICAL JAMB TO VYCOR E TO F�LASHINGICTO BOTH AL EDGE SIDES 0 \ FLASHING i OF WINDOW JAMBS 0 j 4" WIDE VYCOR HEAD rr \ 4" WIDE VYCOR JAMB \ rr \ FLASHING OVER NAILING rr APPLY 6"X 3" PIECE OF APPROVED WRB FLASHING OVER NAILING FLANGE TO BE HELD OFF TAPE TO SEAL HORIZONTAL CUT IN WRB MADE 1/4" 6AP l� FLANGE TO BE HELD OFF \ \ WINDOW CASEMENT BY 1/4" DURING STEP 1 AT BOTTOM OF THE WINDOW WINDOW CASEMENT BY 1/4" j I / \ 14 1 ' \ / \ / \ EXTEND TAPE 1 " PAST SILL FLASHING INSTALLED AT j / COR FLASHING / / / \ TERMINATE VY / \ j / \ � � I / \ I / \ STEP 4 / \ 2" BELOW BOTTOM OF NAILING FLANGE _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m l � z ; I 6" 0 0 z STEP 10 STEP 1I o � STEP q STEP 12 0�, � INSTALL 4" WIDE VYGOR FLASHIN6 AT BOTH JAMB5 RUB VYGOR FLA5HIN6 SMOOTH WITH GRAFT BAGKIN6 INSTALL 4" WIDE VYGOR FLASHING AT HINDOW HEAD $ RUB VYGOR FLA5HIN6 SMOOTH WITH GRAFT BAGKIN6 PAPER REMOVE TEMPORARY TAPE FLAP WRB BACK OVER VYGOR FLA5HIN6. U51N6 3" WIDE HRb MFR APPROVED TAPE, TAPE THE VERTICAL JAMBS IF THE WRB TO THE VYGOR FLASHIN6. W Wf I 1 PAPER TO ENSURE COMPLETE BOND. TERMINATE JAMB FLA5HIN6 I" ABOVE d 2" BELOW HINOOH NAILIN6 TO ENSURE COMPLETE BOND. TERMINATE HEAD FLA5HIN6 I" BEYOND ED6E OF VERTICAL JAMB FLA5HIN6 EACH 51DE U5IN6 WRB MFR APPROVED TAPE, TAPE THE BOTTOM HORIZONTAL GUTS IN EXTEND THE TAPE I" BELOH HORIZONTAL TAPE APPLIED DURING STEP 11 d BY I" ABOVE HRB AT WINDOW a' j FLANGE. OF WINDOW. THE WRB. HEAD. ' 0 HOLD FLA5HIN6 1/4" OFF WINDOW CASEMENT ALL AROUND. HOLD FLASHING 1/4" OFF WINDOW GASEMENT ALL AROUND. N a ('9""'� WINDOW FLASHING SEQUENCE 10 WINDOW FLASHING SEQUENCE ('I 1 WINDOW FLASHING SEQUENCE ('12 WINDOW FLASHING SEQUENCE z G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE ►�i w o U > HORIZONTAL TAPE TO W ~ z U COVER & SEAL TOP EDGE APPLY 6"X3" PIECE OF APPROVED 0_ OF JAMB TAPE WRB TAPE TO SEAL DIAGONAL BP.CKSIDE OF WIND - 4 3 - w --- USE WRB 3" WIDE APPROVED b CUT IN WRB ENSURE CUTS ARE 0 COMPLETELY SEALED ^ C� WRB TAPE TO SEAL HORIZONTAL \ E / BEAD SEALANT APPLIED - ❑ V---� I" EDGE OF WRB TO WINDOW HEAD — — _ VYCOR FLASHING DURING-SEQUEf�fC STEP 7 W L H APPLY SEALANT CONNECT z m W TO SEALANT IN CORNER OF a Q rr EXTEND TAPE 1" PAST rr WINDOW qO--COM __ VERTICAL EDGE OF WRB - z BARRIER o � � TAPE AT JAMBS �.0 �g . TCOF INTERIOR r w DRYWALL STEP 13 / \ 'y o23g�° yc� ° ° ° ° ° U51NO WRB MFR APPROVED TAPE, TAPE THE ° ° ° ° ° STEP IS _ �T� HORIZONTAL EDGE OF THE WRB AT THE WINDOW AFTER WINDOW INSTALLATION, PROVIDE SEALANT ; ❑ �F NES HEAD. TAPE TO EXTEND I" BEYOND THE TAPE STEP 14 BACKER-ROD ALON6 BOTTOM EDGE OF THE IN510 APPLIED TO THE JAMB5 DURING, STEP 12 @ LAP U51N6 WRB APPROVED TAPE, FACE OF THE WINDOW FRAME. SEALANT TO JOB NUMBER OVER TOP EDGE OF JAMB TAPE ONTO WRB. TAPE THE DIAGONAL GUTS IN CONNECT HITH SEALANT AT WINDOW CORNERS THE WRB. INSTALLED DURIN6 STEP , TO GOMi✓'LETE THE 2016023 WINDOW AIR BARRIER. _ iii Q SHEET NUMBER ('I 3 WINDOW FLASHING SEQUENCE 14. WINDOW FLASHING SEQUENCE ('1 5 WINDOW FLASHING SEQUENCE In G-107 NOT TO SCALE G-107 NOT TO SCALE G-107 NOT TO SCALE c/) G- 1071 o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I C) f j E I N V %Mole R � � ,1,� U U 12- C) ' : U 4�d � U) ^ v V >C,4— C-4 — N N } y a)ZCi_ d 7 L Wax- 0) p CANTILEVERED FLOOR Q w M METAL SOFFIT _ L TYVEK..—.. U fl- 00 7/16"OSB SHEATHING � Cl) ® WOOD JOISTS C° SILL GASKET BATT INSULATION a I��• /Top CAULK TYVEK. TO CONCRETE i D FOUNDATION WALL LAP&TAPE TYVEK... LAP AND TAPE TYVEK. LAP&TAPE TYVEK® FROM JOINTS(UPPER SHEET WALL OVER TYVEK® AT JOINTS OVER LOWER SHEET) FROM EXPOSED FLOOR. BATT INSULATION I ANCHOR BOLT SECURE SIDING STARTER ® PARGING&DRAINAGE LAYER BATT INSULATION STRIP OVER JOINT. VINYL SOFFIT ® CONCRETE FOUNDATION WALL STAPLE VAPOR RETARDER LAP'AND TAPE TYVEK®AT JOINTS ' WOOD STUDS STAPLE VAPOR RETARDER BETWEEN JOISTS&J UPPER SHEET OVER LOWER SHEET) O �a BETWEEN JOISTS&TO E7- BATT INSULATION TO U/S OF SUBFLOOR TYPICAL WALL U/S OF SUBFLOOR VAPOR RETARDER TYPICAL WALL U) H FLOOR WALL INTERFACE DETAIL Z W BASE OF WALL DETAIL 3 CANTILEVERED FLOOR DETAIL Z) 1 TYPICAL WALL ISOMETRIC 2 4 0 Z O WINDOW CAULKING w Z MINIMALLY EXPANDING O POLYURETHANE FOAM OR , APPROVED CAULK U (AROUND WINDOW RSO) I ❑ �� WRAP TYVEK®INTO OPENING&TAPE TO f " EXTEND O •� SILL(ESP. @ CORNERS) �� PENETRATION USING TYVEKg FLEXWRAPTM AT TOP PLATE LAP 6"&TAPE TYVEK® TYVEK...--- USING INYL (ex. EXHAUST VENT) LAP&TAPE TYVEK._",,,--- USING OVER VTYVEK DRIP FLEXWRAP- SPACER I ION OVER SHEATHING L ' AT JOINTS(UPPER SHEETMINIMALLY EXPANDING Lr ^ PROVIDE WOOD OVER LOWER SHEET) POLYURETHANE FOAM OR VENTED BLOCKING & CAULKING APPROVED CAULK SECURE TAPED JOINT (^\ METAL SOFFIT [�] MINIMALLY EXPANDING FLANGE (AROUND WINDOW RSO) w/VINYL J-TRIM Z ^ O POLYURETHANE FOAM (SEALED TO PENETRATION) FASTEN TYVEK®FLEXWRAPTM I t O OR APPROVED CAULK CORNER USING MECHANICAL WINDOW WITH C) SEAL/TAPE TYVEK. INTEGRAL MOUNTING INSTALL TYVEK®FLEXWRAPTM+ U AROUND PENETRATION FASTENER ( r TO FLANGE(USE FLANGE OVER MOUNTING FLANGE. LAP � � v TYVEK® FLEXWRAPTM INSTALL TYVEK®FLEXWRAPTM _ TYVEK®&TAPE JOINTS. r FOR LARGE OPENINGS) AROUND PERIMETER OF OPENING MINIMUM ROOF INSULATION Z [�1 ABOVE EXTERIOR WALL TO O EQUAL VALUE OF WALL INSULATION r 1 O v ® CAULK AIR BARRIER LL ®® (FROM CEILING)TO 0 O TYVEK® Z ❑ 5 WALL PENETRATION DETAIL WINDOW HEAD DETAIL 6 WINDOW SILL DETAIL '� 8 ROOF WALL INTERFACE DETAIL A. Cut DuPont`^^ FiexWrapTm at least 12" longer than width of rough opening sill (S). A. Install window/door according to manufacturer's instructions. (illustration A) Create `slits to slide head B. Remove first piece of release paper, cover horizontal sill by aligning inside edge of sill, and adhere into rough opening across B. Cut two pieces of DuPontT,, StraightFlashW or FlexWrapTMfor jamb flashing extending 11" above window head flange and below W SENERAL INSTALLATION NOTES: sill and up jambs (min. 6"). Cover horizontal sill by aligning FlexWrapT11 edge with inside edge of sill. bottom edge of sill flashing. Remove release paper and press tightly along sides of windlowframe. (illustration B). U) flashingand barrier strip „ I, C. Remove second release paper. C. Cut a piece of DuPont- StraightFlash- or FlexWrapTM for head flashing,which extends beyond outer edges of jamb flashings. Remove m MODIFIED I GUT- START AT THE TOP GENTER underneath hour wrap, release paper and install completely covering mounting flange and adhering to exposed sheathing or framing members. (illustration C) ❑ AND MAKE A VERTIGAL GUT RUNNING fasten with nails, then � TWO-TH RD5 OF THE WAY DOWN THE OPEN I N5. p�uPr°at" 0 , tape the slits in the Wrap raP. - goe orsr'rerr• J,. . Eiji,',,I,' GUT HORIZONTAL LINEGR055 THE _ N �,�rrrs - - - - - - - - - - - - - - - - =_ - - - - - - - TOP OF THE WINDOW OPEN I N5. 'tet ,- DuPont DuPon ppP° f/ �) eV{fraPtr e" `! -� DuPont i rHP - - - - - - - - - - - - - DuPont~ elte ~ / �j��/ Z I Me . scfe^cel �ji J' DuPont a Nps ihemfn,,tes /� / P O !► N°��Vmrrorksclsrknre' I. _ �1 eyVrapo s ,.ce LU r� l yNraP No fhem'cncles0� D �e�+{Ir9 science' i I N inrnrrodes. j - j FROM THE 5TOPP I NC POINT, GUT _ rap• No ,,esol I = _ - Q j °' eU► s,tence- The intro = _ (� D I A60NALLY FROM BOTH THE LOWER R 5HT i Nom`" m 5 - O ere I',4' i,:;;I D"P �► � _ puP = e ;, , , > 1�' nnt. �s AND LEFT GORNERS, GREAT NC AN INVERTED - tM /e DpP°nf6 DuPont" 6 a 9 NOB irorUs O/srM ' _ <, \\� .=� I — — — — — - — — O�Pr• o)srrenre' illilil 'e>u '=- rOP• I I I I I I I I - DpP a P t`" nem t'' ` ';}y 1. , t 1 e{f11 knrt I OR UPSIDE DOWN Y . TH 5 Y GUT HILL i a r rpe� ,fence' - puP° �� 1: S :; 1 d me t No 9P fes 1 -I " 'It,'Il '�'t' _ 1< eyllr Bence DuPontn �� N Tfremrr raP` MAKE THREE HOUSEWRI�P FLAPS. s e �(Q( t ;;�. . - - - - - - - - - - - - - - - - N� lrocfeSOf � L�y �!e fsoJsden %rr +` ;ai!i ', F' { Thep, �e raP` scje^ce \`\. The ;il'. CB) I N� mj1ecles°f _ :` _ h• CA) �C7� Pnnt- �6a ,--_ n The �� -: ,-' `- ` z= D� e - t DuPO^t. e!` o i I p 1 \ \\ f BP` I TneW+raP,serenee" , Minimum ,�\`l Y-1 14OFv Nn��rsersnrnrFeyYrsP JsrR°1r PULL EAGH OF THE FLAPS TIC HTLV INSIDE n T "° The °cres 6-1 _-- - t.e _ \\ int 1. - tt,r into. THE ROUSH OPEN I NC AND ATTAGH THEM TO r pP e ' THE FRAME WITH NAILS, STAPLES, OR TAPE. , N��emlrocres°fscre Ir 3nPnt" e��" F ✓j D ° a FLASI1� G :- ' 4 �(��y/yraP' Z �7 a srK�re' t— d Z I I T W INSTALL THE WINDOW AND DOOR AGGORD I N5 TO THE 0� t , 0 I MANUFAGTURER'5 I NSTRUGTI ON5. THE FINAL STEP 15 TO Z Z t A. Fan DuPont,, FlexWrapT^^ at bottom corners onto face of wall. A. Apply continuous bead of caulk to wall or back side of TAPE OR FLASH ALL SEAMS AND FLAN5E5 SECURELY. ; window mountin flan a across jambs and head but leave a B. Firmly press sill flashing to ensure full adhesion. 9 g 1 THE FLASHIN5 SHOULD ALSO BE INSTALLED IN C. SECURE FANNED EDGES WITH MECHANICAL FASTENERS. bottom sill flange uncaulked. s AGGORDANGE WITH MANUFAGTURER'5 IN5TRUGT ONS AND (i.e. CapNails, staples, screws, etc.) B. DO NOT APPLY CAULK ACROSS BOTTOM SILL FLANGE. o AGGORDI NC TO A5TM 2112 STANDARD. ; Q0 O H m Y r G W W W Pont" --� _ ■ts �� _ 0i�„' Z °nt. �0eV{IraP° Scrence (n `4 DuP NDyT The,nfrodes I - [� !'s W pP The miinc '`/ ❑ hr, a i i it NOS The mfrocfesOJ 5 c1 e^ce x -r The.. modified "F-cut Wrap rDp�P°�nt(��O _ i T �IraP" --� ",�,�---- o^tom e ~ Ont" m Owe ofscfe^ee e o J creates three flaps that e H cies r� PontR r i) �rmrro - \�\\\� a raP Hence z co i 7r y►fraP` @ ��\�� r++ of o co are wrapped around the �e sde �- hemrroere _ � N� lroeres°J � ' : < ;\\\\ t h f coCn A / Them y n,eN�raP scfe^ce. > t `� L'171 window opening ! ��`�\� �� em fes°j i \\�\\\� ' y� a fh ,roe t� Le kn.e" emlrodes°Jsc �y sC 3f TYVEK HOUSEWRAP SEQUENCING DETAIL ❑ OF NE� JOB NUMBER A400% A000% rm% L 11 M1 w2016023 U) SHEET NUMBER 2 W G- 108 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I II 1 . LY/ �l E O GEMENT BACKER BOARD y TUB SURROUND FINISH U Uu TUB UNIT I n ] U INTERIOR INSULATED WALL.BEIYEEN V.}..Jr/ A TUB UNIT TUB SURROUND CONDITIONED SPACE AND ATTIC a-' c C ` (BEYOND) RlJU6H STRINGER • � 2SZo +� N,' S INSTALL PLUMBING AT —CONTINUOUS BEAD OF SEALANT � 2 w Z _ INTERIOR WALL U 2.9 tQ Lo CONTINUOUS BEAD OF CONTINUOUS BEAD OF ADHESIVE GYPSUM BOARD L x M SEALANT (BOTH SIDES OF WAW OF SEALANT D U (.� I- N 00 T TUB �/ M PROVIDE BLOGKING AT o AT EXTERIOR CAVITY AWALL 0 d INSULATED EXTERIOR FLOOR TRU55 STUD WALL ASSEMBLY THIN-PPHROFIILE WALL EXPANDING ISL OR INTERIOR VERTICAL CHASE FOAM PROVIDE INTERIOR SHEATHING —Z SEALANT E�erch nne talo ails>ynd}osrks '+ ;<;�; p `~ _ r`,: AT EXTERIOR WALL PRIOR CONTINUOUS BEAD OF TO INTERIOR WALL ASSEMBLY SEALANT GONTIt�0U5 BEAD OF SEALANT EXPANDING FOAM � GONTIM10U5 BEAD ' ra OF SEALANT WOOD FRAME j FLOOR ASSEMBLY INTERIOR GYPSUM WALLBOARD 2x4 BLOGKIW LADDER BLOCKING A5 RE:Q'D AS AIR BARRIER INSULATED EXTERIOR WALL z EXPANDING EDAM SEALANT ~ Z W Z) U O p Ln SECTION THRU STAIRWAY SECTION M WALL Z O m AIR SEALING @ STAIRCASE (' I '� TYP. DUCT TAPING AIR SEALING @ VERTICAL BATHROOM CHASE 8 AIR SEALING BEHIND TUB 12 AIR SEALING @UPPER FLOOR RIM JOIST 15 UNCONDITIONED SPACE W z AS-1 SCALE: 1 1/2', = 1 '-0" �� AS-1 SCALE: 1 1/2" = P-0" AS-1 SCALE: 1 1/2" = P-0" AS-1 SCALE: 1 1/2" = P-0" AS-1 SCALE: 1 1/2" = 1 '-0" } O 0 311 LII 11 0 311 611 �1 0 311 611 �1 0 311 LII �I 0 311 611 �I j� El INTERIOR COW.TIOLED O w SPACE - WOOD FLOOR ROOM ABOVE 6ARA6E TRU55 ASSEMBLY CAVITY INSULATION WOOD FLOOR TRU55 ASSEMBLY Z w O CAVITY INSULATION HVAC DUCT(HOLD Q =X TIGHT TO VOER51PE U OF SUBFLQOF� I I/2"RIGID INSULATION OF SEALANT BEAD GONTINUOU5 B -U'' . . N LL ji, N CONTINUOUS BEAD P ,^ OF 5EALANT Q GONTIN1 5,BEAD z GARAGE OF SEALANTMINIMAL ❑ INTERIOR CONDITIONED 04LONDITIONED 5PAGEa CONTINUOUS,BEAD OF SEALANT SPACE EXPANDING FOAM AT fwr :7 �--PREFAB FIREPLACE UNIT WINDOW PERIMETER } 44 "" R x t INSULATED DEMISING WALL EXTERIOR INSULATED WALL ar. ' k WINDOW UNIT A5 INSULATED EXTERIOR fs s y AIR BARRIER g s b �fi 5TUD WALL INSTALL INTERIOR SHEATHING ( 5"\� AIR BARRIER @ GARAGE ( 9"'� I N S U LAT E D FLOOR ABOVE GARAGE PRIOR TO INSTALLATION OF EXPANDING 5 MINIMAL PREFAB FIREPLACE UNIT . , WINDOW(PERIMETER T W SCALE. 1 1/2" = 1 '-0" SCALE: 1 1/2" = 1 '-0" AS-1 AS v -•' -- n G � rr - � - 0 311 611 1 I 0 311 611 1 p MAR FAGTURED RECE55FD LIGHT ENCLOSURE 6YPG1M BOARD BOX ENCLOSURE US BEAD ATTIC INSULATION " ATTIC INSULATION = OFNSENA�LANT j ATTIC TRL65 ATTIC TRF) i I i I I j — GONTINUOU5 BEAD �- OF ADHESIVE H I CONTINUOUS BEAD OF ! SEALANT W 'moi TYP. TYPICAL SPRAY FOAM ('2'� @ PLYWOOD JOINT & RIM JOIST CONTINUOUS BEAD o 3' MIN OF SEALANT AS-1 SCALE: 1 1/211 = 1 '-011 0 311 611 I MIN MIN — - FLOOR A55MEMBLY ! I j LlEXPAhDIN6 FOAM SEALANT AT PERIMETER LLEXPANDIN6 FOAM SEALANT AT PERIMETER CMW16BE.AD0F5EALANT WNTIWU5 BEAD OF 5EAIANT i I DRYWALL CEIL1t6 DRYWALL GEILIN6 I RECESSED LI61-TING FIXTURE RECESSED L19MN6 FIXTURE a �p V I i BLDCKIN6 n5 REQUIRED a e i .._;. z! O r� r- iV _ CONTINUOUS BEAD ( 6 '� AIR SEALING @ ATTIC RECESSED LIGHTING 10 AIR SEALING @ ATTIC RECESSED LIGHTING 13 AIR SEALING @ PRE FAB FIREPLACE PLATFORM CO SEALANT �I i I W W ! SCALE: 1 1/2" = P-0" AS-1 SCALE: 1 1/2" = 1 '-0" AS-1 SCALE: 1 1/2" = P-0" 11 II 1 11 II 1 II II 1 0 3 6 1 0 3 6 1 0 3 6 1 0 CONTINUOUS SILL SEALER 0 FULL WIDTH OF MUD51LL 1 ELEGTRIGAL WIRE -- -- ---- Z INTERIOR CHASE WALLS W ATTIG INSULATION �� w U a at FOUNDATION WALL A5 W y �g a PIPE PENETRATION //� AIR BARRIER Q Lu TOP PLATE WOOD FRAMING W 1 EXPANDING FOAM AT \ \\ I j (� ui PERIMETER OF PIPE \ \ p = Q Col !� 1 SHEATH INTERIOR OF GONGRETE 5LAB AS T U o C 'l�I Irls, �'�� t ' EXPANDING FOAM SEALANT ATTIC ACCESS TO Q AIR BARRIER Q Ln W _ CLOSURE AT EXTERIOR WALL ff +I OF INSULATION LEVEL THIN-PROFILE SHEATHING + tliL p 4 \ a ❑ w �, I"RIGID INSULATION � Q Itict1 CONTINUOUS BEAD Q WALL STUD OF SEALANTAle 6i� 1�'1 = ACCESS PANEL Q z J ,.... �. yX ,f DRAW ACCESS PANEL SNUG / Z ¢ ¢ O WITH PERIMETER SCREWS a / o ❑ . cn TRIM AS REQUIRED LADDER BLOCKING \ / p /�rD AR�'y/�, FIN15H CEILING \ U 5 SRT CA,� EXTERIOR INSULATED WALL W ('3'� TYP. AIR SEALING @ TOP PLATES 7 AIR SEALING @ PLATE ELECTRICAL PENETRATION 11 AIR SEALING @ATTIC HATCH 14 AIR SEALING @CHASE WALLS 16 AIR SEALING @EXTERIOR WALL - 'TFOF N _ 1 11 AS-1 SCALE: 1 1/21. = 1 '-0" ®� AS-1 SCALE: 1 1/2" = P-0" �� AS-1 SCALE: 1 1/2" = P-0" AS-1 SCALE: 1 1/2" = P-0" �® AS-1 SCALE: 1 1/211 - 1 -0 �� 0 311 611 7 1 0 311 611 ,I O 311 611 I 0 311 611 7 1 0 311 611 I JOB NUMBER . w2016023 SHEET NUMBER 2 ,t5,,g>jl L W G- 109 W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � I, W E U T ^ � CONT. 2"xh° BLOCKING TYP. UTERIOR WALL u O L ca ALIGN RIDGES 2"Xh" OUTRIGGERS @ I6" OL. - 2 U � "r �, f�M�FD SOFFIT 2 N p o N� 2d Z _555 V 11 7 U-) _� - -- - - - - I i x co L— + 4 Q w � M I"x " AZEK RAKE BD W/ C) 2' " GKING DFMIL $LOCK #PTLNOd6 U M 00 I"x 3"AZEK TRIM � � 0PLLOi 2 2 = IT o C° 5 A 6"AZEK TRIM B DY Tre'N' OR fLqu L c Rb 12 Rb G I"x8" TRIM (� 8 12 B 1"d' FASCIA a 1/v PLYWOOD SHEATHING JAMES HARDIE —' —�— I"xh" TRIM -- FIBER GEMENT 12 - CLAP BOARD 8 . - AVARIES RI - G 12 8 Ib' O"GABLE WIDTH GABLE END DETAIL b BLIND FLASHING (TYP) rb"BLIND ALIGN FASCIAS - N.T.S. RI _ 12 FLASHING (TYP) - AZM45 GROWN & 8� - - - - - - - - - - - - - - - - - - - - - - - - - - - MOULDING OVER IO" -STANDING SEAM l - METAL ROOF 8 .12 2 AZEK TRIM BD. I - 12" AZEK FRIEZE BD. -- T 'b BLIND R2 Z �-, " z r w ALIG FASGI — — — — — — - ALIGN FA5GIAE FLASHING (TYPa _ _ - I 0 -O' Z OH._ OH. OR — — OH. H. OH. 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WALL DERMA CAST COLUMN JAMES HARDIE L — — — J I �— 1— — _ _ � ® FITNESS BEYOND I I AZEK TRIM I I �----� ��j� � � 1 I 12 SQUARE HBSG J I i I I t^U TUSCAN GAP#54312 I FIBER GEMENT I I o o 0 I L _ _ 6" AZEK TRIM (TYP) I I I I 1 —�/ I I a BASE#54310(OR I I — 4'-0" 15'-0° LINE OF EXT. LINE OF EXT. WALL � � 13068 I �% -� � EQUAU(rYPU SHINGLE (TYP.) � — — — -� � 15LAND RAMP WALL ® YOGA ® OFFICE BEYOND L - - - I I I I 1 I I I I I - - J 0 �E� RC'yj I I I I I I FIBERGLASS I �� i ROOM BEYOND I I 1 INSULATED I I I U �'5 O��R cyF.p LI OF EXT. HALL DOOR L — I I f F ® EPTION BEYOND I I I I I I STEP FOOTING 1 BASEMENT 30° 7 , MAX SLOPE L — — — STAIR I (- — — — J w SEE DETAIL 2-R3 �_-_--- S �� I - - - - - - - - - - - - - - - - I I 3 0 - - - -1 - - - - - � 51 L - - - - - - - - - - - -L - - - - - - - - -1- - - - - - - - - - - - - - -- - - - - - - - - - - -1 L— - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - -L ❑ 1�OF. r1�� 1 NUMBER w2016023 R 1 C HT 51 DE ELEVATION RECREATION SHEET NUMBER V - 5GALE: 1/4" - 11-011 1 z BUILDING U) Lu 101 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED NOTE: n } APPLY ICE E WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK AND E MEMBRANE ARE AT TEMPERATURES OF 0 40"F(5"6)OR 1-116HER. CD .�l"' p IN5TALL ICE 4 WATER SHIELD PER L) MANUFACTURER'S 51PEGIFIGATION5 TO � a- MAINTAIN PRODUCT WARRANTY E u PRE-ENGINEERED ROOF ` m TR165E5 PER TRU55 MAN1F is N d Z HEEL HEIGHT VARIE5-5EE U E•B 6 Lo A TRU55 DRANW-5 FORL- x u)'B M B Rb 12 ACTUAL HEEL HEI6HT5 ///�� ` Q w co c M Rb VARIES U r� ' co M F- I NOTE: RID6E LINE M 0 4- 4 CONTINUED FROM n i i i FRONT ROOF d ( DENTIL BLOCK II bXbX& BY "FYPON" OR EQUAL VENTED VINYL SOFFIT 1z 12 - 8 2 8 AZM-45 GROWN MOULDING 5/4"x10"AZEK FRIEZE BD TYPICAL ROOFING: T' _ 5/4"AZEK TRIM BD ARCHITECTURAL 5HINGLES 15# FELT UNDERLAYMENT 1 1 .111 11 1- I �� I"x 8"AZEK RAKE BD W/ 5/b" PLYWOOD 5HEATHIN6 - I"x 3"AZEK TRIM b"AZEK TRIM DETAIL 1 I"x b"AZEK RAKE BD W/ 1"x 3"AZEK TRIM ��' - r;y :W-�" .__." R2 z _ _ NOT TO SCALE b"AZEK TRIM - m u. 12 w _ T _ . 8 STANDING SEAM l U - e .. . _ O� z n FLASHING (TYP) I O [� 12 - — j�1 44 FLASHING (TYPJ 12 I"x 5" AZEK RAKE BD W/ C) 8 e II „ AZM45 GROWN -- - - _ I x 3 AZEK TRIM - ALIGN FASCIAS ; i .-- m MOULDING OVER 10" AZEK TRIM BD. -�- � �, _ - _ _ -y LINE OF ROOF O L ' RAFTER BEYOND , OH. U I' _ - I � , ;•., ALIGN FASCIAS � P.T. 61RDER El 12 V _ - - - - - - - _ - _ BEYOND --- r -r- - 4 OH r . I I _ . .5_.L_ _ : III I I I I u I I ' } LIBRARY _ _ _ _ T I': ,' - J j I I I OR EQUAL OVER I I � - I I �h _ , � ', AZM-45 GROWN MOULDING Ixb AZEK FRIEZE BOARD 1'-0" OH. --- - - V J OH. CH., 7 III I I I r I I I I I I I �� - i� I I I I i I E _ E E I -- oH. 5IMP50N LU52I0-5 FACE I - I III I I I VER (3) 2"A2" �- LOW GIRDER - " ( ! I I _ (3) 2x12 P.T. GIRDER BEYOND � J - I Q " rlrlr � U I -- -__ �— I_I - I_I f _ III _ I OPEN J �I 4 nlntn -r _ III. _ o I, Ix AZEK TRIM BOARD OVER -I .r'{ 1 1 1 I 61 RDER5 (TYP,) y z L - - o O 1 51MP50N BG523/b P05T U � GAP ANCHOR 0 U 11 14 Ib" SQUARE HB46 DERMA CAST lowilli,-SI.FIRST FLOOR LINE COLUMN W/TUSCAN GAP # O _� b _ r _. I q 1 I STEP DOWN I I I b" AZEK i i EQUAL) (TYP..) # 54318 (OR z 1 I IIII 4"MAX b"xb"P.T.P05T W/ I WALL BEYOND I 1 ❑ STEP DOWN 10" AZEK 1 qli I 111 1 I I TRIM (TYP.) I m I - - - - - � 4"M&)( I I Ulu I u, 1 I 5IMP50N5652-3/6 - - _ -I - - - - - - - - - - - - - - - T - - _ - - I bxbP.T.P05TWITH5IMP5ON CORNER 13D. 1 IIII I II, 1 Ib 5QUAREHBd6 - - - 11- - - -F05T-CA1'ANCHM3- - � - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - " 1 (TYP.) I IIII I IIII I I DERMA CAST COLUMN 12 5Ql1AREHB�6 1 I q IIII I 1^UTUSGANGAP# � - - - -1 �II�NABU1�- - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - J AV ABUbbPOSTBASE (TYP - ALL P05T BASE(TYP) COLUMNS) - - - - - - PERMA CAST GOLUMN 1 I ill EG-RE-55 II+ j ( I 54320 b BA5E#54313_ _ - J I " MAX 5. W/TU56AN GAP#54312 I IIII G-RE-5� Ill I I I (OR EQUAL)(TYPJ J t BASE=#54310(OR I I I L'-==J= � I I I F — — 2 v AIL I C - - - - - EQUAL)(TYP) I LI_-------_IJ FITLA6E-BEY9NB� DET BA5EMENT STAIR I i I I r - - - J ~' I C - - - _ - -I 1 I - - � I NOT TO SCALE R 2 � I I- - - - - - -I I 1 � � J o BA5ET1ETIT LINE I _r - - - - - � o m - - - I- - - - - - - - - - - - - - - - -I- � X ° I --- - - - - - - - - -- - - - - - - - - - - � - - - - - - - - - - - - - 1- - 1- - - - - -I- - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - � 13 6 REAR ELEVATION G A Rb Uj � j I Rb ~ I 5GALE:1/4" = 1'-0" - Q z RID6E BEYOND A 16 RIDGES o Lu m � o ` - •kms,- , - - — - -` --- ,m.. ._,.�-- - I T I I I I 1 I ra®9 off _ ' LINE OF ROOF - LOUN6E BEYOND , r II I - - s,——�—z..—=mow•—s— — ;y: 7 12 I -- � - - - - -- s. __r --1-_. _-'-z. -=�..s .—r'r= ,• -rte - _o.lr--_ - --- •-- -i ..l- +—..ter• . ^._— `— _ -- ' 1+ w iLINE OF ROOF �._, I _ 11411 - yam, =T_ - - - - - �� _ ��12� .� -_ �� - - - 0 _ � ,,_ EPTION B -_' T _=sem-• I •-- •�� z I � Tom, � I _ cILLJ ' I 1 OR, I 12 I : I I I --::_i- i , I . r- R2 -� - - r 4 REAR PORCH - - - - EV.+15'-b" -- -- -- - -------- - --- - -- --- 12 x-12 -- - �J z w 1 r-4" I ALIGN FA5GIA5 —- - - - 1 W I I I I III �--� EL11 M� _ I _ -11 I o Q I I w IlJ I I Il I I I , I I i z o I„ I I 2 I 1 1 I c� w OH. - _�, !_� OH. OH._ = i 1 0 1 I _ - _ _ LL- El r W 11 LINE OF EXT. WALL - 1 1! i' I I I , , F- � i I_j a 10-. I I I I 1 ''�_ ' ' I '- i I�'� '-�- I I I - `=k�--�'.-�i_i_ �� i � ' I I _LI_ - _ _ _ - _ - O 6j v OUNCE BEYOND -- r i ® L �,� --- - , I I I ! I bXb POST TYP. h---i � - - T i i I I T i _ .J oi- I' o - i L_ - - Ln I I a _ : , B o B ! I I I I O - ; � � ( I I I — Z w II _ II I � FITT -I- i- I I I I z Q Q Q II II � w 0 I 0 0 II ' - - , I - I Ii I Ii . - Lu FIRST FLOOR LIf`IE LEV.+0'-b" - - - - - - - - - - - - - - - - - - - - I- - I - - - -, L — -- - - - - - - - - - - - - - - - - - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - -� �- - - - - - - - -� — � � - - - - - � IL m - - - - - - - - - - - - - - - - - - - - - L - -1- - - - -I - - - - - - - - - - - - - - - - - - - - - - - L - - - -1- - - - - - U- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - L - - - - - - - - - - y : - 10" AZEK CORNER " MAX STEP WINDOW GRO55HEAD " LINE OF EXT. WALL 5'-0" 15'-0" 4'-0" 0 � 81 � #WGHb4X6 BY 6 AZEK TRIM (TYP.) WALK RAMP ISLAND ❑ ; O F NE BD. (TYP.) ® RECEPTION BEYOND - "FYPON" OR EQUAL LEFT S 1 DE ELEVATION J B NUMBER 5GALE: 1/4" = 11-011 w 2016023 RECREATION U) SHEET NUMBER G = BUILDING (D U) P4W R 2 . o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED - II 1 A B R6 ' E v �i � U U LL �_ L 51P50N NtdK1A915 HGIANM 104'-0" h 51£R4 FOR IDCR16N5 �, fn U 6 m W+'zorw" 5_61 10 21 NmZ _ " 28'-2" 15-6 L_ D- E rn X� M Q uj C @ CD c- N UCD t co M S/b•A WAM BOLT OR n/ M LL cfl t ADHESIVE AN,:HOR '^ _ q., v � W FDI 1 71111, HOLOOWN DETAIL AT 5LABcri 1175. _ L I I 33'-0" 8" � 14'-0" g• 14'-0" I �_0 4'-4" M.O. �I - N r 2 I 10'PG.FOUNDATION WAIL WITH p v PORCH SLAB IL FDI DAMPROOFIN6 ON 10"x20•P.G. r "4'PL.SLAB(MIN 3500 PSI LONG) ;�� PORCH �- 1 REINFORCED Y8n4 bxb,Iona WAM. I FOOTING-TAJ"1 ELEV.=0'-0" j I TAMP d FILL TO IrTY 'b'PL.SLAB K 3500 P51 CONCJ I `e' 0 REINFORCED WITH 04 a 12'0/6 E.R k, O •TAMP t FILL 0 95%DENSITY 14 .W �-MIN.I.I-aim , ... . , 2"x12"HDR J I 10 1'-4 q'-4" - - - 20'-0" 10" H 10•P,G.FOUNDATION WALL WITH - - `1Pp 8"P.G.FOUNDATION WALL WITH FDI DAMPROOFIN6 ON 10"x20" 2'x10'DEEP - - - 0 - 11 4"x21 " DEEP (I III 2 DAMPROOFIN6 ON b"Ab"P.G. FOOTING TAYt ELEV.=0-0SLAB SEAT MP) " I FLOOR J015T FOO1IN6-TDA ELEV.=0'-0" _ _ f \ - 2 D� SEAT FDI � o FRI // \/ \ 4 .. � \ r ,5y"xlly"LYL r , 5 °x IIY" VLA O 71 - . % - _ -- L J 0 6 RDER L J - - LOW 6 R Il ILn -- _ - o I �- -- j j _ - 5 6 Z I �F - -` � I ,! --- _� - -I ° r / I FDI C� / I 1� / UNFINISHED BASEMENT FDI H T ' _ I I I V , 4'DEEP x b HIGH _ � •9'-0'CEILING HT. 10" 2'-0" 10'-10" 2'-6" 30° = ?=-� I II Ii I SLAB SEAT TVP. I l I - __ F \ •1R-B)GLOSSO CfU SPRAY FOAM MA - , '� II /' ii l ( I I I 1 I I I ! hW�JS ftU ONO HNSIT DE FACE of HND. - - -- - -- - - ~ gb"MIN JA RETE.DAR I \- II - / - - 2X8 AGO P TE 'ALL E*vm NOT WATER PIPING f s. u p ( I AAb/oR NEAnNs DUCTS ro BE ll I 1- I +HANGERS A =J- - - - - - - - -- - r Z 11451 ATED As PER N.Y.S.CODE. MIN Ism �� / I L - I I TRU55 BEARI 6 � N O 4"Dom' b"HIGH C - - - \ _ NOTES: T=FOOTING THIGKNEbf �_` I J r - - -THE MINIMUM fol THIGKNE55,T,IN STEPPED AREAS SHALL EQUAL THE Fool THICKNESS IN THOSE _ _ / - ( c� SLAB$EAT TVP. UNE�CGAVATED � � // I/ / _ r � ` � � UN5TEPPED AREAS. I% /�'4" P� G SLAB(MIN.3500 P51 GONG. I /� \�moi" I I I �u N PORCH SLAB I ❑ -THE REINFORGIN 7 BAR 51ZE IN STEPPED AREAS 5HALL EQUAL THE BAR 51ZE IN TH05E UN5TEPPED AREAS. \ 1 -A MINIMUM OF 3 INCHES OF CONCRETE 15 REQUIRED AROUND ALL REINFORGIN6 BARS. / W/NO AIR) WITH 6x6-10/10 W.W,M. H / z b'PL 51Ae(Mw 3500 P51 J 11 RERFORL®Wlnl•4 0 12.0 EA O \` \ 'b" GRAVEL OR UNIFORMLY GRADED �C - / I II // r - - - - `TAMP t FILL TO 95%DENSITYt ^ , y,2,"1�1AX STONE�� 'a °� FDI 1 � ..,.. .f .�_ 2'xio•MEFo I ; = = = = _1 I- - - -1- - - - - - - � L - _ = = = = -Jl I I I '9� I / 5LA55EAT v 1 - y I fes) I I I I �� I C� / / , TYPICAL BA NT COLUMN. tS O DAMPR F INA ON 12'x24" WALL WITH FOOTING DETAIL 2 L- - - - - - I 'm STEEL LUMN ON 3O'X 3o'x * I STEP \ -I I �\ I 12"DEEP PG.F TING(TYPICAL) FOOTIN T.O.H.F1EV.=0'-0' z [� O 10" 15'-6" n' 8.. 5'-0„ I p" O _ 1175 5'-2" \ 2g�1 n - - J m I 26'-11" Io �X 2°x10'DEEP T 7 I I (r ,_N \ I SLAB SEAT(TYP) r ' _- i71 \ iI � I I I F "xY" Lv'' - T " 1 " f - _ - _ - - U D 61 L - J O L J I IL - 9b" - - i - J 5 ° . 1 ... -° l 1 U) I�\ 1 i) ( I I I I I I -'� I I - _ ( - - - I) POURED CONCRETE CHEEK WALLS Z FDI I I 4"x21 "DEEP - = ' 10"THIGKNE55 W/35c00 psi CONCRETE OU I .I -1 II FDI �I /� ice\ III I I I j I II m I 12 I I FLOOR J015T 1I _ _ (1)#5 REBAR® TOP 4 BOTTOM OF WALL � HOOD FLOOR TRU55 5PEGIFICATION5: in \ r II I. - - - - - FDI SEAT FDI - -I II 4 #5 REBAR5® 4'-0"O.G.-VERTICALLY O � � _ - - - - � li 8 a I FDI I II I I 2 W W m I �� l II � b _ _ _ _ - - - - _ - -j POURED CONCRETE FOOTING �I �- - - - > FDI I L - - --I _ J iI I i� �1 II 10, " WOOD FLOOR TRUSSES SHALL BE DE5I6NED FOR THE FOLLOWING LOAD COMBINATIONS U51N6 „ . - -_= L _ _ JL_ -__ J -� __ I I I _ _ '^' - - - - - - - - - - - - - - - - - - - - J ` I -I 35-6 I I 20 HIDE xlO DEEP'PG.FOOTIN6 ALLOWABLE 5TRE55 DESIGN PER 5E6TION 1605.3 OF THE INTERNATIONAL BUILDING CODE. ( - Q J I I I lo' o I - - - L - - - - - - I I I 5'-0 + (2)#5 KEBABS IN FOIOTING I Z El 1605.3.1 BA51G LOAD GOMBINATION5 U51N6 ALLOWABLE 5TRE55 DE516N: I 2'x B DEEP 8 I ^' I - T- -� - -� - I_ -I - T -II - ,- -I - 7- 1605.5.1 - -� ct? SLAB SEAT q '�' I i I l TYPIGAL BA5T SLAB I ( I I I l - -� II D (EQUATION I6-8) (TYPJ FDI _ _ _ 1z D + L (EQUATION I6-q) u' "' FDI - L J - J _ • RL-51-A5(MIN 3504 PSItoNW J - _L_ I I !61 BA6E - RAILING BOLTED TO FOUNDATION 4'-2" 6'-4" 0° ( .DOb KL_ Pa�YEnf.ag BARRIER i I- ii WALL®EACH SIDE.RAILINIG To _ I FOLLOW RAKE OF STAIR 36' N D = DEAD LOAD, L = LIVE LOAD, - - - - - - - - - - 111NIPORMLY GRADED STONE YV A MAX I ABOVE STAIR PPORT THE FOLLOWING DESIGN LOP D5: qA OF}'-GOFIPAGT TO FLOOR TRUSSES SHALL BE PE516NED TO SU 1- - UNEXCAVATED N l I RISER HEIGHT=b.l" - TGLL = 100 PSF TGDL = 10 PSH, AND BGDL - 5 P5F 10•PL.FOUNDATION WALL / WITH DAMPROOFIN6 ON \ /\ / L L 12 G EACH Y III cry ) I I I Ii N 10'x20'FOOTING T.O.K. „ ` I '4" P G.SLAB(MIN.3500 PSI GONG. I �GAV D BASEMENT I I l I,I o TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD ELEV.0'-0' 8 6'-6" W/NO AIR)WITH bxb-10/10 W.W.M. NO STORAGE OF POOL CHEMICALS I \ SLOPE 4'P.G.FLR SLAB TO / SHALL BE PERMITTED IN BASEMENT 1 I METAL SILL DEFLECTION OF THE LESSER OF L/360 OR .l5 . I I 'b" GRAVEL OR UNIFORMLY GRADED f III I I I UP ISR II METAL FLOOR DRAIN n ry ! m y2"MAX STONE BASE - FLOOR_ ° W 1- (; I / III BASEMENT AREA= 1,915 SQ. FT. J_ I I p u DRAINAGE IN TO COVE U) TRU55 DE516N DRAWIN55 SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND q _ _ FDI 0 APPROVED PRIOR TO INSTALLATION, TP DE516N DRAWINC5 5HALL INCLUDE THE FOLLOWING I PROVIDE SLAB EXPANSION / / I z / �� NOTE-5PR1N - I cLosEiNe FIRE INFORMATION: I+i JOdNTS AS NECESSARY I/ / A / I / � VE"G'� - O \ SECTION 8032.10.1 F�(GEEbIN I�00 SQ.FT: I - - _ I I ❑ 1. DEPTH,SPAN, AND 5PAGIN5. 2. LOGATIONOFALLJOINTS. `� I j � _C � __- - -- -- - - - - - - - - -- - -- -� - - - - - - -- -�- -- - F �j" FDI 3. REQUIRED BEARING WIDTHS. I/ 4.1. TOP CHORD LIVE LOAD. loll, 11, S'-6" 8'-6" 8' I till 4.2. TOP CHORD DEAD LOAD. I ! 3 z 4.3. BOTTOM CHORD LIVE LOAD. zO 4"x21 "DEEP N / F I ' / r FDI ( r , r / �,\ FLOOR J015T j 4.4. BOTTOM CHORD DEAD LOAD. _ NTRATED LOADS AND THEIR POINTS OF APPLICATION. UNEXCAVATED I �/ ��"illy" 5yg"x11 J'�°LYL �� I \`�Y'_x u�'e'LYL _ 5 Y.x+�Y"L ( - _ _ SEAT Q 4.5. LONGE ' AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. * 4" P.G.SLAB(MIN.3500 P51 GONG. ►'! I 0 6 RDER � LOW 61RDER LflW�RER'�` ` toW�1RDER LUMBER A ' / / I L J / I I L J L _ J O O ! 5. ADJU5TMENT5 TO LU I - W/NO AIR) WITH 6x6-10/10 W.W.M. ACTION FORGE AND DIRECTION. IO ' / - - - - - �" I i I I 5 Io"P.G.FOUNDATION WALL WITH I I 6. EACH RE •b"GRAVEL OR UNIFORMLY GRADED I/ j' / 21;-10" I 111/ 12'-D" 10" FDI DAMPROOFIN&ON 10'x20'P.G. G Z �. JOINT CONNECTOR TYPE AND DESCRIPTION (E.6., 51ZE, THIGKNE55 OR GAGE) AND THE FDI y2"MAX STONE BASE ` I 1 / i / ( ! _ - FOOTING-T.O.W ELEV.=0-{Y DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE 5YMMETRIGALLY C /� / /: " TYPicAL BASEriyr cowMN: 12 I W IIOLUMNI I N R6 2i w m, LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 6A MIN THIGKNE55 GRADE A R6 I �°m STEEL CFOOTIN "L IxAI)i r 4"x21 "DEP (, 6 FDI SDI FDI U o pi / j / 12'DEEP P.G.FOOTING IGALJI -- I1 GALVANIZED STEEL PLATES. ; - __- - -FLOOR_ T - T; 2 � ; r- - - I ��-_� F I I � � O �I 8. LUMBER 51ZE, SPECIES AND GRADE FOR EACH MEMBER. / j i SEAT "- _ 10'P.G.FOUNDATION WALL 0 TRU55 PLY TO PLY AND FIELD WITH DAMPROOFING ON I ' I " °It j I TR TO GIRDER TRU55 8 / , \ Jy q. CONNECTION REQUIREMENT5 FOR -�- 10'x20'FOOTING-TO.W. I , /' / / I c,. •""'�,•} � II I 5PLIGE5. FDI o ELEV.=°`0 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. - - 2' to DE 11. MAXIMUM AXIAL COMPRESSION FORGES IN THE TRU55 MEMBERS. " --' - - 12 P.G.FOUNDATION WALL SLAB SEAT OYP) DA _.. T• T, -„r-- - ,-,.=/ 7-,: 4"x21 DEEP - , _ -� �� !� � I I IMPRooFIN6 ON I RAGING LOCATIONS. / KITH 12. REQUIRED PERMANENT TRU55 MEMBER B _ .- .. , /1%'�_ -��. _.,.�� /\ � � I 12x24 FOOTING-T.O.W. I i \ -o" I FLOOR J015T I TRUSSES 5HALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE j lo" ` 6'-6" �� 0 ° \ i I SEAT 1 = � DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH \�>�� fl I I I o o I I FDI ` AN51/TPI I. THE TRU55 DESIGN DRAWING5 5HALL BE PREPARED AND 5TAMPED BY A RE615TERED V P.G.FOUNDATION WALL I = WITH DAMPROOFING ON q I PROFE55IONAL ENGINEER I N THE STATE OF NEW YORK. 8'x16'P.G.FOOTING- c° FF FDI ' 'I I I' p l � PORCH SLAB I ' TA.W ELEV.=Ob" � I .. _ TRUSSES 5HALL BE FABRICATED IN AGGORDANGE WITH THE TRU55 SHOP DRAWINGS FROM b'PL.SLABT N.3500 PSI,( I _ REIIFORLBD WITH k o 12'0/C E.K ! TAMP d FILL TO 45%DEN5ITY ACCURATELY GUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING A55EMBLY TO INSURE - _ _._ I I I I _ $ FDI ° I -� Ig - - - - - - - - '`� al I i I fl T16HT FITTING JOINTS. r- 4'DEEP x b"HIGH \, / ° b FDI 1 z E INSTALLED PLUMB IN THE PROPER ORIENTATION AND 5PAGING 5HOWN ON I = ) w TRU55E5 5HALL B SLAB SEAT TVP. TRU55 DRAWINGS. THE CONTRACTOR 15 RE5PON51BLE FOR THE MEANS AND ME-TH005 OF I ERECTING THE TRU55E5. THE GONTRAGTOR 5HALL ENSURE THAT ADEQUATE BRAGIN6 HA5 BEEN 10° 6 6" I3 4" I 1'-4" 8" I1'-2" lo'-b" 8" ! _ 11'-1" __._ _ ° b'-b" 4'-b" 6' 23'-8 _.i _ 1. :. - Oz I I DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN I - �r I r TRY PRACTICE SUCH A5 THE SBGA BUILDING COMPONENT I l ° Z PORCH 51A6 O 61 ! _ ,=AI�PORE-�::A_; i� i I •4'PL.SLAB(MIH.3500 P51 CONGJ I (n ~I ACCORDANCE WITH ACCEPTED INDUS I . -- eC, '4'PL. ''(MIK 35[x7 F-�4 GONG) I :�Y. I SAFETY INFORMATION (BG51) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING BRACING 1�E, ri^+bxb,6/0WY1M. - TARE 4 FILL WITNbxb INSITY M �`L� -_ _ _ " ._.. _ _.,. _.. _ •TAME LL TO 95%�I7Y - r, > d 1 l � I •TAMP!FILL TO 95%DENSITY W W' OF METAL PLATE CONNECTED WOOD TRU55E5. - -- _ - a - -T_ _, rte- r Ili I ..1 � TRU55 MEMBERS SHALL NOT BE GUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A RE615TERED DE51ON PROFE5510NAL. THE CONTRACTOR 15 RE5PON51BLE FOR THE MEAN5 AND METHODS OF ERECTING THE TRU55E5. _ THE CONTRACTOR 5HALL EN5URE THAT ADEQUATE TEMPORARY BRACING HA5 BEEN DE516NED ^ AND IN5TALLED FOR THE IN5TILLATION OF THE TRU55E5. H LINE OF PORCH FDI z SLAB®MAIL ROOM < LLI 0 FDI I'-6" O F� 0 CONCRETE NOTES PER BCNY SECTION 1901.4: b-2" II-8" 6'-2" J W w Lij 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. O 2. CONCRETE FOR FOUNDATIONS AND INT SLAB ON GRADES SHALL BE NORMAL WEIGHT. CON CREZE SHALL f 1 I I U DEVELOP A COMPRESSIVE STRENGTH OF 3,500 PSI IN 28 DAYS. CONCRETE SHALL HAVE A MINIMUM AGGREGATE Z SIZE OF 3/4-, AND A MAXIMUM SLUMP 0 INCHES. 1 l O EXTERIOR AND GARAGE SLABS SHALL BE NORMAL WEIGHT CONCRETE D SHALL DEVELOP A o o 3. CONCRETE FORE I I ( ZD _ COMPRESSIVE STRENGTH OF 3,500 PSI IN 28 DAYS. CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF q B W V•--� II ! ! I 3/4" MAXIMUM WATER TO CEMENT RATIO OF .45, PROVIDE A MAXIMUM SLUMP OF 3 INCHES. R6 / i I I R6 El "' 4. CONCRETE EXPOSED TO THE WEATHER SUCH AS THAT USED IN FOUNDATION WALLS AND EXTERIOR SLABS, SHALL CONTAIN 5 TO 6% ENTRAINED AIR (3% AT GARAGE SLABS). Of 1/8" MAX CONTROL JOINTS AT 18 FEET 0 C MAXIMUM IN EACH DIRECTION IN ALL -' 5. PROVIDE 1 8 MAX WIDE SAW CUT C / / SLAB ON GRADES. CUT JOINTS WITHIN 24 HOURS OF PLACING SLABS TO BE CUT. R6 l 6. SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ANCHOR BOLTS, PIPPING I ~ cU � m SLEEVES, HOLDOWN ANCHORS, ETC. SHALL BE COORDINATED BY THE GC WITH OTHER TRADES. 7. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR N OT LESS THAN 7 DAYS r + � � fir- � �� _ w Z � � v USING A CURING COMPOUND, WET BURLAP, OR A PLASTIC MEMBRANE CURING COMPOUND, IF USED, SHOULD BE o I t - - - - - - - - -It I I o ON FINISHED SLABS. N i L� -� _ _ - - _ - - - -I } L J I N TESTED FOR ANY ADVERSE AFFECTS 8. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. L _ _ L J Lu O A 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WITH MINIMUM YIELD STRENGTH OF 75KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE TOGETHER. USE ONLY FLAT SHEETS, PROVIDE CHAIRS AT 36" O/C MAX EACH WAY TO HOLD WWF IN PLACE 1 1/2 FROM TOP OF SLABS. G 10. PROVIDE A NON SLIP BROOM FINISH TO SURFAC7r Lu E OF EXTERIOR SLABS AND STAIR TREADS. II'-o" 25'-2" 5-q 2-0' lo'-l0 2-0 5'-q" 12-8 10' b" 12' b" ¢ 11. PROVIDE A SMOOTH FORMED FINISH ON ALL CONCRETE SURFACES EXPOSED TO VIEW. REPAIR AND PATCH ALL = ' w DEFECTIVE AREAS. 3b'-2" 26'-4" 35'-8" U va- 2. PROVIDE THE FOLLOWING CLEARENCES FOR REINFORCING STEEL TO: GENERAL CONTRACTORS AND 5UBGONTRAGTOR5 TO REVIEW THESE GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND S, 2381 CAST AGAINST SOIL 3 REPORT ANY AND ALL DISGREPANGIES INGLUDih<�ANY 4'_2• q8'-2" 1'-6" ❑ � EXPOSED TO WEATHER (FORMED) 1 1/2- DIMEN510NAL GONFLIGT5,IMMEDIATELY TO ARGHITEGT FOR O F NE NOT EXPOSED TO WEATHER 1" GORREGTIVE MFA FE5 PRIOR TO GON5TRUCTION.DO NOT 5GALE 13. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 32 DEGREES DRAWIN65.DIMENSIONS SHALL BE GALGULATED AND NEVER 56ALED o unnB F. AND RISING MIN. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. UNLE55 OTHERWISE NOTED. 14. NO CONCRETE ACCELERATORS, HIGH EARLY STRENGTH CONCRETE, OR USE OF PRODUCTS WITH w 016 0 2 CALCIUM CHLORIDE IS ALLOWED. A MAXIMUM OF 10% FLY ASH OR 20% BLAST FURNACE SLAG CONTENT BY WEIGHT MAY BE SUBSTITUTED FOR PORTLAND CEMENT. HVA,EauIP1-t�•n-PER MANUAL•.r ro BE PRoyIDm BY HERS RATER DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A ALL GONGRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENO GTION _ NOTE "T11NCE : Q SHEET NUMBER 15. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. OF 3,500 P51 AT AGE 28 DAY5 UNLESS NOTED OTHERWI5E A EIRE EXTINGUI5HER5 TO CODE FL.N.Y. 5E N°m-'LY W MANUAL.5. ALL' MI3ob.l 5 5K#U BE APPLIANCE G'.F.L`W HTH _ II�I�} �I RECREATION- 16. =CONTRACTOR TO PROVIDE CYLINDER SAMPLES (3 PER TRUCK) TO BE SENT TO A TESTING DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR SHALL BE IN ACCORDANCE WITH SECTION 1904,0 DURABILITY •MEET 51ZIN6 6UIDELIW-5 WITH HEAT d GO01_IN5 EQUIPMENT(51ZE 5"ALL NOT THE GF�ARAWES FROOM�UNPROTEC 2011 DEEP PRE ENGINEERED OPEN OVi �l/ TIO� �� I Y1 LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING REOUIREMENT5' PER 2015 INTERNATIONAL BUILDING CODE.ALL qOh. MAXIMUM TRAVEL DISTANCE TO EXCEEDLIMITAnONS) ON THEApPLiAATER1Al5ASRD16TE ARCHITECT AND BUILDING DEPARTMENT OF THE RESULTS. CONTRACTORS TO SUBMIT DELIVERY CIRCUMSTANCES: GONGRETE EXP05ED TO HEATHER SHALL CONTAIN b% FE EXTINOU15HER - -(�1-011. •MANUAL'S'AND MANUAL'[)'GOMPLIANGE CERTIFICATE SHAH BE SUBMITTEDKkWMjtii��n I""� WEB TRUSSES TO BE DESIGNED c5GALE: 5/16" - I I-O° BUILD IN G RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. AIR-ENTRAINMENT AND SHALL HAVE A COMPRESSIVE STRENGTH PROVIDE EIRE RATED GABINET. BEFORE G/0 ISD' INST1aUGna+s. BY TRU55 MANUFACTURER. Lu MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM'BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. OF 3,500 P51 AT AGE 28 PAYS. MANUAL X H�/AL LOAD GALunAnoN5 PROVIDED BY HER5 RATER 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED DO NOT BACKFILL WALL UNTIL FIRST VINYL SIDING SLAFLOOR FRAMING AND BASEMENT SLAB ARE GON5IRUGTEP. DO NOT TYVEK OR EQUAL BACKFILL WALL WITH ANY CLAY OR 3/4"Td6 05B SUBFLOOR 7116"RATED PLYWOOD SHEATHING � � " 055 5HEATHIN6(EXPA) 51LT MATERIAL. (EXP. -SECURE SHEATHING TO BOTTOM FLOOR JOISTS PLATE W/SD NAILS ® 4"0/G 4--d1116 C) � 2" X 6" WOOD STUDS 16" O.G. PER PLAN 6" R-IQ BATTS 10"P.G.FOUNDATION WALL I/2" GYP. BD. WITH DAMPROOFIN6 ON 10"x - -- --------- ---- ----------- Z„x?A” (11611 RI61D 9LA6 IN�.UITION ARDINU ENTIRE � � � 6, � FIRST FLOOR T.O.W.ELEV.= 0'-0" 20"P.G.FOOTING T.O.FND WALL EL= O-O __-�_ ( ) � � PERNEU R=IO AS, 61WM 2-2X4 P.T.PLATE W 51MP50N 5B5eX24 �* 6 I/4" ANCHOR BOLTS(IS"EMBEDMENT)W/3"X3"XI/4" ''-' > m HORIZONTAL #4 WA5HER PL 0 32"01C.WITHIN 12"FROM ENDS I� o N} J � ANCHOR BOLT5(14" LONG + _ 3" HOOK,S" MIN EMBEDMENT) OR #4 4�1�T�EAT � � W OF EAG SILL P TE PIEC . � �Z �NHORIZONTALADHESIVE ANCHORS W/3"X3"X�4„ o e u6x6-#10/10 WELDED WIRE MEstt OR 2 ROWS OF IOD NAILS ® 4 O/G i x MWASHER PL ® 32" OIG. PROVIDE 3/4"TdG 05B SUBFLOOR- o PI�ERMEStt ON r�PPORT U1AIR5 OR 5P2 STUD PLATE TIE AT EACH STUD Q w cMTERMITE SHIELD 51H 5EAL AND \ �_GLUED d SCREWED -RUN �� N = `�' � C° Ot MAINTAIN S" MIN. FROM WD TO CONTINUOUS BETWEEN PLATE5 ` `j a ° � TOP OF SLAB MAX I/4" STEP V �M �" MFIN15HED GRADE AT EXTERIOR WALL \ / � � #4 DOWEL 2'-6" LG,. ® 12" O.G. ELEV.= 0-0 LL 4"x 21 1/2" TYP.BEAM POGKET: ° x ° x x x ° ° ° ° e (� T.O.W.SEATL . / - - - - .d ° ° ° . ° `9 LU ° ° . e ° ea a T.O.W.ELEV. = -O'-2Y4" _ 4-111/2" WRAP ENDS OF GDR RIM J015T PER FLR J015T MANUF. Ya_ W/ALUMINUM AT ° 2xb P.T. SILL PLATE "' I I u� �• ° 10" P.G.FOUNDATION WALL ° `� TERMITE SHIELD/SILL SEAL d FLASHING POCKET OR PROVIDE t TRUSSES,PEI PLAN / LOW LVL GDR I/2" AIR SPADE ALL 4" ° ° 6" WITH DAMPROOFIN6 ON 10"x COPPER COATED ;_ cv / LOW LVL GDR 20" P.G.FOOTING TYPICAL SLAB BETWEEN 2x4 AGQ PLATE CONCRETE _ PER PLAN SIDES PER PLAN r TERMITE SHETLD W/ — I �`� �s-w /�Nli °„ ° 4 P.G.STAB(MIN.3500 P51 GONGJ SILL SEAL INSULATION =- `n 1/2" SHIM SPADE ° q� HORIZONTAL #4 *ADb MIL.POLYETHELENE VAPOR BARRIER NOTE: PLAN VIEW N e *FILL e TAMP To a5�DEN51r( 2' 2' 2"x8" DEEP SLAB SEAT SLOPE GRADE AROUND FOUNDATIONS ° MIN. SLOPE 6 WITHIN FIRST 10-O d _ FROM WALL 'I ' p T.O W.SEAT ELEV.-I'-q " e SIDE VIEW ° #4 DONT.REBAR e BASEMENT #4 DOWEL 2'-0" LG,. ® 24' O.G. " " Id #4 D0�^EL X 2'LG® 32"0/G 4" I"SPRAY FOAM INSULATION 4 xb DEEP SLAB SEAT #4 HORIZONTAL AT TOP AND AT a OR VAPOR BARRIER THIRD POINTS OF WALL °° (2) 2x4 P.T.SILL PLATES 10" P.G. FOUNDATION WALL ON SECURED To FOUNDATION W/1/4" TEK 5GREW5 0 16"OL. o P KET DETAIL 5 ° 20"x10" P.G FOOTING DAMPROOFIN6 PER CODE (R-I3)CLOSED DELL SPRAY 6 TYPICAL BEAM OC ° FOAM IN5UL ALONG INSIDE FACE 1"=1'-0" FDI - OF END.WALLS-FULL HT O a ° � (2) #5 KEBABS IN ALL FND � a• • ° FOOTIN55 -TYPICAL Z 10" P.G. FOUNDATION WALL ON ° #5 VERTICAL BAR® 18"0/G ° Lu 20"x10" P.G FOOTING ° ( "CLEAR TO FACE) 20" U 3500 P51 GOMPRE551VE 5TRENCTH ° CONCRETE 15 TO BE USED IN THE ° ° ° 4 O ° pLn FOUNDATIONS 2x6 P.T. SILL PLATE ON SILL FIRST FLOOR SEALER H/TERMITE SHETLD PORCH DETAIL @SLAB CONDITION q m� 4 ° a ° PROVIDE 2X4 AGO PLATE W/Ya'TAPGON® 9"� ANCHOR BOLTS W/3"X3"A" N.T.S. FDI C) V J 2-#4 BARS G TYPICAL BASEMENT SLAB 12"0/C +HANGERS WHERE TRUSSES ARE WASHER PL ® 32 0/G. bxb P.T.P05T WITH 51MPSON ° ° 4'P.G.SLAB(MIN.3500 P51 coNcJ PERPENDICULAR TO WALL I 1 BG52-3/b P05T GAP ANCHOR d IY * .006 MIL. B(MI .3500E VAPOR CARRIER �� 51MP50N ABUbb P05T BASE F- *TAMP t FILL To THE ENE V Y 314 T46 055 5U5FLOOR - GLUED 4 FINISHED SURFACE - I/4 z NAILED - RUN CONTINUOUS BETWEEN 1 I Z MIN BELOW DOOR SILL O PLATES AT EXTERIOR WALL I PORCH SLAB U FILL 4 TAMP GRADE TO *b'P.G.SLAB(MIN.3500 P51 GONG) FOUNDATION WALL I FLOOR TRU55E c1590 DENSITY I I *REINFORGED WITH#4® 12'0/6 E.W. 7/X6"RATED PLYWOOD SHEATHING ❑ PER PLAN - PITCH I I I I TAMP d FILL TO 95�DENSITY (EXPA)-SECURE SHEATHING To BOTTOM 2x6 STUD Ib" OIG EXTERIOR ~� FDI PLATE W/SD NAILS ® 4"OIG FRAMED WALL O ., -0" --- - - NOTE: T.O.W. % PITCH CONCRETE SURFACE nA a � 2-2X6 P.T.PLATE W/51MP50N 5BV2� r„ TO ELIMINATE ANY WATER a - c ANCHOR BOLTS(15" EMBEDMENT)W/3"�3"XI/4" UNTIL FIRST #4 HORIZ. I I i C ° ACCUMULATION. - MIN. I/8° OF EACH SILL PLATE PIECE. DO NOT BACKFILL WALL U L I I WASHER PL® b'D/G.WITHIN 12"FROM ENDS FLOOR FRAMING AND BASEMENT -` #4 REBAR GONTIN. NOSING NA O SLAB ARE CONSTRUCTED. DO NOT VINYL SIDING ° "GRACE VYGOR OIG 016 PLUS" L 2 ROP2 STUDHS OF PLATETIE AT EACH STUD FI�ERME511 P�ORT U1AIRy O BACKFILL WALL WITH ANY CLAY OR TYVEK OR EQUAL TGE $ WATER SHETLD OR S - SILT MATERIAL. 1/16" 055 SHEAT HIN6 (EXPA) MEMBRANE (OR EQUAL), (~j 2" X 6" WOOD STUDS Ib" O.G. BASEMENT = a FROM SLAB SEAT TO ° MAINTAIN 8"MIN. FROM WD TO TOP OF 5LA13 r 1 6" R-I�i BATTS .' ' 2.. b" UP FRAMED WALL. a c FINISHED GRADE ° ELEV. = 0'-0" v 12" GYP. BD. ° = Q x a-x x ° � � ANCHOR BOLTS (14 LONG + / z Z L ' 3" HOOK,b" MIN EMBEDMENT) OR ADHESIVE ANGHOR5 W/3"X3"XT4" - ° IZ a WASHER PL @ 32" 01G. PROVIDE FIRST FLOOR DAMPROOFIN6 PER GORE GRAD 0 r ) TERMITE SHIELD SILL SEAL AND v O MAINTAIN S" MIN. FROM WD TO (1)#4 HORIZ.® 3'-4'0/G #5 VERTICAL BAR® 18"OlG a (P2' CLEAR TO FACE) ° ° TYPICAL AB(MI W FINISHED GRADE AS,PER W.F.G.M. X4 PLATE AND HANGERS WHERE ° *DPG.SLAB(MIN.350o P51 GOB H- 2A PROVIDE 2 TABLE 3 TERMITE SHIELD/51LL SEAL d FLASHING °4' 4.. N *AOb MIL TAMP VAPOR BARRIER L JOISTS ARE PERPENDICULAR TO WALL BETWEEN 2x4 AGO PLATE d CONCRETE *FILL d TAMiP TO 95SK DENSIT( Z 3/4" T46 055 SUBFLOOR - GLUED 4 NAILED (R-13)CLOSED GE1L SPRAY O P.G. FOUNDATION WALL ❑ FOAM INSUL ALONG IN51DE FACE ON 24"x12" P.G FOOTING #4 CONT.REBAR 2xb P.T. SILL PLATE ON SILL TRU55E5 PER PLAN OF END.WALLS-RILL HT ° ° SEALER W/TERMITE SHEIL _--.--- -- - --_-------- ---- Z #4 DOWEL X 2'L6® 32"0/C a 4"xb"DEE:P SLAB SEAT TOP OF WALL � I a — — PORCH DETAIL - BASEMENT CONDITION 6 S ELEV. = 0'-0" z II J, m FDI 8" P.G. FOUNDATION WALL ON 2"x?�" tIIC�I't RIGID �b Ib"x8" P.G FOOTING IN5U_ATION AR0" ENTIRE NOTE: #4 BAR 1"=1'-0" ° PERIC-R (R=10) AS, 0-M SLOPE GRADE AROUND ° I FOUNDATIONS - MIN. SLOPE b" WITHIN FIRST ° TYPICAL 8 W 2 #5 KEBABS IN ALL FND FOOT lo'-0" FROM WALL m DAMPROOFIN6 - BASEMENT SAW GUT JOINT WITHIN 16" ❑ CLOSED CELL SPRAY Ilg, 24 HOURS OF PLACING ��2" KEY #4 HORIZONTAL BAR® 3'-4" 0/G —�_� FOAM IN5UL ALONG INSIDE FAGE ' SLAB OF END.MLL5 " = FOUNDATION WALL @ SLAB CONDITION Io lo" P.G. FOUNDATION WALL ON ° ° �-#5 VERTICAL BAR 0 18"0/6 _ _x_x. x x x x 20 x10 P.G FOOTING (V'z CLEAR TO FACE) _ x x x x x x —� _ N.T.S. FDI Oo°o°o 0 0 Q)0� 00 `4 `� 0 0 000VAU o I�— 0 00000 0°008 FOUNDATION WALL 2 0 0°0 0 0 80 X000 I X8000 0 W NTS (PARALLEL FLOOR JOIST CONDITION) FDI FILL TAMP TO g5% FILL 4 TAMP TO 015 U o / MIL. VAPOR BARRIER g„ g„ 2X6 AW PLATE WHERE TRUSSES ARE PARALLEL Q 61 DENSITY DENSITY 2X8 AGO PL W/HANGER WHERE PERPENDICULAR 9",P ANCHOR BOLT W 3X3 x� O 3/4" T46 055 SUBFLOOR - i GLUED 4 NAILED _FIRST FLOOR FILL 4 TAMP GRADE TO 1 �� 159 DENSITY CONTROL JOINT GONSTR'.�TION JOINT FLOOR JOISTS - PER PLAN T.O.W. IOlt— FLOOR TRUSSES PER PLAN FULL DEPTH JOINT - PREMOULDED #4 HORIZ. m 1 BLOCKING, /x/v—#10 IO WELDED WIRE ME511 OR FILLER W/ JOINT SEALER Tl'P. 11/2"X14" L5L L I LOW LVL GIRDER PER PLAN HU(4) FI�ERMEsl1 ON SUPPORT Gf1AIRs \_ I #4 @ 12"0/G E.W. 1/2"X4" LAG BOLTS — — 2 #4 DOWEL @ 12"0/C x x x x x x x-- -x x x x x BASEMENT 2 cn ' F " " o F-- ; 35" O.D.STEEL COLUMN VV b WIDE X 6 0 0 0 0 0 ° O o0 oc. o C� 3 0 CPo 0 o�°CO)oo� �0°�0 C� 0 0�� (R-13)CLOSED CELL SPRAT SEA 0 SLAB LONG X I/2"THICK GAP AND BASE PL 0°O 0 0o 0 0 0 a 00 0 (TVP) 80 00 oo Q�aQ o00 p _ 0O�b`'U�=. �bg0 000 0°0 FOAM IN5UL ALONG INSIDE t AGE Z i _LjOF FND. WALL5- FULL HT -- DAMPROOFIN6 PER CODE o 6 MIL. VAPOR BARRIER – 6 MIL. VAPOR FILL TAMP TO QS,% #5 VERTICAL BAR® IS"olG oI CONT 6,HAIR (1)#4 HORIZ.0 5-4'olG -- FILL TAMP TO QS,% ;BARRIER DENSITY ti (Vzii CLEAR TO FACE) I"(MAX)LEVR-INC BED WITH 10 P.G. FOUNDATION WALL TOP OF SLAB NON-5HRINK,HIGH STRENGTH GROUT- DENSITY ON 20"AO" P.G FOOTING N x I o LEVEL l^U STEEL SHIMS TYP I GAL SLAB TYP I GAL EXPANSION JOINTLn �D VAPOR BARRIER/TAMP d FILL TO q5% DENSITY FOUNDATION WALL @ BASEMENT & SLAB CONDITION )Z" 0 ANCHOR BOLTS W/HOOKED ENDS ° - (4 PER COLUMN) W NUTS d WA5HER5 CONSTRUCTION DETAILS N.T.S. VIRGIN SOIL-TVP. ° TYPICAL SLA O N GRADE C O N S TRU z 7 � W FDI 0 °, LZ 0 -36"x36"x12"DEEP FOOTING N.T.S O m EQ. E0. UNLE55 NOTED OTHERWISE ON PLAN J w W O w < (TVP) COLUMN & FOOTING DETAIL 3 3"X3/IG,"X3" WASHER PL -L NUT � ►"� a N.T.S FDI - � 4 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Nr 4-L W OF 3500 P51 AT AGE 28 DAYS UNLESS NOTED OTHERWISE. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6`� Q AIR-ENTRAINMENT AND SHALL HAVE A COMPRE551VE STRENGTH OF 51MP50N 5P2 STUD ❑ -RADE W EGRESS WINDOW. 3500 P51 AT AGE 28 DAYS. 2-2X6 L5L TOP PLATE AT ROOF TRUSS, _ PROVIDE LADDER OUT OF WINDOW WELL TOC / _ PLATE TIE A; EACH 5TUD INTERIOR BEARING WALLS FROM WALL. SEE 2/R4 POR '�- PERMANENTLY AFFIXED LADDER, PROJECTED 3" MIN. F Cie" ANCHOR BOLTS SAW GUT -- " STRAPPING AREA OF THE w/3x3�4 WASHER NTA PL'5® 4'OlG GONTROL JOINT z Q WINDOW WELLS: THE MINIMUM HORIZONTAL ss 1r T > .a• S ^ > J WINDOW WELL SHALL BE a S.F. WITH A MINIMUM HORIZONTAL 2-2X6 AGO PLATEN 11 TOP 01= SLAB I/2"� ROD (TBE) � w 0 0 � PROJECTION AND WIDTH OF 36 INGHE5. THE LADDER OR STEPS ELEV. =o-o SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 INGHE 12" m' ° likr-Lj/ANC x ° ° �� ° 11�`— o ° ° --�-- � 4'o/c °° ° ERT Ch,�`y/� 4E4 ° ° L ° ° °2 RODS 4v ¢- ��p� NEW "MONARCH" DE516NER WINDOW WELL- "QUARRY 36" MIN. ° ° ° ° CONTINUOUS LAP I,o" MIN TDP OF PLYWOOD � 2 z lL ° °° ° ) ELEV. = 0-0 VIEW 51ZE 4x 3x 5 (OR EQUAL) PROVIDE DRAIN TO PERIMETER DRAIN PIPE D �, `,-' 6x6-#10/IO WELDED WIRE MESH OR 6° I'-6" 6 �- " HI3ERME5tt ON SUPPORT Gt1AIR5 '-0"X 4'-0" WINDOW. MIN. OPENING, HEI6HT = 24", cut) 38 NEW 4 ( �x�. ❑ r cu) NES MIN. OPENING WIDTH = 20", MIN. OPENING AREA = 5.-1 S.F. 10" DEEP THICKENED SLAB TO REST ON SET SILL MAX. 44" ABOVE FLOOR. VIRGIN 501L OR MEGHANIGALLY JOB NUMBER BACKFILL W/ WASHED GRAVEL FILL COMPACTED 501L TO g5'% DENSITY _• LVL BEAM, SEE PLAN FLOOR 2016023 3"X3/16"X3" WASHER PL + NUT TRU55 u.i PT RECREATION =CD SHEET NUMBER HAUNCH SLAB 8 Z I EGRESS WINDOW DETAIL 4 N.T.S. FD1 INTERIOR BEARING WALL AT BASEMENTr12 BUILDING FDI FDl w N.T.S. N.T.S. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 7 HINDON 5GHEDULE A Rb B 4-I6d FADE NAILS FROM *• WINDOWS TO BE "ANDERSEN 200 5ERIE5"•* N:INB STUD INTO HEADER 1= 0 WIN WINDOW 51ZE HEAD HEIGHT TRAN50M 51ZE TYPE REMARKS 104'-0" � 5.100 NAILS EACH ENO AT u 104'-0" 5'-10'1 # ID SIH-50N LSTAJ2 STRAP W U OA 3'-0" x 6'-0" @ 8'-0" HD. HT. 3'-0" x 2'-0" DOUBLE HUNG (3) 2Xb INT. HEADER 2Xb Kt"5n�s DNI, EACH JACK 5w CL &E AT SPANS I P TO 6 TETT .0 U nM FOR SPS t2 To IDb FEET 2Xb.LACK STWS NAN): �FEET � 0 (3) 2)(6 INT. HEADER 4 TO POOL 21_a 15-b _ B (2) 3'-0" x 6'-0" ® 8'-O" HD. HT. (2) 3'-0" x 2'-0" DOUBLE HUNG ONE AT SPANS<6' �.� 0 cncp TWO AT SPANS FROM b'TO 12' 'F"� MULLED LOCATION I'-5" �� ON PLAN � 0 o N} :E 22z _ EXTERIOR AND INTERIOR BEARING `•)•5 33'-0" 30'-0" Q w M C 3'-0" x 5'-2" ® -f'-O" HD. HT. 3'-D" x I'-0" DOUBLE HUNG HALL HEADER GONNEGTION I o -c d Ib"SO)APE HBrt6 R4 U r` co O 3'-0" x 6'-0" @ V-O" HD. HT. DOUBLE HUNG PERMA CAST COLUMN W/ M LINE OF WALL TUSCAN GAP#54320 4 co E O 5'-0" x 2'-0" ® 8'-O" HD. HT. FIXED LOUNGE BEYOND BASE#54318(OR EQUAL)(7YP) (D a O1'-8" x 5'-2" ® 8'-0" HD. HT. DOUBLE HUN 3 _1x12"P.T.LOW GIRDER _ x T. 0 G 'T b"xb"P.T.P05T W/ : LY1 I I I I II,-: b"xb"P.T.P05T W G (2) 2'-8" x 4'-2" ® X'-X" HD. HT. DOUBLE HUNG 51MP50N BG52-3/6 I I I I I ° L P05T5IMPGN ANCHOR /6 �N P05T GAP ANCHOR d O POST GAP ANCHOR d XUI I I I I �N� 51MPSON ABU66 SIMPSON ABUbb VERANDA OH (3) 2'-8" x 4'-2" @ X'-X" HD. HT. DOUBLE HUN& �? NOTE: P05T BASE(T`P) �� I I I I C° Q P05T BASE(TYP.) = 10'-101, l0'-10" NO DOORS FROM CLUBHOUSE ( I I I I I = JO (3) 3'-0" x 8'-O" @ 8'-O" HD. HT. FIXED TEMPERED EXITS DIRECTLY TO POOL _ _ _ _ __ __ _ I I I I I-a ENCLOSURE AREA ° - - f TT -I - - - - - - - - - - - - - - -� -- -- - - - 1 SEE PLAN FOR LOGATIONSFORTEMPERED &LA55 - - - - - - - - - - - ALL E-CRE55 WINDOWS (5HOWN MIN. 3052) HAVE A CLEAR OPENING OF 5.150. FT. OR GREATER. CLEAR D L _ _ J L _ _ J L _ — J L _ — J HD OPENING WIDTH OF 20" OR GREATER. CLEAR OPENING HEIGHT OF 24" OR GREATER ( (3) 1 44"1x114"LVL H 4'-5" 10'-01, 9'-II" 8'-8" I'-6" I 4'41 4,_11 I 41. I 41.11 4,_1„ b,. - WINDOW 5GHEDULE AND 51ZE5 TO BE VERIFIED BY WINDOW 5UPPLIER PRIOR TO ORDERING I 0 WOOD k42 I AI 1z 5'-0"50FFI SI DOOfi� SGH DUL BENCH z I I -LT- J m - - - - - - N �z NOTE "A" 4 I _ I I I I Hp J 2 HD :fl iv HD .o DN t2" a DOOR 51ZE — - — ,,.-,///.,,./, .: DOOR ID# „ MAX 3 2"x8" H - �_ 8 HDR ❑ 2-2 HDR 2-2 HDR P05T I cz� I cn 6"xb"P.T.P05T W/ 0 WIDTH HEIGHT THICK MATERIAL REMARK5 STEP o 3030 - SI�1K EXIT EXIT I 51MP50N BG52-3/6 cm _ P05T GAP ANCHOR Q Z Ln 5H01^!ER DRESSING SERVICE, �D ( 17'-0" STEP CEIL 51MP50N ABU66 0 m 2- HDR t JANITOR CL - - SINK / - - \ I LOUNGE4'-0' P05T BASE(TYP) - - - ~ �J 10 3'-0" 7'-0" 15/8)11 GOMP051TE INTERIOR 6° I" 3'-2" f" b= 4'-IO"®D 3'-0" 6" -0" -0" 5'-0" 4" 5'-0" 4" 5' 6" b" \ I — U o m - - -- LOGKER5 74FAB 5A5 \\ - I NET BAR I 3 2'x12"P.T.LOW 61RDER r—� _ �b YI:PLAGE5. o — — — — — — — — — — (n I '1 \ / BY OTHERS 2020 TR-' 6020 TR- 2020TR WOMEN'S I I t 5Ec NOTE"x° I - „ „ (3) 2X6 INT. HEADER SHOWER N ® I I m o O 26 PERMA CAST COLUMN I z 2 b-O 8-O 13/4 FIBERGLASS 6" - - TEMP.GLA55 D R5 I 12"SQUARE HBdG O O 24" 5L - 6080 FWO - 24" 5L 5, 1'-l0" 11'-2" Fn 4" F[4- I w U I I 1^L)TUSCAN GAP#54312 WITH PANIC EXIT HARDWARE O �? EXIT t o t J i I6"DEEP HEAR s I I II�lK BEQUASE (OR ❑ H 4010 TR z �\.A m m - (o z 'r I COVERED - v - EXIT , , I o 30 3'-0" 7'-0" 1 3/4" FIBEROLA55 3010 FWO WITH 12" 5L s _ 1 PORCH PANTG EXIT HARDWARE N �,Z \ - _ � �'� v v z � �� i O 17'-0" STEP CEIL b' 5-0 6" 1'-l0" - 6" ` A ' - MULTI PURPOSE I 6020 TR 5 EXIT t `� \ m m Q t ' z I ti ROOM O OPEN UNDER VANITY,FLOORING (3L p 'n SHOWER O TO CARRY TO BACK WALL.5EE 4 I I I J V J '�Cb INT. HEADER '-8 4" '_p„ 5,_6„ 6° ; — — — — — — — — — m -0" 15/411 FIBEROLA55 - _ - I= I 2'-2" 6" DETAIL ON SHEET H02 - 6080 FWO -o" 3'-l0" MEN'S I I � o (2)13/4"X1/4I o O Z WITH PANIC, EXIT HARDWARE ® I I LVL HD 15' 0"SOFFIT - p O N N F.D. I m „ I`� I t (2113/„X�„ FE r - - - T I- 61 - 11'-2' 4" 8-D' 4 O INT.BEARING WALL LVL HDR D L - - DNI+2" - i DN ITR U �{ 3/4 HOUR "G" LABEL STEEL ° o _ x X TYPICAL M05T REMOTE - -7�o - 50 3'-0" l'-O" 1514" INSULATED STEEL FIRE RATED DOOR W/ 5ELF `� b" bill, 3'-2" I" b'm 303o DRESSING DISTANCE TO BUILDING 05T 10'-0" CEM x 11 Ye"LIY U GLC)SING DEVICE HD _ - = SHOWER R4 R4 EXIT PER 2015 IBC X /PANTRY \ I - EXIT �.o = - TABLE 10112: 102'-l"<200' " v U) 2 X5 HDR ® 3'-0" 6 3'-0" 3S-0J4� LOCKERS , \ R4 R 60 CLEAR 1 REf� (-�nln TR MAXo F.D. - 12'-0" / 4 R� „ _ _-0" 1'-0" 13/4" FIBERGLASS 6080 FW& STEP 15'-0U \ T- STORAGE 101- _ 0 O U " „ - - - - - - - - - zLI! ; �� - 51�K BW-f -�/ I — OUT51DEILL p O E NOTE A WppD y1i T 15'-0"CEIL o BASEMENT ~ 5'-6" 5'-2" 6' 2'-5" 6" BENCH = QI I EXIT GREAT ROOM „ ACCESS 12 Z 3010 FWO O O ° X = �r I 11 -o" STEP CEIL TREADS � ❑ 7 3'-011 -f'-O" 131411 FIBERGLASS EXIT I loo occuP. �, Z F , O PANIC EXIT HARDWARE _ „ X \ I I LIBRARY o I - b R4 - - I I - - - - - - - - - I �- 4 s \ ' WINE LOCKERS 18"X24n I O 42'HIGH 6UARD o cv NOTES: HD 3) I /4"x 14"L7 VL HD INT BEARING WALL RAIL ON l0 POURED - ' /` " "//`" / \ 2-2X6 DEEP STACKED 4 HIGH I CONCRETE WALLS HD " ALL GLAZING IN DOORS TO BE TEMPERED 5AFETY 6LA55 2 A A � � // FE� \\ � P05T 12'-0" CEIL To 8-0 AFF r — , ( 0 1 1 m LOCKERS HALL ART X / o WINE ALL HARDWARE TO BE APPROVED BY OWNER HD R4 0 NOTES: r i 6'I 6'-0" b" 5'-l0" 10'-4" 12'-4" b" I 26'-8" I b° 20'-8" "3'IO' q'-0" x 5'-0" 5.0. 3'I" _p" 10" - - - - - - - - - - - - - - - - ` - - - x .o F- 6 L - o r AGOE55113LE DRINKING FOUNTAIN: I I ry I C W ALL DIMEN510N5 ARE TO FRAME N r=te -, rn SEE DETAIL ON SHEET HG-2 FOR I rap I I - 3-2X6 10'-0"SOFFIT ® _ Un IN5TALL A5 PER MANUFAGTURER5 5PEGIFIGATION5 - I I ri I CLEARANCE REQUIREMENTS I O $ I I I m P05 L _ _ _ _ _ _ _ _ _ _ _ J L - m p_ L - J I I o t 0 - - - - - - HD . m arc - _ i 4 - EXITII = - - - - - - - ❑ ra p m 5-0" I I O I = I I y 17'-0" STEP CEIL EXIT 1 I 1T-0" STEP CEIL - I I I N LOUNGE �r I 3'-0" 12'-0" I u, 51 41 4,1 51 p 4,1 21 p,1 41. 11.51 6,: 1 p,1 41 6,. 6,1 I 3 * L _— J ° I - FITNESS I L — J I N u, T-0" 6" O 1 18 UCCUP. ti I r 0014"X1y411 (2)I3/4"Xw4" FE - I I 1 ry I ( O = I I LVL HDR LVL HDR INT.B WALL O O I T.BEA NG WA L - cy-, I I t (2)1/4"x 4" (2)014"44' I I\ I rii _ L J l N 4 LVL HDR LVLHDR3'-6" 4'-011 Q _ ( _ 5'-0" 18" 10'-0" CEIL o "i �? coUn G _ I 1 I o I \ / 4" MIN 10 CI" COATS / LAV. \ m O G Z - FACE N L — J I I I�+ ' \ / b0"CLEAR Rb W 1 =T FIRE �LOGIN� �' r x ` L - - - - - - - - - - - - - - - - - - - - - - � N L J `, = NOTE „A„/; r - Q I - o x x - - - - - - - - - t `� we 181 p = L — J 15'-0”CEILING - = R4 R4 0 EXIT 15'-0” CEIL FIRST AID / k 111.2.1 FIREBLOGKIN6 MATERIALS. FIREBLO6KIN6 SHALL GON515T 0 2-INCH (5I 4 x RECEPTION O D HD EXIT u) R42-2X6,1 cn w 1 STATION r, MM) NOMINAL LUMBER OR TWO THICKNESSES OF I-INCH (25 MM) NOMINAL LUMBER 3 " 2-2x Ir,�-: 2.2X5 HDR 2X6 HDR - x (2)1/4 x�'4 = _ - HD n i WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 0.115-INCH (1,53 MI`1) WOOD INT.BEARING WALL LVL HDR - = y - -HD zf' 17-77,777777, 72 - - r= - ' 1 OFFICE L o \\ _ STRUCTURAL PANEL WITH JOINTS BAGKED BY O.11q-INCH (18.3 MM) WOOD _2Xb HD I A FI - I O II I r 1��I D I b 16 FE I _ I ° 1 1 L — �1 I L- _IL — — — JL- J I 4 _ J 1 1 I STRUCTURAL PANEL OR ONE THICKNESS OF 0.15-INCH (11 MM) PARTICLEBOARD x O O 6"3'-5" -5" 6" 12'-0° b' 3'-51, 3'-5" 6° 12'-2" 4" Io'-o° b' 111 b"xb'P.T.POST hU 1 O - 51MP50N BC52-3/6 j WITH JOINTS BACKED BY 0.15-INCH (Iq MM) PARTICLEBOARD. GYPSUM BOARD, STORAGE R4 1 L __ J o o L — J= Qz 15'-0" cE>z p 0211 xb"HDR (3)2"xb" HDR (2) 13/„x�,4, LVL 2 POSNAABI166R ' r , VESTIBULE r { ! I u 1 GEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL WOOL OR. 6LA55 FIBER - - Yl f� OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE b 4-° e O I2-° 121-o" s (N N 13 6° I O O I - - = UPSET FLUSH 6 RD R P05T BA5E(TYP) I I I �QQ I O I I 01 (3)2"x61 HDR 5 Lpu I SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE i5'-0" CEIL L — J L _ J Q L _ _ J L _ — J FIREBLOGK. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER 0 : OTHER HD YOGA ROOM o 2-2X8 HDR I._4:, HD HD` o I OD 10'-0" CEIL 7 OCCUP. `t OI HD O - MAIL ROOM � APPROVED NONRI61D MATERIALS SHALL BE PERMITTED FOR GOMPI_IANGE WITH " MAX TEP[—/I1 it I 4 HORIZONTAL FIREBLOCKIN6 IN WALLS CONSTRUCTED 1 11 L_ JL — _ _ JL_ J THE 10 FOOT (3048 MM) HD INSULATION o 4-2' 6-6 4-6 6" 24'-0" b' 61-IC" -_ I �'! zi USING PARALLEL ROWS OF STUDS OR 5TA65ERED STUDS. LOOSE-FILLI3'-o" -IC° 6' ` ° a 4'-4" 5'-2" 3'-0" 5'-6" 5'-0" X N W MATERIAL SHALL NOT BE USED A5 A FIREBLOGK UNLE55 SPECIFICALLY TESTED IN N' ' - I °_� �! 0' x l (V , U; i 3 1 " 3 " " cA Z THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO (271/4 X114 12J1/a x1Y4 _ I I - 16"SQUARE HBdG m ° a :1.-- Z LVL HDR LVL HDR `° ,� - 6 -a,z o o REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT 6A5E5. THE HD f PERMA GA5T COLUMN Hit r Q I �, (INTEGRITY OF FIREBLOGKS SHALL BE MAINTAINED. F- - - _1r - - I HD HD F- — — r — - i — TU5GAN GAP#54320 d I I, , _ > I I I I 0 Iii I 2 X12°P, XT 1 - BASE#54318(OR I ,'I', _ 111i CL L _ _ JL - - J L - - JL - EQUAL)(TYP.J 7 I I1 IN _ 111.2.2 CONGEALED WALL SPACES. FIREBLOGKIN6 SHALL BE PROVIDED (3)2"x12" P.T. o CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INGLUDIN6 FURRED _ l-5'lb I-2' fl- HD X N O SPACES, AND PARALLEL ROW5 OF STUDS OR 5TA6GERED STUDS, AS 1 b xb P.T.P05T W/ LINE MAIL ROOM I I 1 " FOLLOW5: BEYOND — SIMP50N BG52-3/b A. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. ENERGY"°� POST GAP ANCHOR b �+ 51MP50N ABU66 ~ �N 1.ALL CONSTRUCTION SHAD.COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION I I STEL I 1 - 6"X6"P.T.POST W/ P05T BASE(TYP) W CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN I I I I 51MP50N BC52-3/6 I U ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFTICIENCY REQUIRED BY THIS CODE P05T GAP ANCHOR d NOTES: H15 HER TOILETS o a m 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL N THE I I 211'-4" I I 51MP50N ABUb6PERM- - I6"SQUARE HB6 G 111.2.3 CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES. SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I I I I P05T BASE(EYP) W/TUSGA AN GA COLUMN CAST • FLOORS TO BE OF W o FIREBLOGKIN6 SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN 3.ATTIC OR CRAWL SPACE ACCESS SHALL aF WEATHERSTRIFPED AND INSULATED TO LEVEL EQUIVALENT TO I I� I 54320 d BASE#54318 Y ! THE INSULATION ON THE SURROUNDING SURFACES. Lu _ 5MOOTHE-FINI5HED MATERIAL > O U Eli � I I� � I N I (OR EQUAL)fTYP) LTJ w � CONGEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONGEALED 4.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN WITH NONSLIP SURFACES o HORIZONTAL 5PAGE5 CREATED BY AN A55EMBLY OF FLOOR JOISTS OR APPR�GTMIRD ARTY SHAM INSTHE CRITERIA PECT ALL COMPOND IN TABLE 2ENTS AND VERIFY COMPLIANCECODE OFFlCW AN o I !C) 31 I IMPERVIOUS TO MOISTURE z C7-) TRUSSES, AND BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES 5.TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL ° p J �' OCCUPANCY A-3 ASSEMBLY EA51LY GLEANABLE AND r r 6.DUCTS- SUPPLY AND RETURN DUCTS IN ATTICS SHAL' =: BY AN APPROVED THIRD PARTY. + TO 3 ACH50 IN CZ4A,5, 6A.TESTING SHALL BE CONDt"T� I til SUCH A5 OCCUR AT SOFFITS DROP GEILIN65 COVE GEILIN65 AND INSULATED TO A MINIMUM OF R-8 AT 3` SEE SITE PLAN FOR ----- I� I I " LU w OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN DIAMETER. ENTRANCE DRIVE ! a I PANTRY = I OCCUPANT SLOPED AT LEAST Y4 PER o 51MILAR LOCATIONS. DIMENSIONS FOOT TO DRAINS 6A DUCTS SEAUNG- DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. I I I X �t 1 I i I i ❑ 7„)]UCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED XI I STOR/ GOAT/ FAGP THIRD PARTY. in NI I i - WINE 5TORA6E = 2 OCCUPANTS JUNCTIONS BETWEEN WALLS 1L GIVAY (rn') 8.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLVVMS. ! In i I I OFFICE = 2 OGGUPANT5 AND FLOORS SHALL BE 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR<SSF DEGREES SHALL H BE INSULATED COVERED AND OF SMOOTH VESTIBULE = I OCCUPANT r Z Z WITH R-3 MINIMUM. Qp _ _ _ _ _ _ _ _ _ _ W I� IOR WAC!_A5�TIBLY 10. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC ° 1 MULTI-PURPOSE RM/ IMPERVIOUS MATERIALS, FREE z U fr -5/8'APPROVED 6YP'UM BOARD 11TOUIPMENT SIZING-PER ACCA MANUAL S, BASED ON LOA)CALCULATED PER AGCA MANUAL.J As — — — — — — — — — — = FROM CRACKS OR OPEN 0 o o 5 c8 APPROVED 6(P5H�� PROVIDED BY A THIRD PARTY HERS RATER. N LOUNGES = 131 OGGUPANT5 JO I NT5 `�' 1211GHTING -A MINIMUM OF 757.OF PERMANENTLY INSTALLED FIXTURES MUST HAVE Cj�` D�R HIGH-EFFICIENCY LAMPS. HALLWAYS = 2 OCCUPANTS C�� mpg R I' 13.ALL HVAC,PLUMBING AND ELECTRICAL.SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5'-1° 13'-Io° 2'-0° q'-o" -6° DR56 AREAS = 4 OGGUPANT5 • HOSE 5I555 SHALL BE L EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE IT ` + SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, PROVIDED WITHIN THE LIBRARY = 1 OCCUPANTS ;w '�z ' 2 T STUD AND EXTERINrv,OR CALCULATIONS,DRAWINGS,EXISTING STATEMENTS) THE MECHANICAL,FE CONDITIONING,VENTILATION, I '-O" 25'-O" 6'-1°" I3'-O" 6'-10" 12'-6" 10'-6" 12'-6" BATHHOUSE TO ENABLE THE LNTERIOR AND��`-' HEATING SYSTEMS (NEW, IXISDNG OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. RECEPTION = 2 OCCUPANTS ENTIRE AREA TO BE FLUSHED'' FLOOR 14.ADDITIONS,ALTERATIONS OR RENOVATIONS: SHALL COMPLY WrTH IECC 2015.UNALTERED PORTIONS „ / OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE 36-° 26-5 35-b FITN 5 = 25 OCCUPANTS WITH A 50 FOOT HOSE °23810 iS.MINIMUM 000UNG ONE PROGRAMMABLE °IN ACCORDANCE RMOSTAT WITH SECTIOSHALL OBE�NTROL DED FOR SYSTEMS.SEPARATE HEATING AND ' O 4-2" q5'-2" I 1'-6° BASEMENT = 106(UPANT5 FNEW RATEDINTERIOR WALL ASSMEBLY 16AI EXTERIOR WALL/FLOOR/CEIUNG JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE • H05E B1BB5 SHALL BE X WTIH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE A B {JOB NUMBER IRA IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. TOTAL OCCUPANCY = IqO OGGUPANT5 PROVIDED WITH ANTISIPHONA6E DEVICES 2016023 6YP5UM CONSTRUCTION 5HALL COMPLY w -COMBINATION EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACKUP WITH NY5 BUILDING CODE 5ECTION5 AND MI306.1 APPLIANCE GLEARANGE: GENERAL CONTRA(TOR5 AND 5UBCONTRAGTOR5 TO REVIEW Un SHEET NUMBER FIRE EXTIN6U15HER5 TO (ODE F.(.N.Y. SECTION pp�� TABLES 2506,AND 2508. " „ NOTE "X": GAS FIREPLACE TO BE SELECTED APPLIANGE5 5HALL BE IN5TALLED WITH THE THE5E GON5TRUGTION DOCUMENTS UPON RECEIPT FROM Q -AUTOMATIC EMERGENCY LIGHTING SHALL BE INSTALLED IN THE ENTIRE SEE SHEET HC-2 & 3 INTERIOR AND EXTERIOR GLAZING NOTE "A": SHADED AREA DENOTES I RECREATION Q 106. MAXIMUM TRAVEL DISTANCE TO EXIT BUILDING TO ILLUMINATE ALL EXIT AGGE55 CORRIDORS,5TAIRKAY5, SHALL COMPLY HITH NY5 BUILDING KDTH5 OF 2x BLOCKING BETI,IEEN BY Ol^AER AND SHALL COMPLY WITH 2015 GLEARANGE5 FROM UNPROTECTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES FLOOR PI AN 0- CMD -CARBON MONOXIDE FE N „ A55EMBLY 5PAGE5,EXITS,AND EXIT PATHWAYS,BOTH INTERIOR AND PROVIDE SIMPSON HDU2 HOEDOWN W/ CODE SECTIONS 11145 2403,2404, 51UD5.SEE SHEET HG2 FOR GRAB BAR NY`5ECCG SECTION 1032 AND 2015 GOMBU5TIBLE MATERIAL5 A5 INDIGATED ON INCLUDING ANY DIMENSIONAL GONFLIGT5,IMMEDIATELY TO PLAN EXTINGUISHER - 15-D FOR HANDICAP CLEARANCES 5/8 BOLT INTO FOUNDATION AT INTERNATIONAL FUEL 6A5 CODE 5EGTION5 ARCHITECT FOR CORRECTIVE MEASURE5 PRIOR TO 1, _ 1 ,t EXTERIOR BOTTOM OF DOUBLE 5TUD P05T 2406'AND 2401' MOUNTING HEIGiT5 AND LOCATIONS THE APPLIANGE LABEL AND IN THE CONSTRUCTION.DO NOT SCALE DRAWINGS.DIV56ION5 SHALL BE 5GALE: 3/16 - 1'-0" FLOOR AREA= 6,256 50.FT. U PROVIDE FIRE RATED CABINET. -ILLUMINATE EXIT SIGNS,WITH BATTERY BACKUP,SHALL BE INSTALLED 40952,602.2,604.1,AND 6042. COVERED PORCH AREA= 1,292 50.FT. BUILDING � OVER ALL EXIT DOORS 'LOCATIONS INDICATED"HD"ON PLAN, MANUFACTURERS INSTALLATION INSTRUCTIONS. CALCULATED AND NEVER SCALED UNLE55 oTHERHISE NOTED. SEE DETAIL I/R3. MAIL ROOM AREA= 2615Q. FT. LLI R4 L� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED IN5TALL ICE 4 HATER 514IELD PER MAWFAGnjRER5 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY E NOTE: APPLY IGE 4 WATER 5HIELD IN FAIR HEATHER WHEN TIE AIR,ROOF DEGK AND MEMBRANE ARE AT TEMPERATURE5 OF 40"F(5"G)OR H16HER. r 1 J U T Plte, 1M!N�ROOF TRU55E5 PER TR%MAN1F U L U O Ta 5IMP50N Sra4541E wl L .� U W5 STRAPPIN5 aD6TH5 VARY) ■ 0 > c CMINIOIY K L SFEATH145 TO TOP OF TW%FEEL � �N} y Z _ FEEL FE16W VAWE5-SEE TRII6 PRAHNe6 FOR CLU)La M U co'n ACTUAL FEEL W16HT5Q W N M U =Ur- co N co M 12 �/ VARIES V v a A B R6 Rb ° FLITTER 2 V FA501A 00 �w Z. Q O IU VENTED VINYL SOFF 2"x12"P.T. OW GIRDER _-lam FF-71 (3r2 xf2"�':-LOI^ 61RDER�T- (r 15'-01"PL.HT. L l� �l - - - - - - - LL�J 1L�J - - - - - - 15-0"PL.HT. LEADER TO DRYHELL- I I I I 11-4" 1 O.H." I 1 1 -4 DETAILN° "R" I ' O.H. °�, ALIGN FASCIAS I� I z I 15'-0"PL.HT. NOT TO SCALE R5 _� '�I W 12 31 12 = J l-IOd NAILS TO TRU55 8-Sd NAIL5 to I ar o a I I U O Ln 51MP50N MT5 THI5T �_ °- -- 5TRAP AT EAGH TRU55I I 1 1 0 M 2-2X6 L5L TOT'PLATE AT l0'-0"PL.HT. 12'-0" - - -6 b"- - - -I "'( I p I I- INTERIOR BEARING WALLS - - - - - - - - - - - - - 15-0 PL.HT. rn 51MP50N H6 TIE AT EACH � 0 0 L - - - -� Jam - - k - _ cn 5TUD NOT GONNEGTED ALIGN FASCIAS - I'-4° - _ - - �- \- - - - J ` - O.H. O.H. � ( z 0o DIREGTLY TO TRU55 = I -= 1 I- - - ter _ �_ _- -_ _ _ -II o I 1 - -d I 1 I O FF 5-8d NAIL5 = o I II _ _ _ =' l-IOd NAIL5 TO DOUBLE TOP I fl 1 I i' I I - - -- J I I 110-0"PL.HT. PLATE OR NAIL DIRECTLY TO - — --� V. II Ili I O ? s I I ( i I _C57: _ _ _ _ _ O 5TUD IF AL16N5 UNDER TRU55. 10'-0"PL.HT. - - _ O us>= IN COMBINATION ONLY ► N STUDS AND DETAIL I I - - - - - - - - '- - - _-�-1�- - - / I - -(3)2"T1 T-COW GIRDER r •• _ w `RAFTERS DO NOT ALIGN I1! I ��r —I—_ / _ -- NOT TO SCALE R5 1'-4" .IO.H. III Nr I� i I ! - I �� I I '�I I I Icy— C� GONTINUOU5 6" I,I 12 s'�� 1 — — - — — — —I I 8� I ,�~ I �I) — — — i I �I I z w \ (R-19) BATT 8r \ O 51�113GE- - - - - - - - - - - - 1 1 I U ll5 rr12 - - ��-2X6 L5L T01' F TTf/VENT 1 - I = -1 r PL.AT�AT INTERIOR i ( �,� I I BEARING HALL(TYP) IN I 1 — - - - - ---I — — _- - - -�I I I Nr �Q I i z L N n I 2-?X6 L5L T9P I O PLATE AT INTERIOR i I � I 10'-0" PL.HT. U CEILING JOISTS i, �e i may! - J I J - - 7 -I� /. BEARING WALL(TYP) - 0 e ) PER PLAN f I F' _ __ r' I I I I INT.8 - _ - - ]i _ I— s LSI -� - - - - T ��- - - - - - - - � — ,....... _::::... max; I II ��, li (� , ' s ter I_ I m \ / I I - - - - - - I _ SII 1 z GYPSUM BOARD - J v,( - � i I I1 I �y/,d I ~� , qI 1 I ��' � - - - --1 If r - - �u I I ❑ PER PLANS - - _ II ^� I / TIr ISI a"(R-30)BATT I O I n Il \\ FDIPII I I III Ilr _ _ �U II I BETWEEN CEILING _ - _ o I � _ _� —� _ � f- C- - JLJL I \ / L - - - = JOISTS L - - - - - - - - - - - - - - - �- - - - - - - - - -� (— �I� 1 I I If - - � r - - - - - - - - - � � � � � DETAIL 3 10'-0"PL.HT. " X g — — TYP. FLAT CEILING @ATTIC b-6 O.H. TOP TRU55 RIDGE W/VENT z _ - J L - - - 15'-0"PL.HT. / 12 PLATE AT INTER IOR m J I a/71 - T —I - T � - -1 - T � - T - w-T- -I - `� I I 12 NOT TO SCALE _ ti 1 ar BEARING WALL(TYP) I ALIGN TRU55 RIDGES I - - L = - L 1 - L J - L INSULATION DETAIL R5_ -. O _ _ z �—' I WOOD ROOF TRU55 SPECIFICATIONS: (3) 13/4° x 14"LVL HDR - _ INT.BEARING HALL / \ L - -i I w Pj — 1 � I Int- -ISI I o ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE 5TRE55 DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 1 l\ rr SEE 2/R5 FOR / LAT" 5TRAPPIN6(TrP)--i 1 // \\ I�I TRll55 RIDGE W/VENT I I I I I I _ - 1LI ❑ 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 5TRE55 DESIGN: L �� NOTE " D + L EQUATION 16 q) I ! r - - - - - - - - I I I I I `"� 1 III I I ALIGN FASCIAS : i D + 5 (EQUATION 16-10) _ _ ' III D + .6W (EQUATION 16-12) I'-4" i Q II I I .i //' �. -I I - - - - - - - - � _ I 1 � , o , 1 I L N J r oo D + 0.15 (.6W) + 0.155 (EQUATION I6-13) O.H. Q D = DEAD LOAD, L = LIVE LOAD, 5 = 5NOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOAD$65 SHALL r IN ACCORDANCE WITH CHAPTER 26 TO 30 OF A5GE 1-10 FOR 130 MPH ULTIMATE DE551ON WIND NL I I = N 10'-0"PL.HT. I- BE DETERMINED I"I SPEED (101 MPH BASIC DE51ON WIND SPEED) IN EXPOSURE GATEC70RY B. I''I Q I I I I I z 2-2X6 L5L TOP c s U55 RIDGE= 12 Lu I = I 1 nL I PLATE AT INTERIOR s� y 1^U VENT O a BEARING WALL(TYP) f -O" ¢ d 1 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DE51ON LOADS: 12 I o I ►- I L I Gss �� NL Z 'ss {, O.H. U o TGLL = 20 P5F PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR - - - _ _ _ - - - - ar R I z I Ilil I I - _ - -,- do - -- li�l.,BE RING WALL \ - _ O BUILD UP LOADS A5 REQUIRED BY ASGEI-10 , TGDL = 15 P5F, E3GLL=IOP5F, AND BGDL = 10 P5F. PROVIDE 2)13/4"x11'4"LVL HDR ADDITIONAL 25PLF TGDL ON AREAS OF TP THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �°I I 4 �� I � Q l ) _ -J ' - _ _ HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .15". I 1 \ / t 12 Qo j TRUSSES SHALL HA C �� 1 i � \ / I'' I "L ' I II \ / � R6 12 I I I I R6 I TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR 15'0" PL HT - Z ar F - - -- - TO INSTALLATION. TRU55 DE51GN PRANIN65 SHALL INCLUDE THE FOLLOWIN5 INFORMATION: \ I I i Ila L - - - - - - - - - - - - - - - -- - - - - J �� I � -- - -- - - --- - -1 I III ALI6NFA5GIA5 I. DEPTH SLOPE IF ANY) SPAN AND SPACING. , ( 1 I SEE 2/A4 FOR a - - I I i R I 2. LOCATION OF ALL JOINTS. \ - - 'I II �; 2-2X6 L5L TOP 5TRAPPIN6(THP) 3. REQUIRED BEARIN5 WIDTHS. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ; PLATE AT INTERIOR L I I BEAING WALL(TYP) - 4.2. TOP CHORD DEAD LOAD. INT.BEARING WALL 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM GHORD DEAD LOAD. F / I 1 \ 111 I ! I I I ;L 1 III I \ � SEE 2/R5 FOR i � I I I I I I � 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. _ / V I . U) { ': STZAPPIN6(TYP) z 4.6. CONTROLLING WIND LOADS. o �. 12 I wI 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DE516N VALUES FOR CONDITIONS OF USE. 2'-0" 1 \ I P �' 8 - _ _ _ it (1~ 6. EACH REACTION FORGE AND DIRECTION. o.H. o 1 IIII III r ��- - - _ = - i NOTE "R" J o ; I 0 1. JOINT CONNECTOR TYPE AND DESCRIPTION (E.O., SIZE, THIGKNE55 OR SAGE) AND THE DIMENSIONED LOCATION - - - - _ - OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 1 z 0 GALVANIZE[? STEEL lo'-o" PL.HT. - - J ; Q o I I L �__ - _ ; J I I o j 1 �_ I I I�., ° o LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 OA MIN THIGKNE55 GRADE A I PLATES. - - - - - - - - - = _ o I „ _ 1 1 1 O.H. a - - - -- - -- - -- - - -- - - h- I � � - - - - - - - - -� \ /\ �r -� 1 15'-0 PL.HT. vo I ( I I I 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Q. CONNECTION REQUIREMENTS FOR TRU55 TO 61RDER-TRU55, TRUSS PLY TO PLY, AND FIELD SPLICES. � / 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 1 1 � � 10'-0"PL.HT. ---7" � N �� I o 11. MAXIMUM AXIAL GOMPRE55ION FORGES IN THE TRU55 MEMBERS. N O I'-4" 1 I r- nL I ar" NOTE "R" I'-4"12 ALIGN FASCIAS 1�4" I 12 12 1 I ' — 10'-0" PL.HT. N 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOGATION5. 0}{. 1 I O.H. 0.1. ar a r1 1 SII I SH BE DESIGNED IN AGGORDANGE WITH AGGEPTED ENGINEERING PRACTICE. THE DESIGN AND 15'-0"PL.HT. - I _ _ _ _ _ __ - _- _- _ - NL `� �' TRUSSES ALL - � � I li'I l � MANUFACTURE OF METAL WOOD TRUSSES SHALL COMPLY WITH AN51/TPI I. THE TRU55 DESIGN DRAWfNGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFE5510NAL ENGINEER 11 IN THE STATE OF r , 2�xT2�P.T - _ -'xl� P - Uj 0 1 L� _ LON�IRDFR Lo�61RDER -I 1 I I� NEW YORK. O.H. I I I 1 �k��-__- --_ -__- O m 5TANDIN6 5EAM 15-0"PL.HT. i ROOF TRU55 DESIGNER TO ADJUST HEEL HEIGHTS,OVERHANGS, AND ROOF PITCHES 50 THAT FA5GIA5 AND METAL ROOF �*o I ' I o �-�-J L- - - x - - - J' w w RID6E5 ALIGN A5 5HOWN ON ELEVATIONS AND SECTIONS. - Y p 12 I w = Q TRUSSES SHALL BE FABRICATED IN AGGORDANGE WITH THE TRU55 SHOP DRAWINGS FROM ACCURATELY GUT AL16"1 FASCIAS 15'-0"PL.HT. - I ! 12 a � D INSURE TIGHT FITTING JOINTS. WOOD MEMBERS CLAMPED IN RI51D FIXTURES DURING ASSEMBLY T ar 15'-0" PL.NT. = O Z TRU55E5 SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND 5PAGIN6 SHOWN ON TRU55 DRAWINGS. 2'-0" O I 2'—�" Q O CD THE GONTRAGTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF EREGTING THE TRU55E5. THE AREA OF ONE ROOF +Y� O.H. O.H. GONTRAGTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT :» BUILT OVER ANOTHER I I ❑ cn ROTATION AND PROVIDE LATERAL STABILITY IN AGGORDANGE WITH AGGEPTED INDUSTRY PRAGTIGE SUCH AS _ THE 5BGA BUILDING COMPONENT SAFETY INFORMATION (BG51) CODE TO 500D PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5. w C) PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RE515T UPLIFT LOADS I 'n" Z m 5HOWN ON TRU55 DRAWINGS. w f I NOTE "R" Q a Q A I I I I B C5 0 U) TRU55 MEMBER5 SHALL NOT BE GUT, NOTCHED, DRILLED, 5PLIGED OR OTHERWISE ALTERED IN ANY WAY WITHOUT R6 III I I ( R6 OF A RE015TERED DE516N PROFESSIONAL. I I THE APPROVAL p THE GONTRAGTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRU55E5. THE: CONTRACTOR •—� SHALL ENSURE THAT ADEQUATE TEMPORARY BRAGIN5 HAS BEEN DESIGNED AND INSTALLED FOR THE 1 ,� o� z I I i i G °jc r i INSTILLATION OF THE TRU55E5. _ - - - - - 1 I— ��- L — J L — J NOTE: 4 ❑ N E� ROOF TRU55 DESIGNER TO VERFIY ALL ROOF PITCHES AND HEEL HEIGHTS TO INSURE THAT ALL FASCIA BOARDS ALI6N WHERE NOTED. B NUMBER 1507.2.8.2 ICE DAM MEMBRANE w 2016023 NOTE: A MEMBRANE THAT CONSISTS OF AT LEAST 2-LAYERS OF UNDERLAYMENT GUTTERS LEADERS U) SHEET NUMBER CEMENTED T06ETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN 5-IEET ALL GUTTERS LEADERS SHALL BE BAKED ALUMINUM .032" MIN. GAUGE GUTTERS INSTALL ICE WATER SHIELD NOTE "R": RECREATION = SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE EDGE SHALL BE 5" SEAMLE55, 0.�6. STYLE W/ ALL RELATED � REQUIRED ACCESSORIES. PER MANUFACTURER'S PRE-ENGINEERED ROOF TRU55E5 ROOF PLAN Z 5 TO A POINT DIMENSIONED HORIZONTALLY 24" INSIDE THE EXT. WALL LINE OF THE LEADERS SHALL BE MIN. 2 X3 , .027 GAUGE W/ CLIPS It ANCHORS. CAULK a SPECIFICATIONS TO MAINTAIN DESIGNED BY TRUSS ENGINEER. SEE 5GALE: 3/16" = 1'-0" BUILDING 05TRUGTURE 4 AT ALL CRITICAL VALLEY � WALL TO ROOF INTERSECTIONS. SEAL ALL JOINTS. PITCH GUTTER5 MIN. 1/5"/FT. PROVIDE P.V.G. RECEPTORS 5" PRODUCT WARRANTY TRU55 NOTES SHEET R5. v) w ABOVE GRADE TO REGEIVE LEADERS (GL05ED GAP DESIGN). COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED E U � U U LL N �•I , , U W " O a, m 4- 401-11' „ 421-4" U > N `o 32-T 2'-0„ 421-4 261-6" PRE-ENGINEERED ROOF TRU55®24"D.G. PRE-ENGINEERED ROOF TRU55® 24"O.G. PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF TRU55 0 24"O.G. PRE-ENGINEERED ROOF TR155 0 24"O.G. c-_ a-'Z - TRU55 0 24'O.G. L nu) o M Qc W ca M = w -as 11, U � m 12 12 12 � All TRUSS GONNEGTOR5 12 / PROVIDED BY TRU55 MANUFACTURER p i/ b"(R-Iq)BATTS b"(R-Iq)BATTS / CONTINUOUS ABOVE CONTINUOUS ABOVE 51MP50N 5TRON6-TIE MT512 %/ q"(R-30)BATTS 51MP50N 51RON6-TIE MT512 TRL65 CONNECTORS 51MP50N 5TRON6-TIE MT512 12 GONNEGTOR5® EACH ROOF 6r /% q R-30 BATTS CONNECTORS® EACH ROOF CONNECTORS® EACH ROOF PROVIDED BY TRU55 TRU55/TOP PLATE _ _ _ /;/ TRUSS/TOP PLATE MANUFACTURER TRUSS/TOP PLATE CONNECTION CONNECTION o — —CONNECTION LOUNGE PL HT (n 3 c� k YOGA ROOM PL.HT. I'-4" / I b"(R-Iq)BATTS I� 51MP50N 5TRON6-TIE MT512 I-41 b"(R-Iq)BATT 4'-0" 4'-0" 1'-4' I z I 3 CONNECTORS® EACH ROOF 61-116H BLIND O.H. TRU55 GONNEGTOR5 CONTINUOUS ABOVE O.H. LLJ O.H.— j/ I R5 CONTINUOUS ABOVE TRUSS/TOP PLATE FLASHING(TYP) PROVIDED BY TRU55 R5 /% I %a"TYPE "X"GYP.BD. q"(R-30)BATT5 CONNECTION 12 MANUFAGTVRER q"(R-30)BATTS 51MP50N 5TRON6-TIE MT512 I U ON WALL5 d GEILIN6 / I X X -� s��; ��; ;�,� '� CONNECTORS® EACH ROOF (PER 5BEARING WALL z EF — ____J R4 R4 i _ - - - - - - Vie"TYPE "X° GYP.BD. CONNECTION ,v } ffm TRU55/TOP PLATE = R5 1 HouR ExrERIOR BEARING WALL O WOMEN 5 LOCKER OFFICE PL.HT. " Z HARDIPLANK 5HIN&LE 51DIN5 z HN2DIPLANK SHINGLE SIDING J z If-4" (3) 014INX I IYe LVL ON WALLS d CEILING _, TYVEK OR EQUAL M rrvEK OR EgJAL I UPSET FLUSH GIRDER w W6'0513 SHEATHING(FRCP.-V = J7(6'osB SHEATHING(ExP:U I w O.H. o.H. CL 2'x WHOM 5TUD5 100L. YOGA ROOM I FITNESS v HALL " X X b•R-z1 BATrs I a X X LOUNGE �II o GO NEGTOrzS®NEAGH ROOF V I a'wATT sums VOL.Ib•o co = Ve -21 X 6YF I R4 R4 R4 R4 4 b'R-21 BATTS U u� I I .n = = TRU55/TOP PLATE I w i /g x u' ® MEN'S DESSING WOMEN'S DESSING a CONNECTION I 3 ~ w = OFFICE COAT CL HALL WINE LOCKERS 4 STORAGE 4 Z o - � O °- - - - 3/a"T d 6 055 5UBFLOOR- U Q 6LUE5 i 5GREWER-RUN O CONTINUOUS BETWEEN ❑ -� PLATES AT EXTERIOR WALL FIRST FLOOR LINE _ ( ( ( ( ^I _ FIRST FLOOR LINE I FIRST FLOOR LINE _ — _ — ( -I _ FIRST FLOOR LINE O b — — — � I I BASEMENT GEILIN6 I I I NOTE "T" � „ „ I I I 12"(R-13)CLOSED CELL I I I NOTE T UNEXGAVATED I /— c�� FDI * 4"PG.SLAB(MIN.3500 P51 GONG. FDI I I �I I �l4°x IIYe'LOW I \ 5V4"x IIYa" LOW I I W/NO AIR) WITH bxb-10/10 W.W.M. ` — — 10 I SPRAY FOAM INSULATION I LVL GIRDER I LVL GIRDER I I r ^ * " _ I �OUNDAT110DWA�5-�ULL HT. I BASEMENT I I I V J FDI b GRAVEL OR UNIFORMLY GRADED FD1 Q i I I I TYPIGAL BASEMENT SLAB )2" IMAX STONE BASE I I I �"0 5TEEL COLUMN ON * \j— I r O 4 P.G.SLAB(MIN.3500 P51 GONG.) I �"�STEEL COLUMN ON v I Z r, I 30'x 30'x 12'DEEP PG. * D06 MIL.POLYETFELENE VAPOR BARRIER I 30"x 30'x 12'DEEP PG. Q I I O I FOOT10``�1GAL) *4'COMPACTED GRAVEL BA5E NNIFORMLY I FOOTIN6(TYPICAL) I I U 5 G T I O N I I I I GRADED TONE W/A MAX.SIZE A66RE6ATE OF I I I A BASEMENT FLOOR LINE _ I I I I Ys"-COMPACT TO q5%DENSITY) I SCALE: 3/160" = I'-0" - I I I F_ U L:IJI I.LJ L JI I L_ �LJI L_ �L J I I zz I TYPICAL ROOFING: FDI FDI 3 1 U AR(HITEGTURAL 5HINGLE5 Fpl FDI U I5# FELT UNDERLAYMENT p 5/8" PLYWOOD SHEATHING z 12 � 12 DI S�GTION � PRE-ENGINEERED ROOF B TRU55E5 PER MANUF 5GALE: 3/160" = 1'-0" / 5.25" x 14" P.T. P5L �� — LOW GIRDER w w N 15'-0" PL. HT m 51MP50N EGG05-65D52.5 I I ROOF TRU55 61FDER COLUMN GAP - TYP. I 35'-b" 2l'-2" 551-0" i I I PRE-EN6INEERED ROOF TRU55® 24" O.G. PRE-ENGINEERED ROOF TRU55® 24"O.G. PRE-ENGINEERED ROOF TRJ55® 24"O.G. i Ix FASGIA BD. I H � / AZM-45 GROWN O.h. MOULDING z w T 2x6 P.T. STUDS 1 o a _ 1 j i ; ll I (2) P.T. 2x6 16 1 CORNER - TVP. I I i 6 I I I TRU55 GONNEGTOR5 12 12 I!I --- ---- 6x6 P.T. P05T li PROVIDED BY TRU55 1 — INSIDE COLUMN I MANUFACTURER 1 b 12 ij li /— 3 51MP50N 5TRON5-TIE MT512 ! ! I � I 51MPSON STRONG-TIE MT512 ' I _T_ / CONNECTORS® EACH ROOF CONNECTORS® EACH ROOF TRUSS/TOP IX AZEK I , 51MP50N 5TRON6-TIE MT512ji I II CONNECTION TFJ)55/TOP PLATE PLAN I GONNEGTORS o EACH ROOF / / CONNECTION TYPICAL ROOFING: TRIM BOARD I GIRDER ABOVE TRUSS/TOP PLATE — — — — r ; Y� '1; ' ?� ?x r r �. 'a r x I ARCHITECTURAL SHINGLES 15# w GONNEGTION — _ y ti �,' FELT UMDERLAYMENT 12 5/8"PLYWOOD SHEATHING FITNE55 PL. HT. I / q"(R-30)BATTS -=I_ ._. . _ — — -� �, c� t, r I b OV t q" (R-30)BATTS `' / I Ili i ^ % z — --- b" (R-Iq) BATTS z GAULKIN6 TYP ' " „ 6 (R-14)BATTS „ y' ''i ! \ 5IMP50N STRONG-TIE MT512 � o I'-4' S-0 I I 5-D 3-0 3-0 I 12 CONTINUOUS ABOVE / O.H. a� \ GONNEGTOR5® EACH ROOF > CONTINUOUS ABOVE ! /% TRUSS/TOP PLATE a I I / \ CONNECTION I HOUR EXTERIOR BEARIN6 WALL I I X Xt- (PER UL DESIGN>�b) R5 F- R4 R4 } T " x, O HARDIPLANK 5HIN6LE 50145 Ln 2" BLUESTONE CAP ---- i _ + _ _ '��E`T� j Z I I R4 R4 _ I,�„ // N5'OSB SHEATHING(EVA) J � o l � � J 2'x b"WOOD 5TUD5 Ib'0.c. j1 I I FITNESS - O.H. '- Oh a b'R-21 BATTS LOUNGE CULTURED STONE VENEER �' TrPE Gam'BD ° I I o RECEPTION b'R-19 BATTs TVP. 0 4 OVER 15# FELT I-� �- LINE OF WALL OFFICE LAV � FACP CL z YOGA ROOM IN FRONT o w 5/4NCD 1/2" MARINE GRADE PLYWOOD / 67L Td6 056 EHERaBF -R - l o o � GLUES Q SGREWER-RW � � m THEEN 5HEATHING AT STONE BA5E I I PLATES AT0E5xErE IR OR PALL 4 w Lu FIRST FLOOR LINE _ I — — — — — — 1 _ FIRST FLOOR LINE Q O i Q - - - I v o 51MP50N GB88 POST " „ BASEMENT CEILING 6x6 P.T. P05T I I a I I I NOTE T 1 ( ) 4 BASE TVP. IN51PE COLUMN I IL UNEXCAVATED I I I I I I I I w v ;, * 4"P.G.SLAB(MIN.3"OO P51 GONG. FDI I I I 16,' 11Y RDER �LVL I I I I I „ o w 2'-0"x21-0" POURED CONCRETE PIER 10 H/NO AIR)WITH bxb-10/;1' I,!"il.H. I I I ( I I I I i i - i 1 , �— f2 (R-I3)GL05ED CELL - ❑ SPRAY FOAM INSULATION 6 GRAVEL OR UNIFORMLY GRADED I I I I ALONG INSIDE FACE OF ON 3'-0"x31-0"xl2" POURED FDI Y2"MAX STONE BASE I I BASEMENT I I I I i' I Q I I Q _ — 1 I �► I — I FOUNDATION WALL5-FULL HT. s _ GONGRETE FOOTING / 3_d' I I I \J %'0 STEE OX"oNI ( I I I I I J � 30•x 3o°x 12'DEEP PL.I I I I p I I FOOTING(TYPIGAU —t I _ p I I I I I I l I I z z Lij I BASEMENT FLOOR LINE 3 d O D I J L J L JL z © (n PAVEMENT LINEIL GIRDER — II/2" II/2" II I FDI I w O� RCC 5EGTI ON G FDI FDI FDI I FDI �. ,ERT�tiFyj�� C ®_- �� — TYPIGAL BASEMENT SLAB n FACE i � 0� 5GALE: 3/16 - 1'-0" *4'P.G.5LAB(MIN.3500 P51(ONG) t m 1 6= q" / P *D06 MIL.POLYETHELENE VAPOR BARRIER :�, d Z o D '�'� *4'GOMPAGTED 6RAVEL BASE NNIFORMLY zr!; D RpDI� / GRADED TONE W/A MAX.51ZE A66RE6ATE OF V;2'-GOMPAGT TO q5%DENSITY) 0 0 D PRESU>I?F TREATED BRACKETS � � �j� POST GUT FROM 2"x 12"5 OGK. / lQ� U) r1 23 0�� r TWO BRAGKET5 TO GLUED �D D 3_0 D D o �• (PAINTED FINISH ( np� ❑ oF N ESN CV Q FACE L + a D -- JOB NUMBER D o $„ p p Dp 3'� �zy w 2016023 FORT GOGHERE NOTE „R,,; NOTE "T": Q SHEET NUMBER DETAIL COLUMN I DETA 11.._ (OPTIONAL) 2 PRE-ENGINEERED ROOF TRU55E5 20" DEEP PRE-ENGINEERED OPEN RECREATION a s J10 NTS. DESIGNED BY TRUSS ENGINEER. SEE WEB TRU55E5 TO BE DESIGNED z BUILDING uo) I-x. TRU55 NOTES SHEET R5. BY TRU55 MANUFACTURER. (5w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED