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HomeMy WebLinkAbout37437-Z Town of Southold Annex O�SUFFQIq-�oG 6/25/2013 y� P.O.Box 1179 y 54375 Main Road o • ,` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36316 Date: 6/25/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 480 Ruth Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 106.-5-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/29/2012 pursuant to which Building Permit No. 37437 dated 8/10/2012 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: modular one family dwelling with unfinished basement covered front porch and attached one car garage as applied for The certificate is issued to Johnnidis,Nicholas (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0025 5/18/13 ELECTRICAL CERTIFICATE NO. 37437 4/4/13 PLUMBERS CERTIFICATION DATED 3/12/13 Cutc e East PlumbinA&Heating c �16 ized ignatafe TOWN OF SOUTHOLD �guFEnt���G BUILDING DEPARTMENT �O y� . y x TOWN CLERK'S OFFICE o • 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#: 37437 Date: 8/10/2012 Permission is hereby granted to: Johnnidis, Nicholas 65 Weir Ln Locust Valley, NY 11560 To: construct a new single family dwelling (modular) with covered front porch & attached garage as applied for At premises located at: 480 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-5-33 Pursuant to application dated 6/29/2012 and approved by the Building Inspector. To expire on 2/9/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,756.80 CO -NEW DWELLING $50.00 Total: $1,806.80 Building Inspector Form No.6 TOWN OF SOUTHULD. 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: For new building or anew 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_ •Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responpible for the building. .6: Submit Planning Board Approval of completed site plan requirements_ B. For existing buildings(prior to April 9, 1957) ton-conforming uses,or buildings'and G°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; E Swimming pool$50.00,Ac escessory building$50.00,Additions to accessory building$50.00,Business $50.00_ 2. Certifieate of Occupancy on Preexisting Building- $100.00 3_ Copy of Certificate o€.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $15_00,Commercial$15.00 Date_ 201, New Construction: Old or Pre-existing Building: ' (check one) Location of Property: In Tld ,2�j �'1't A rnruc House No. Street Hamlet Ownor or Owners of Property: C g- JUIy nl /�ors Suffolk County'Iax Map No 1000, Section l6(, Biock . _S Lot 3 Subdivision Filed Map. Lot: Permit No. '5-1 Lt 'J -7 Date of Permit. t O � 12- Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ C50 , plic Signature Town Hall Annex sufFoc�r p� COGS Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 G • Southold, NY 11971-0959 'y�lj01 �p0� roger.richert(c)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: - Johnnidis Address: 480 Ruth Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37437 Section: 106 Block: 5 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric Inc License No: 5220-e SITE DETAILS Office Use Only Residential x Indoor x Basement x Service Only Commerical Outdoor x 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage x INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 3 Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: modular house, NY State approval #19-55662, mfg-Apex Homes, serial #10519 200a overhead service Notes: Inspector Signature: Date: April 4 2013 Electrical Certificate.xls of sa�ryo Town Hall Annex ~O l0 Telephone(631)765-1902 54375 Main Road Fax(631)76 -9502 P.O.Box 1179 G Q Southold,New York 1 197 1-0959 �� �O Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ` 1�� Owner: S'cC'(4 G t.5,040 • CvfiGh ve l�l (Please print) Plumber: VLN t 1 S (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this day of l 20J CONNIE D.RUNCFi Notary Public,State of New York, " No.0113U6185050 Qualified in Suffoik County I Commission Expires April 14;2_0.1(0. � i Notary Public, U County i 3 � � ho��OF SObryo`o courm,N�'' TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ "FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING[STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI_ NAL) REMARKS: - TD .f DATE 3 INSPECTOR O��OF SOUTyoI N �C TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATI [ ] INSULATION [ ] FRAMIN /STECiEY [ ] FINAL [ ] FIREPLACE A [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL (FINAL) REMARKS: DATE �� INSPECTOR *, pF SO(/r�,O� !y �OUNi`I,� TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION .. . ..- I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: DATE �S 1 INSPECTOR �� SO(¢�olo --- coy'N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) D�] ELECTRICAL (FINAL) REMARKS: DATE �/ �'2 INSPECTORyjl '— � �o,\Xpf SO(/T�olo eourm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XFINAL PLBG. [ ] FOUNDATION 2ND [ ATION [ ] FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Aq4) .� DATE -Z7 INSPECTOR 7r3 72� OF SO(/r�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�IULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J_ff Zi_Ll Z� �% 71 DATE INSPECTOR CUTCHOGUE EAST PLUMBING & HEATING, INC. LINCENSE # 2877-P INDIAN NECK LANE • PECONIC, LONG ISLAND, N.Y. 11958 TELEPHONE (6311734-7637 F (6311734-2728 �{Tr � P rvt� �t�m►+ � 3 � W31 / ALI EC E Q MAR 12 2013 BLDG.DEPT. TOWN OF SOUTHOLD 1:4 4131 1 ' / ' MOM J L . ROUGH FRADXNQ PLU-MING Room INSLTL ATION PER N.Y. • 1 _. � 0� Ilp j 'M WW • 11 • r 1 I t 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 SoutholdTown.NorthFork.net PERMIT NO. ) Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 014 , 20 1 �v- Single&Separate Storm-Water Assessment Form Contact: Approved �(� ,20_Ee" Mail to: S'lACj- aut4m Disapproved a/c PC Sby`luo Ltq Phone: 9a __yz 8'a Expiration ,20_[A_ �- ��. Buil ing nspector f� _C� E LE PLICATION FOR BUILDING PERMIT JUN 2 8 2012 Date (o Id�a , 20 I or2 INSTRUCTIONS BLDG. DEPT. ' 'TH pletely 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 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. `C=Ji rho C�1.15i call -ru— ' �iinature of applicant or name, if a corporation) /S� CJ.4-i2rcurc...J f.�. �'oc�NvLo (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises AO ICK `\ 0Nnln1 i (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 0 uTH House Number Street Hamlet County Tax Map No. 1000 Section Z66 Block �� Lot .3 i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.' ;Fxxisting use and occupancy V,4cP4,j r L o I— b. hitended use and occupancy S,ol« wwic�i 7�c c�,,✓� 3. Nature 6f work(check which applicable): New Building L Addition Alteration Rel,air Removal Demolition Other Work (Description) 4. Estimated Cost 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 y� Rear qP Depth Z-7 Height �?, 0 ` G Number of Stories c 9. Size of lot: Front Rear /0 o Depth 10. Date of Purchase 201 o Name of Former Owner (,fl m4LTz m g n Z 11. Zone or use district in which premises are situated /6Jroc-,Ji)A- 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 t4nf J»►J' Address 6Sw&/&- �,LTPhone No. 5/6- a-7 6 Name of Architect&,<: Address z r�S12_ ' hone No l-kLm- -9X2 Name of Contractor ddress 31 cm(c-wcx>p , ,- Phone No. �/ 3 IS-Y3V- Sr"r-h-tmi j 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 NOS * 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 /ton survey. 18. Are there any covenants and restrictions with respect to this property? ,,, YES NO J� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) CCU being duly sworn, deposes and says that(s)he is the applicant (Name of i dividual si ning contract)above named, CONNIE D. BUNCH Notary Public,State of Nevi V(.:;k (S)He is the 46c-�T No.01 BU6185060 (Contractor,Agent, Corporate Officer, etc.) Uualified in Su oIN CQUIMY Commission Expires April 14,2 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 and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _Sz day of 20 ic), Notary Public Applicant APPEALS BOARD MEMBERS rg SOOT Southold Town Hall Ruth D.Oliva,Chairwoman ��� y��p 53095 Main Road•P.O.Box 1179 Gerard P.Goehringert Southold,NY 11971-0959 Vincent Orlando vs Office Location: James Dinizio,Jr. Annex/Post Floor,North Fork Bank Michael A.Simon C N ' 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 i S FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2005 Appl. No. 5690: PANAGIOTIS KANARAS Property Location: 480 Ruth Road, Mattituck CTM 106-5-33 (unmerger from 32) SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 4, 2005 at which time the applicant requested an adjournment to allow time for attendance by an attorney, and July 7,2005. During the July 7,2005 hearing,written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 12,500.square feet of land area. The lot lines noted in the 1970 deed are confirmed in the September 29, 2004 survey prepared by Kenneth W. Woychuk, L.S. The adjacent property, deemed merged by the Building Department with the applicant's property, is also 12,500 square feet and is improved with a single-family house constructed in about 1969, referred to as CTM 106-5-32, BASIS OF APPLICATION: Based on the applicant's January 27, 2005 request for a building permit to construct a single-family dwelling,and the Building Department's January 28, 2005 Notice of Disapproval, citing Code Section 100-25. The .reason for the disapproval is that the subject lot(1000-106-5-33)merged with an adjacent lot to the west (SCTM#1000-106-5-32), which has been held in common ownership, during a period of time after July 1, 1983. APPLICANT'S REQUEST: Waiver to unmerge properties under Article Il, Section 100-26 Page 3—August 18, 2005 ZBA File No. 5690—P. Kanaras CTM 106-5-33 RESOLVED, to GRANT the waiver of merger as applied for. Vote of the Board: Ayes: Members Oliva(Chairwoman),Goehringer, Orlando,and Simon. Member Dinizio abstained from voting. This Resolution was duly adopted 4-0-1. Ruth D. Oliva, Chairwoman 8/Jr /05 Approved for Filing I 10 °° � Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm m Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owne -Agent- onsuitant-Contractor or Other (Circle One) Property OWNER (If Different than Applicant) i sp� 13t3µ - r`. C.rJQ Go /iuc.t c)-) S'UC3' IAJC- 02. /U1e(<. c�ONrJn)//�tJ Address: Add ess• /9--6 GJ(aTLnurvcJ O c, 6ui11UC �� Caac! UL L rt1� LL_L Telephone#9bS7_S/392 Fax# Telephone /61 _SS ax#. I E-Mail: ryl0 tb(Ac-p2(, L e- AbL-CJ� E-Mail: Property Address: Brief Description of Construction Activity,Proposed Struchual BMPs,Soil �� to i4T S.C.T.M.#: 1000 Stabalization BMPs,Project Score and/or Sequence of Constriction Activ ity District Section Block Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: pj(�)P-p$L p-C-� 1�-CQ k�'0 an�Jn Q QA Nc Address: Telephone#: Fax#: ([JIMpC__/2tn��J�L aF V16aLC;;S/-2c.C--Te71o,L?-) E-Mail: AO-CrAA YleC.tTt_F2� 1,ecw_Lo(�_1�.c-�p1/-ce�-�r3i)rJ I'OLCO4I�Y.J_�S _C_.'X__C_AV_A'�)OIS_f�S_2_!-_Wt/DA7lJnJ..__ Name of Persons Responsible for Installation 3 M�Intenance of Erosion Control Practice: _ - - - -- -(�fJ SO/L(�1lLL_[SC_/CgoT LLc,ati t7�_�n Address: So1�_�f LL ��� /t��� Sl nC S, /�tlrJ0 -J a� '.---^'----- i Telephone#: E-Mail: Total Area of All I/ 7 Total Area of Land gearing Project Parcels: /5r J00 SYi and/or Ground Disturbance: - -.F./A-) D (Sves Project Duration: Start End .- ?S7 _e,�[eL !rt-C'.C.1_uL=�.�/`)s���=_� 0, �%�_s��1'4 ____ (Anticipated) �l5� Date: -7 �S f/ Date: 3 , l([h A /vn)o (Numtrer of Calendar Days) C=Srt;raZt?�7c+t�= �i� ----------- Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? Yes No --------------•-------------------------.------------ If YES:Please Answer the Followingl _-------------------------------------------- a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No No tJ�r j --- c. Does the SWPPP Adequately Identify All Temporary -----------.--------------•------------------------ 0 Q . and/or Permanent Soil Stabalization Measures? Yes No -_---------------------------- d. Does the SWPPP Adequately Identify a Complete Q Q _..................._......_._.._.._..........__....__..._.._..........._-.._--....._.---.-__.__...___ Project Phasing Plan 7 Yes NO Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) j e. Does the SWPPP Indicate Additional Site Specific 0 Q Practices that Will be Utilized to Protect Water Quality? Yes No /voNC- _...._......__..............._._._...._--......._._.__.._....._._.._....__..._._.__._.___._____._._. ; f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) ' Q by the Town of Southold? Yes No STATF.OF NF,W YORK, COUNTY OF.S ��...............SS CONNIE D.BUNCH Notary Public,State of New York s� 185 50 That I,... � .... lt {(�1 ............:.....................being duly swum,deposes and sa �t� b � ��cant for Permit, (Na a of individual signing Document) _.. - Qualified m And that he/she is the ..................................:.. �., ....... Qlnfr115S11)n Expires Rpri114, b (Owner,Contrado Age Corporate Officer,etc.) Owner and/or representative of the 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 and belief;and i that the work will be performed in the manner set forth in the application filed herewith. j Sworn to befgre me this; Notary Public: (Signalur/f Applipn j SWPPP Assessment FORM. 03-12 Oct 08 12 11 : 28a Anything Electric Inc. 631 -589-1334 P. 1 11-1U-1U; 14:uD tio��o�sou�y�� Toy,t I-I:Ji A,t,lrt 54375 Main Road G ra e rt �4Wti Otft 0�• I'.O.13a>;1179 • y'aU OCT .- 9 2012 .miadmtld,NY 1 1`J71-0,59 Res BLDG. DEPT. 1131JILIANG DEPARTMENT TOWN DF SOLITHOLD TOWN OF SOUTHOLU APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S� 1 Date: �v �-- Company Name: Name: ! License No.: Z 2,d /� Address: /S Z� r�E'- �2 7 Phone No.: Q- 3 / Gl� ' l 3 r eo 3 JOBSITE INFORMATION: (*Indicates required information) *Name: 14 Aim',S *Address: L/�1L u1-/y le •Cress Street: • r1~<ti j( -i /-er' *Phone No.. __. ZL 6 7 Permit No.: -3 7 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) [, '��' / OJ c.11 r (Please Circle All That Apply) --� *Is job ready for inspection: YE FN0 Rough In Final *Do you need a Temp Certificate: ES Temp Information (If needed) *Service Size: 3Phase 100 150 240 300 350 400 other 1 Phase `New Service: Re-connect Underground Number of Meters Change of Service Overhea /i�G✓ Additional information'. I PAYMENT DUE WIT APPLICATION 87-Request for inspection Form TOWN OF SOUTHOLD PttOPERTY RECORD CARD OWNER STREET ��/` t VILLAGE DIST. SUB. LOT i as, n h , 5 U '11 96 f 2f`� j j �U C, f FORMER WNER 'x, ACR. V ,e YPAi bro : f;c .rc S S :W�' L TYPE OF BUILDING v RA 22 S ZES. 1 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ` a d' el AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE "FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Noodland 3wompland FRONTAGE ON WATER a jr 3rushland FRONTAGE ON ROAD J..ouse Plot DEPTH / Z� BULKHEAD dotal DOCK COLOR TRIM M. -Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. . Porch Dormer Breezeway Driveway Garage Patio 0. B. �v. Total 37 Nicholas Johnnidis 65 Weir Lane Locust Valley,N.Y. 11560 (516) 676- 5565 April 14, 2013 Town of Southold Building Department Please send.all future correspondence to me at the above address including the Certificate of Occupancy. The initial application for the C.O. was made by my project manager, Stacey Mohrman. Since hurricane Sandy she has not been involved in this project forcing me to take over. Final inspection of the property located at 480 Ruth Road, Matttituck is scheduled for Wednesday April 17, 2013. Please be advised that I am currently in the process of hiring another contractor to re-grade the property and plant grass seed. My original contractor Ken Rousell has already collected his money for the final grade and clean up and refuses to correct this mess. DThank you for:�in)d consideration APR 16 2013BLDG. DEPT. TOl4IN OF SOUTHOLD Nicholas Jo. idis STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW,M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE April 4, 2012 Mr. Kyle Nornhold Apex Homes, Inc. 7172 Route 522 Middlebourg, PA 17842 RE: M 1168-02-074 System Approval Extension Dear Mr. Nornhold: This letter is to inform the Code Enforcement Official that the New York State.Department of State (DOS)has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) System of Models under approval designated M-1168-02-074. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of Residential Code of New York State 2010. This extension will expire une 30, 2012 A copy of this letter shall accompany plans and specifications submitted for a building permit and be deemed a duplicate original: . I am hopeful that you will find this extension of assistance. Sincerely, Ronald Piester, AIA Director, Division of Code Enforcement and Administration cc: Rick Wenner, PFS Corp. File <M 1168-02-074 Ext Ltr.wpd> WWW.DOS.STATE.NY.US E-MAIL:INFO@DOS.STATE.NY.US ua-ro-ceitc t�•c-t rrom rvT5uu5 lUUtS Jlb4bb44bf Io: 6�.546 Ha9e:1,'1 ' STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PF-RALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE August 8, 2012 Mr. Kyle Nornhold Apex Homes, Inc. 7172 Route 522 Middlebourg, PA 17842 RE: M 1168-12-085 MODIFICATION FOR PROJECTED DORMER Modification of System M 1168-02-074 Dear Mr. Nornhold: In reference to your written application for approval received August 3, 2012 for modification to approved system designated HI168-02-074 is hereby approved to include use of projected dormers in compliance with the Residential Code'of New York State 2010 (RCNYS).This approval.is autlmorized under Title 19 NYCRR Part 1209 and will remain in effect until February 25, 2013 unless sooner revoked, and is subject to renewal at that time.The conditions of approval remain as provided in the approval letter dated July 6, 2012. Enclosed with this letter are the approved plans applicable to this modification. All construction shall be in conformance with the approved plans and the Residential Code of New York State 2010. Should you have any questions, please do not.hesitate to contact me. SincAy, James L. Harding, P.E. Senior Building Structural Engineer Division of Code Enforcement and Administration Enclosures: One stamped set of full size plans c+c: Rick Wenner, P.E., PFS Corp. File <M 1168-02-074 Mod for projected dormer.doc> WM.00S.STATE.NYMS E-MAIL:INF0@D0S.STATE.NY.US CODES DIVISION State of New 'York Department of State Division of(Code Enforcement & Administration 41 State Street,Albany,New York 12231 DEPARTMENTCSTATE (518) 474-4073 fax:(518)486-4487 wwwAos.statemy.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Apex Homes Inc. 7172 Route 922 Middleburg, PA 17842 Building Description: Detached One- and Two-Family Dwellings and Multiple Single- Family Dwellings(Townhouses) Approval Number. M 1168-02-074 Applicable Code: Residential Code of New York State 2010(RCNYS) Expiration Date: February 14, 2013 Maximum Ground Snow Zone: 85 PSF Seismic Design Category: A, B, C Basic Wind Speed: Not more than 120 mph Exposure Category: A, B,or C DOS Contact Person: James L. Harding, PE Additional Conditions: None Approval Date: July 6,2012 Ronald Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that.the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations,mechanical connections,stairs,decks,etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. t S.C.T.M. NO. DISTRICT. 1000 SECTION: 106 BLOCK: 5 LOT(S):33 LL 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ✓ ! PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ? ^^� ARc c^" p SINGLE FAMILY RESIDENCE ONLY ; MAY 2 2 201k. DWELLINGS DATEQ W/PUBLIC WATER 150' APPROVED FOR IViA7{I +9 0 BEDROOMS EXPIRES THR E 'EARS F OM DATE 0 APPROVAL 6,- ,t,t .. t. t .. 7"— MAP OF CAPTAIN KIDD ESTATES S87011 '00"E 100.00' X 4' CHAINLINK FENCE 0.9'S EL 52.4 POST EL 52.5 0 0 o Q DWELLINGS v W/PUBLIC WATER l� 150' CQ •--i 2ND FLR. CANTILEVER DWELLINGS ELEV. 51.3 W/PUBLIC WATER o 11.5' O 150' v OR BROWN LOAM 1 2' CE EL(53.0) 48.0' EL(53.0) W LLJ • ROWN SILTY • 26.0' PROPOSED Ln SAND � in 2 STY FRM. GARAGE N 3.5' Y N DWELLING WITH GRAVE W 14.0' 26.0' m 34.0' EL(52.0) O EL(52.0) COVERED PORCH 0 A w cp w 0 PALE p Z IW BROWN O 'U j FINE + w _ .., COARSE :cnSAND lit Uj : NO WATER 1— 17' 5- EXP p a_ x MIN 91) d ;a a 9-30-04 R � Z LP a C°A0,8 s EL 51.2 MIN, I 51.3 EL 51.3 291.50' N87011 '00"W 10 h00 POST � EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD 22'f ASPHALT PAVEMENT - TOWN MAINTAINED DWELLINGS VACANT DWELLING �—W/PUBLIC WATER 100' —� W/PUBLIC WATER NYT#3 150' THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTAINED FROM OTHERS AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: _ASSUMED ------------ - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 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. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 'THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY'LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK po Land Surveying and Design P.O. Box 3, Mattituck• New York, 11952 FILE # 24-106 SCALE: 1��=20' DATE:SEPT 29, 2004 PHONE (631) 298-1588 FAX (631) 298-1588 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy S.C:T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S):33 DRAINAGE CALCULATIONS: A) BLDG. FOOTPRINT=1,486 SQ.FT. 1,486 x 0.166=246.67 < 247cf REQUIRED (1) 8'DIA x 6' DEEP DRYWELL=264cf PROVIDED 8) DRIVEWAY=660 SQ.FT. 660 x 0.166=109.56 < 1 10cf (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED DWELLINGS ~—W/PUBLIC WATER 150' MAP OF CAPTAIN KIDD ESTATES S87011 '00"E 100.00' x EL 52.4 1 4' CHAINLINK FENCE 0.9'S -�._.. OST C52 5 w O O O o O DWELLINGS ^ W/PUBLIC WATER lC� 150' / 1 2ND FLR. CANTILEVER DRY DWELLINGS I WELL1 ELEV. 51.3 W/PUBLIaf 50 WATER ~ 11.5' DR BROWN 1.2' 0 EL�53.0) 48.0' EL(53.0) LOAM — w ROWN SILTYH- 26.0�\ PROPOSED U) SAND �n 2 STY FRM. GARAGE N 3.5' Y N DWELLING WITH GRAVE — w \ 14.0' 26.0' Ir 0] v 34.0' EL(52.0) o EL(52.0) COVERED POR H O ^ w O Q FEE w PALE O? Ito Ld i ^ BROWN O _ .r4 FINE O I N C\2 COSAND N O �� - �LLI O NO WATER Fil � LU N � 17' 51 EXP 00? O ja a 0 x 3 MIN �\� d' a a / 1 9-30-04 R E-4 LP DRY 10 MINI IX I WELL 3 os8 a EL 51.2 M N' I D EL 51.3 EL 51.3 291 .50' POST N87011 '00"W j 10 .00' EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD 22'f ASPHALT PAVEMENT - TOWN MAINTAINED DWELLINGS VACANT DWELLING W/PUBLIC WATER 100' W/PUBLIC WATER NYT#3 150' ADD D RYW E LLS 0 7-1 1 -12 THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: _ASSUMED ----- ------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY lS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 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. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU&TURFS RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK { Land Surveying and Design 'f P.O. Box 3. Mattituck, New York, 11952 PHONE (631) 298-1588 FAX (631) 298-1580 FILE # 24-106 SCALE: 1 "=20' DATE:SEPT 29, 2004 N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S):33 DRAINAGE CALCULATIONS: ' �� ��/a lot A) BLDG. FOOTPRINT=1,486 SQ.FT. A 1,486 x 0.166=246.67 < 247cf REQUIRED (1) 8'DIA x 6' DEEP DRYWELL=264cf PROVIDED DRIVEWAY=660 SQ.FT. t J r Z 660 x 0.166=109.56 < 110cf (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED DWELLINGS *. W/PUBLIC WATER Q 7 150' MAP D ESTATES �� r Aa V S °11 '00"E 100.0 j t b x 4' CHAINLINK FENCE 0.9'S EL 52.4 EL 52.5 POST p/"L^0 /1IA% M f�� AQfte 0/O�/.�+ DWELLINGS W/PUBLIC WATER ng �Ml rA a ` 150' cV .-� DRY 1 �' �,e/� 2ND FLR. CANTILEVER�M�� DWELLINGS I WELL ,6H iv��AP ELM 51.3 Q ~W/PUBLICO'WATER � i v 11.5' QC�III�� DR BROWN 1.2' of 15 EL(53.0) 48.0' EL(53.0) LOAM _ of w `► V ROWN SILTYF- 26.0 PROPOSED LO V SAND Q to 2 STY FRM. GARAGE N 3.5' Y DWELLING WITH GRAVE _ Q w of \� 14.0' w �.0 m 34.0' v EL(52.0) p) 00 COVERED POR H , ` 0 PALE �+ w Ir p Z ILL, w , 'P, 0BROWN O U > er FINE a O I Cq C sANO U� w NO WATER 17, LLL p�TcNci1� p 0 MIN �\� ia0 ( D Y CIGe if fO-04 CI\3 [� 0 hlCswvw7k.� Z LP / 3 I D 10 MIN;a / EL 43Ds8. i /MML1rt•IIr�s EL 51.2 lr#6eM5 EL 51. AS ` �3 �291 .50' T � POST rOn%.r Semaw A14 t N87° 11 '00 , � A a 0 Secs Ite.94. rain /! ct�.U' _ .._.._ .. _.._ .. _.._.._ .._ .._.._ .. _ .._ .._.._ .._.._ .._..-s"i.A4-w,4.TV Akarr"rc-�i►nl� EXISTING WATER MAIN 94IL Atwo 71 r T0atiG� CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD -r&UacS lUawr.Apt. MAW 70 22't ASPHALT PAVEMENT - TOWN MAINTAINED A•AOwAY 04e4cfc�s' JLA DWELLINGS VACANT DWELLING ~-W/PUBLIC WATER 100' -~ W/PUBLIC WATER NYT#3 150' is A-601 r e ADD DRYWELLS 07-1 1 -12 THE WATER SUPPLY, WELLS AND CESSPOOL G � � teNA•wo�� ��~ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM. _ASSUMED ----------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 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. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFFENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK � r Land Surveying and Design P:O. Box 3, Mattituck, New York, 11052 _ _ FILE 24-106 SCALE: 1"=20° DATE:SEPT 29, 2004 PHONE (631) 298-1588 FAX (631) 298-•1588 N. Y. S. LIC N0. 50227 — maintaining the records of Robert J. Hennesay f 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S):33 #R10-12-0025 DRAINAGE CALCULATIONS: F0LF;-oW;;. NT�Lrhl sERVocEs .:L"NO d e,19a7FOR A) BLDG. FOOTPRINT=1,486 SQ.FT. r 1,486 x 0.166=246.67 < 247cf REQUIRED `-� �=?' 'N.CCE (1) 8'0IA x 6' DEEP DRYWELL=264cf PROVIDED ®B$0 r � t , M-3 Rlo_:_1 Z -ooS 8) DRIVEWAY=660 SQ.FT. The se 98 diSPOWI L :,':3°Jon 0l;�e� n 660 x 0.166=109.56 < 1 10cf Inspected aWof cer iPied t (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED he satisfacdoiy FOR A :Szs and Bend to 0 W0--pa7i J6 MAP OF CAPTAIN KIDD ESTATE�,fC8Ct $erMahagement rest (,.o 7 f Y T S87` 11 '00' E 100.00' x 4' CHAINLINK FENCE 0.9'S EL 52.4 EL 52.5 POST J w O M. O O O O N CV WOOD .,_.::.\.._,.. ( DRY STOOP 2ND FLR. CAN7ILEVFeI L-- L/ EL 52.1 + 0 N1NEL Q EL 52.2 � C 48.0' BILC z W 2 I w w^ �o N 2 STY FRM. Q LO �? in DWELLING §jj Y N FFL=56.2 � N o c w 14.0' w 0_ 26.0' � m EL 52.0 34.0' 0 EL 52.2 26.0' — w � COVERED PORCH O 0 O C8 0' > O� 0 34.6' 7L( w p p� 30.8' -" > O Ll O 39.9 w � 0 �i d+ u W w� O UP , Q E-i z 3 0 ,8, a s EL 51.2 I 1 291 .50' / EL 51.3 POST . N87011 '00"W W.�i.� 10 .00' EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH '(50') ROAD 22't ASPHALT PAVEMENT — TOWN MAINTAINED ECIVI'= NYT#3 JUN 12 2013 1 DRY WELL LOCATION BY OWNER 02-19-13 aSUFr.CO.HEALTH FINAL SURVEY 01-18-13 THE WATER SUPPLY, OFFICE OF APSDOFLIW AT ER MOT FOUNDATION LOC. 9-12-12 ADD DRYWELLS 07-1 1-12 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTAINED FROM OTHERS AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: _ASSUMED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 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. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK � r �� Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 PHONE (031) 298-1588 FAX (631) 298-1588 FILE # 24—106 SCALE: 1 "=20' DATE:SEPT 29, 2004 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy JOB AP-Al 5269 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 6/7/2012 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 D E c' E Design Criteria E3li l f , C7 AUG 1 0 2012 C. N CNN- �< C� BLDG.DEPT. UJ r TOWN OFSOUTHOLD � Location: NY 120mph Ekp.0 or less: _._ 06/08/12 Building Description: Residential. Two Story Modular Wood Frame Construction Codes: 2010.New York Residential Code 2005 NDS ASCE 7-05 Building Importance Category: II; Seismic Criteria Seismic Design Category(SDC) B - Short period design spectral response acceleration (SDS) 032` Seismic Importance Factor 1.W Basic Wind Speed Vasd = 120.`.mph (3 second gust) Exposure= C Wind Exposure Adjustment Factor= 1.4 Wind Importance Factor 1.00 1.0 Snow Load Ground Snow Load= 20• . psf Snow Importance Factor 1.0.0 !. REScheck Software Version 4.4.3 F/i'' Compliance Certificate to Project Title: Qn-15269 NA�.a 006250 4.1;�C? Energy Code: 2010 New York Energy Conservation Construction Code 'aF c Location: Suffolk County,New York Construction Type: Single Family 8/03/12 Glazing Area Percentage: 11 Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. Ruth Drive East End Construction Derek Portzline Mattituck,NY 11952 150 Waterview Drive Apex Homes Inc Southold;NY 11971- 7172 Route 522- - Middleburg,PA 17842 .q •1 • e • a i.. n' Compliance:19.8%Better Than Code Maximum UA:334 Your UA:268 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 935 30.0 0.0 33 Wall 1:Wood Frame,16"D.C. 2172 21.0 0.0 106 #1 Windows:Vinyl Frame:Double Pane with Low-E 32 0.290 9 #4 Windows:Vinyl Frame:Double Pane with Low-E 157 0.290 46 E Door.Solid 37 0.300 11 C Door.Solid 21 0.150 3 C Door-Attic:Solid 22 0.150 3 Q Door.Glass 40 0.330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 935 19.0 0.0 44 Compliance Statement.• The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Derek Portzline (�� , ,Q 8/1/2012 Name-Title Signature Date Project Title: Qn-15269 Report date: 08/01/12 Data filename:\\Apexdcl\y\REScheck\A15269.rck Page 1 of 1 JOB AP-A15269 SHEET NO. 2 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 0 N Design Criteria Cont. f3►Ld/, t C < rCr Floor Diaphragm Aspect Ratio ' c� Length of side(L1)(house width) 27 5 ft 6254 Length of side(L2)(house length) 06/08/12 L2&LI = 1.211 i < 3 :1 OK? Max Mean Roof Height= 30 ;.ft. Roof Framing Span (Horizontal Projection)= 13 75`-ft. Roof Framing Spacing= - 16'"'in. o.c. Roof Overhang Length= 1"' : ft. Roof Slope= 9 :12; i Roof Diaphragm Aspect Ratio Length of side(L,)(width)_ 27 5 ft. Length of side(L2)(length) L2&L, = 1.2 1 ,".i < 3 :1 OK Roof/Ceiling Assembly Dead Load= 15," psf Roof Framing Type= = Rafter .: i JOB AP-Al 5269 SHEET NO. 3 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Height 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing= 16 `<in. O.C. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 8 `!ft. 2nd Story Shearwall Height= 8' {ft. OSB-PLY GYP 1st Story Minimum Shearwall Length= H/3.5 Z•29 .eft. H/1.5 = 5:33 Oft. 2nd Story Minimum Shearwall Length= H/3.5= 2.29'A. H/1.5 = 5.33 ;ft. t { 1st Story Wall Length Available for Full Height Sheathing Bieft= 24 25 .ft. Ltront= .22.75;,'.,,ft. B,i9ht= 19 75`:ft. Lrear 1st Story Maximum Unrestrained Opening Height Hieft= 66 ;in. Htront= 84`: in. Hr;9ht= 84 ,'k in. Hrear= 84 in. oIF NEW 2nd Story Wall Length Available for Full Height Sheathing....,.. 1C' Bleft= 24 50.:'ft. Lfront 25 00 ft. �� �h , Bright 24 75.✓!ft. Lrear= 20.06 ft. , 2nd Story Maximum Unrestrained Opening Height O' Hleft= 66 in. Hfront=> 66 in. , ` Hright 0 in. Hrear 66 in. 10 06/08/12 JOB AP-Al 5269 SHEET NO. 4 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE ASCE 7-05 Uplift Connections Building Width= 27.5 f! ft. Roof Framing Spacing= 1&, ,{in. o.c. Roof/Ceiling Assembly Dead Load= 16 psf Roof Span= 27.5 -ft. Amount of load to be subtracted per Story= = {[(Unit Width/2)x Floor/Roof Dead Load]+Wall Dead Load}x 0.6 = { [(13_75a ft / 2) x 10 psf] + „; 60 plf} x 0.6 71 `;!plf Vertical Design Wind Pressures 3 Sec Gust Wind Speed = 120 !mph End Zone Wind Uplift Pressure 15 6 .1 psf MWFRS Figure 6-2 Max of Zones E&F Int.Zone Wind Uplift Pressure 134, psf MWFRS Figure 6-2 Max of Zones G &H Overhang Wind Uplift Pressure= 15 6 'psf MWFRS Figure 6-2 Max of Zones Eoh, Goh, E, F, G &H Wind Exposure Category Wind Exposure Adjustment Factor= 1 4. � Wind Importance Factor � cc 4 Adjusted Uplift Pressures I , LU Adjusted End Zone Wind Uplift Pressure 21.84 psf �- Adjusted Int.Zone Wind Uplift Pressure 18 76 psf 85t3 Adjusted Overhang Wind Uplift Pressure psf Roof to 2nd Story Wall Connection Load = , 322 plf 06/08/12 2nd Story Wall to 1 st Story Wall Connection Load = 322.,_ plf 77 i plf= 245 'plf E 1 st Story Wall to Foundation Connection Load = 245 J plf , - 77 plf= M 168 =plf i JOB AP-All 5269 SHEET NO. 5 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Rafter to Ceiling Joist Connection w/gussets Connector: (2)7/16"WSP Gusset Plates(1)ea si&of rafter .,,' Fastener: 7/16":x-9�1/2".x'16 ca staples,, Staple Value-Lateral value 7/16in x 1 1/2in x 16 ga staple w/1in penetration = 40.4 :Ibs per staple Reference page 9 for staple capacity calc. Allowable Load 40 4, Ib cap x 6 £Staples 243 {lb for HF or SPF Note: The number of required staples above is the amount of staples required to fasten EACH gusset to the rafter and EACH gusset to the ceiling joist. Req'd Uplift Rafter in.to ft. Per Required Provided Load Spacing conversion Gusset Capacity Capacity 322 'Of x '161 in o.c. x 1ft/12 in / 2 3 215 lb < 243 per gusset Ceiling Joist to 2nd Story Wall Stud Connection Connector: 1.25X20 ga steel strap Fastener: (7) in'ceiling joist;and 10d-nails In wall stud Allowable Load= 860 ` lb, Connector Req'd Uplift in.to ft. Req'd Provided Capacity Load conversion Spacing Spacing p y 9 �' 4Lt6t 1fE/12m in. Ca 860' ":Ibs / 322 plf x 32 m. 32 ,r _. . . ..., f .. ., __.... .... AT 0 06/08/12 JOB AP-A15269 SHEET NO. 6 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection - Front&Rear Connector: USP Structural COnnector.LSTA12 _- (10)10d nails-(5) each end of strap . Allowable Load= 790` lb Req'd Uplift Req'd Provided Load Spacing Spacing Front - 322 plf 29 in D.C. - 16 `in o.c. Rear 322 `plf 29s in o c R° 16 in o.c. 2nd Story Wall Stud to 2nd Story Floor Band Connection -Left&Right Connector: 7/16":0SB/PLY overlap 2-rows of'0:131"z2:5"-N'ails Allowable Load= 192. -: lb Req'd Uplift Req'd Provided Load Spacing Spacing Left 283 plf 6 �in o.c. .° 6 in D.C. Right 252 plf 6,',:' �-An O.C. 6 in D.C. 2nd Story Floor Band to 1st Story Ceiling Band Connection -Front&Rear Connector: USP Structural Connector LOM5 (12) 10d nails`.(6)each end,of strap ; Allowable Load= 950 lb Req'd Uplift Req'd Provided Load Spacing Spacing tft tnj Front 245 plf 47 1in o c 32 in o.c. l n' s Rear 245 1, plf 47 , i in o.c. 32 in D.C. .: O'� ,, ry Floor Band to 1st Story Ceiling Band Connection -Left&Right f U Connector: 7/16"OSB/PLY:'overlap. 2 rows' G.131"x2.5""N"I Allowable Load— - :192,,=lb Req'd Uplift Req'd Provided Load Spacing Spacing Left 283 plf 6 'in o c 6 in o.c. 06/08/12 Right 252 :E pIf 6 ?in o c 6 ;in o.c. _. _. r __- 1 st Story Ceiling Band to 1 st Story Wall Stud Connection -Front&Rear Connector USP�8tru6tural�Cpnne6tor LSTA12:_ (10),10d Hails-(5)"each end-of strap- . .. _ , Allowable Load 790 lb Req'd Uplift Req'd Provided Load Spacing Spacing Front � 245 'plf 39 . in D.C. 32 `in o.c. Rear 245, =plf 39 in o.c. 32, An D.C. 1 st Story Ceiling Band to 1 st Story Wall Stud Connection -Left& Right Connector 7/16 OSB/PLY overlap 2 rows of 0131"x2.5"Nails Allowable Load= 192': ,Ib Req'd Uplift Req'd Provided Load Spacing Spacing Left 283 plf 6 E in o.c. in o.c. Right '252 plf 6 ''in o.c. ` : 6` ` in o.c. r Ci JOB AP-Al 5269 SHEET NO. 6A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections (cont'd) 1 st Story Wall Stud to Floor Band Connection Connector: 7/16 OSB/PLY'overlap floor rim joist 6"' Fastener: 0.131 in'x;2 112in;nails', Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 ,Ibs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing Front 507 plf 4 !:in. o.c. Rear 366 ;€plf 6 in. o.c. Left 528 plf 4 in. o.c. Right 0 ' _ plf 3 in. o.c. of New �P. rf 25� 'st O 06/08/12 JOB AP-Al 5269 SHEET NO. 7 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector 71/16"OSB(PLY overlap sill plate:1 5" Fastener 0 131m x 2 1121n•nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 ^ Ibs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing Front 507 plf 2 in. o.c. Rear 366 11 plf 3 `in. o.c. Left plf 2 in.o.c. Right 0 pif 2 `in. D.C. KE '` =sl UI Uj 06/08/12 cr JOB AP-Al 5269 SHEET NO. 8 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/min. 1"penetration "Other Dowel-Type Fasteners" D = 0 063 in Diameter is = 0:438 in Side member thickness Fyb = 1 E+05I psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 <? Reduction Term-See Table 11.3.1 B Ss -:QSl3/PLYd Side member species Re 7794= Fem/Fes Ms = SPF I Main member species Rt = -Z.286 1= Im/IS SO = .. 16 . ` Staple Gage Im = 1 �in main member dowel bearing length CD = 1�6 Load Duration Factor IS = 0 438 in side member dowel bearing length Fem= 3350� psi main member dowel bearing strength Fes ..4300` psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4.;Ibs Im Zlm= D x Im x Fem x CD = ..._153 5__... Ib _.. Rd Is Zis= D x IS x Fes X CD = 86 2 1 lb Rd I I Zii= k, x D R Is x Fes x CD = 54 5 1 Ib - ) t trt (, I I Im Z111m= k2 x D x Im x Fem X CD = S6 3 lb � ' Uj IM (1+2Re)x Rd s.:AA. � Ills Zills= k3 x D x Is x Fem X CD = v33 6,.- I Ib � (2+Re)x Rd _.._._,_s. ...._.., 06/08/12 IV Ziv= D2 x 2 x Fem x Fyb 0 = 20 2 Ib Rd 3 x(1 +Re) Minimum Shear,Zmin= 202 lb Notes: ..__...._...__.�_._.._ K, _ [Re+(2Re2 x(1+Rt+R 2))+(Rt2 x Re3))("2)-[Re x(1+Rt)] = 0.6 _.r K2 = -1 + (2 x(1+Re))+ 2F e x(1+2Re)x D2 (Vz) 09 3Fem X Imz K3 = -1 + (2 x(1±Re))+ 2F x(2+Re)x D2 (1/z) = 14 Re 3Fem X IS2 �..---....____....... JOB AP-Al 5269 SHEET NO. 8A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/Metal Side Member w/min. 1"penetration ',Other Dowel-Type Fasteners" D = ''0 063'.`in Diameter is = 0.036=in Side member thickness Fye = 1 E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2 2 Reduction Term-See Table 11.3.1 B Ss = 20GA Steely Side member species Re = '0 054 E= Fem/Fes Ms = SPF Main member species Rt - 27 78 = Im/Is SO = 16 Staple Gage Im 1 :"in main member dowel bearing length CD = 16 Load Duration Factor Is = 6 036 din side member dowel bearing length Fem= ~3350 `psi main member dowel bearing strength Fes = 61850;psi side member dowel bearing strength ....... :...... .. Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 52,.5 . Ibs Im Zlm= D x Im x Fem X CD = ..__.._153.5_w._�Ib - Rd Is Z1s= D X Is X Fes X CD = 1m02 0 lb Rd OF - Zn= k, X D x Is x Fes x CD = 624 --#Ib rt t�t 1tt Rd # IIIm Illm 2 Z - k xDxl xFUj em X CD = 667 �Ib _ — m (1+2Re)x Rd 'All I aJ aemQi ` cc) Ills Zllls= k3 x D x Is X Fem X CD = '31 8 lb (2+Re)x Rd 06/08/12 IV ZIv= D2 x 2 x Fem x Fyb 012> _ 26 3 lb Rd 3 x(1 +Re) Minimum Shear,Zmin Notes: Kt = [Re+ (2Re2 X(1+Rt+Rt2))+(Rt2 x Re3)1(1'2)-[Re x(1+Rt)] = 0.6 (1+Re) _ K2 = -1 + (2 X(1+Re))+ 2F x(1+2Re)x D2 (1/2) = 0 5 3Fem x Im2 Ks = -1 + (2 x (1+Re))+ 2F e x(2+Re)x p2 (V2) _ 11.8 Re 3Fem X Is2 JOB AP-Al 5269 SHEET NO. 9 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0.0598`'in Strength of Steel= 36 , ',ksi Strength Reduction Factor= 06 Width of Steel Strap= 1:5 in Thickness of fastener 0.1310`in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 1768 Ib 0.131"x2.5" Nail Capacity Shear Z 83, ]lb NDS Table 11P Load Duration Factor 1;6 for wind ' iLLi&n Adjusted Fastener Capacity= 432.8` lb �� ' _ g- J, Required Quantity of Fasteners to achieve max capacity of strap= c= QTY= 14_ :,nails each end of each strap � �' 0862�� 06/08/12 I I 1„ 7 JOB AP-Al 5269 SHEET NO. 9A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 12,5 in Thickness of fastener 0.1310'in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 867 ' 7 lb 0.131"x2.5"Nail Capacity Shear Z= 81 Ib NDS Table 11 P o Load Duration Factor 1,.6. for wind � Sa I Adjusted Fastener Capacity= 129 6 2lb f JVz Required Quantity of Fasteners to achieve max capacity of strap= � QTY= 7 nails each end of each strap. S 06/08/12 JOB AP-Al 5269 SHEET NO. 10 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls ,- <s 3 , �r 06/08/12 JOB AP-Al 5269 SHEET NO. 11 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls }0 s � 06/08/12 JOB AP-Al 5269 SHEET NO. 12 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads .SPF#3 . . Nominal Tensile Stress Ft= 250." psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1 6, �> ANSI/AF&PA NDS Table 2.3.2. Size Factor CF= 1 3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft= Ft CD CF= 5 '0, psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8 25. in2 Allowable Tensile Load Pt= Ft A= 4290 #lb > 430 Ib OK T4 ILt.tra , $ it la'.J t _ 'X � t 250 � 06/08/12 a ' OV ' SILU JOB AP-Al 5269 SHEET NO. 13 OF 44 rfd CALCULATED BY DB DATE 6/7/2012 ar CHECKED BY DATE Shear Connections 06/08/12 Roof Pitch= 9'12 .; Roof Height= 11 31, ft Roof Span ..w. _... _.. 3 Sec Gust Wind Speed = 120 E mph Wind Exposure= CT Wind Exposure Adjustment Factor= 1.4 . Max Wall Height= 8 ft Wind Importance Factor 1 OQ End Zone Length i°'6 00 loft Building Length = 34 ft Floor/Ceiling Depth= 175, ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure 25 7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure 17 6 . psf MWFRS Figure 6-2 Zone B Int. Zone Wall Horizontal Pressure= 20 4=.`psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure 14 psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure= ;W22.27,Ipsf = (Wall End Zone Press x 2 x End Zone Length) +[Wall Int. Zone Press x(Building Length-(2 x End Zone Length)] Building Length Average Roof Horizontal Pressure= 15.2.7 psf = (Roof End Zone Press x 2 x End Zone Length) +[Roof Int Zone Press x(Building Length-(2 x End Zone Length)] Building Length Perpendicular to Ridge Roof Diaphragm Load = 261 8±plf (Ave. Roof Hor. Press. x Roof Height) + (Ave.Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load= . 367 Of Multiplied by Wind Exp. Factor&Imp. Factor Floor Diaphragm Load 217,1 plf [Ave.Wall Hor. Press. x(Wall Height+Floor/Ceiling Depth)] Adjusted Floor Diaphragm Load 304 plf Multiplied by Wind Exp. Factor& Imp. Factor Parallel to Ridge Roof Diaphragm Load - 175 5, plf (Ave. Roof Hor. Press. x Roof Height/2) + (Ave.Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load- 246" 1 plf Multiplied by Wind Exp. Factor& Imp. Factor Floor Diaphragm Load= 2.17 1 `plf Same as Perp to Ridge Floor Diaphragm Load Adjusted Floor Diaphragm Load= 304 a Of Multiplied by Wind Exp. Factor&Imp. Factor I, JOB AP-Al 5269 SHEET NO. 14 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections-Wind (cont'd) Reference Sheet 13 for wroof&wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge Wroof = 367 ' plf Wroof 246 plf Wfloor= 304". plf Wfloor 3 Of L 34 ,ft. B=, 27 5 ft. Vroof=Wroof x L= 12463 lb Vroof=Wroof x B—; 6755,<lb Vfloor=Wfloor x L= 10336 lb Vfloor=Wfloor x B 8360 .lb Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B= 227` pif vroof=Vroof/2/L 99 plf vfloor1 =Vroof+Vfloorl /2/B 415', plf vfloor1 =Vroof+Vfloor/2/L— 222 plf vfloor2 =Vroof+[2 x(Vfloor/2/B)]_} 602'; plf vfloor2=Vroof+[2 x(Vfloor/2/L)]_ , 345 plf a 0862 VI) � 06/08/12 JOB AP-A15269 SHEET NO. 15 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections-Seismic(conVdl ASCE 7-05 Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 14025.]Ib R- 65; Table12.14-1 Wswall= �8160� 1b Fa= 1.4 `;Section 12.14.8.1 WewalI= 6600 'Ib F= 1 1 !Section 12.14.8.1 Wgable= 1650 ;lb SDS= ' V 0.32 .'Secction 11.4.1 Wfloor= 23375"Ib I= 1.00.; Seismic Importance Factor Kota= '53810- Ib V Seismic Base Shear,V: Section 12.14.8.1 -�K V= F x SDS R x Wtotai X 1 = 2914' Ib 0 Vertical Distribution, Fx: Section 12.14.8.2 Fx = wx x V 06/08/12 Wtotal Fx.roof= 760 ',, Ib Floor Diaphragm Load= 2914 I Ib Fx.floor1 = 1755 `Ib Fx.floor2= F 2914 Ib } Diaphragm Unit Shear Capacity Requirements B 27.5 ft. L t 34z,.' ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B 14 plf vroof=Fx.roof/2/L 1�1 plf 1 st floor down from roof vfloor1 =Fx.floor1 /2/B-: 32' 'plf vfloor1 =Fx.floor1 /2/L=' '26 Of vfloor2=Fx.floor2/2/B 53 plf vfloor2=Fx.floor2/2/L 43 Of i I A i JOB AP-A15269 SHEET NO. 16 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bleft= 24.50 ft. %left= 89 Bright 24.75ft. %right= 100 Shearwall Unit Shear Capacity Vwall left=Vroof/2 Bleft Vwall left= 0 0 ! 12463`lb /(2 X 24.50 ft.) ._ Vwall left= 254 plf Wind Controls Vwall right=Vroof/2 Bright Vwall right= 0 0 F 12463 lb /(2 X 24.75 ft.) Vwall right= 252 ;plf Wind Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lfront=i 25..00 `ft. %front= 74 _ Lrear=; 20'.00; ft. %rear= 87 Shearwall Unit Shear Capacity Vwall front=Vroof/2 Bfront Vwall front= 0 0 6755 .lb /(2 X 25.00'eft.) Vwall front= 135 . Of Wind Controls Vwall rear=Vroof/2 Brear Vwall rear= 0 ; 0 6755 lb /(2 X 20.00 ;ft.) Vwall rear= 169, plf Wind Controls Rf~ 55 UI w 06/08/12 ' I JOB AP-Al 5269 SHEET NO. 16A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bleft= 24125],ft. %left= 88 � x � Bright= '19.75 ft. %right= 72 Shearwall Unit Shear Capacity Vwall left=(Vroof+Vfloor)/2 Bleft Vwall left= 0 0 12463 lb + 10336 F Ib /(2 X 24.25 ft.) Vwall left= !Of Wind Controls`T Vwall right=(Vroof+Vfloor)/2 Bright Vwall right= 0 ., 0 . 17891 lb + 10336 lb / 2 X 19.75'ft.) _� ( Vwall right= 715 ,pif Wind Controls R Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lfront= 22.75 Y ft. %front= 67- " Lrear= 31.75 ft. %rear= ' 66" ._ Shearwall Unit Shear Capacity Vwall front= (Vroof+Vfloor)/2 Bfront Vwall front= 0 0 6755 `lb + 8360 !lb /(2 X 22.:75 ft.) Vwall front= 332 plf Wind Controls Vwall rear= (Vroof+Vfloor)/2 Brear Vwall rear= 0 [ 0 6755 t Ib + i 8360- lb /(2 X 31.75 ft.) Vwall rear= 238 ;plf ;Wind Controls° cc 06/08/12 JOB AP-A15269 SHEET NO. 17 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections (cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly , ` ZIL- I Percent Full Height Sheathing Wind Perpendicular to Ridge t cr %left %right= 100 Wind Parallel to Ridge 0862 %front= 74 't %rear= 87_ :A 06/08/12 Maximum Unrestrained Opening Height 2nd Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hleft= 66��I in. Hfront 66! E in. E Hrght= 0 _ in. Hrear 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fleft= 0.9 j Ffront 0.78 Fright= 1.00 1 Frear= Q 88- Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %left %right= 72. Wind Parallel to Ridge %front= 67 %rear= 66 ; a Maximum Unrestrained Opening Height 1st Story Wall Height- Aft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hleft= 66 In. Hfront= , 84� " In. Hright= .. 84 r (in. Hrear- 84•' In. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fft= 0 89;.`',. Ffront= 066, Fright= 0.69- Frear= 0.65 '1 JOB AP-All 5269 SHEET NO. 18 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0 42 2nd Story Wall- Left PERFORATED 7/16"OSB w/0.931"x25"nails @ 6"me panel edge&12"o"c feld;rrailmg(exteriof) Tabulated Value- _ 2396; >pif vs= 1.40 (Tab.Value)_ -334 pif Vs- 0 pif _.. Shear Capacity of Shearwall Assembly vs J.pif + 0 Of = 334 'pif > 254 � pif OK< r, , ...,. .i ............ .. .... ......:.� .....E _ 2nd Story Wall- Right PERFORATED-_:�, 7/16 OSB w!0 1`31 x2 5 nails, 6 0 �, ,� @ c panel edge"&12 o�c field'nailmg,�(exterior} Tabulated Value 239 pif vs= 1.40 (Tab.Value)= 334, pif vs= 0 pif Shear Capacity of Shearwall Assembly vs = 334 :;`plf + 0 pif = 334 " Of > 252 pif OK 2nd Story Wall-Front PERFORATED°`; 7/16"OSB w10 131"x2:5"nails@ 6"oc panel edge&12",oc field nailirig;(exterior} ._ Tabulated Value- 239 `_plf vs= 1.40 (Tab.Value)= 334 pif 5 Vs= 0 : plf Shear Capacity of Shearwall Assembly vs 334" pif + 0 plf = 334 _ plf > 135 If OK p 2nd Story Wall-Rear IPERFORATED` 7/16"OSB w/0.131'x2:5"nails:@ 6"o c panel edge& 12"o c.field:'nailing(exterior) N� Tabulated _ Value 239 pif ; ttr s 0 (Tab.Value) 334 ;plf vs 0 Shear Capacity of Shearwall Assembly vs 334 plf + 0 pif = 334 .'_.pif > -169 - pif OK 06/08/12 JOB AP-Al 5269 SHEET NO. 18A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= "" 0.42 1 st Story Wall- Left PERFORATED: 7/16'.'OSB w/0:131"x25"nails @.3"o.c. pane[edge& 12"o.c.field nailing(exterior) Tabulated Value= :4501plf vs= 1.40 (Tab.Value)= 630 ,plf Vs= 0— Of Shear Capacity of Shearwall Assembly vs = 630 Y €pif + 0 plf = 630 plf > 470, plf OK 1 st Story Wall-Right SEGMENTED - 7/16",O$B w/,0:131"x2 5"nails @ 2"o c.panel etlge&12"o c. field nailing:(extei or)-dbl studs'Cc Tabulated Value- 588 Of vs= 1.40 (Tab.Value)= 823 1 pif Vs Shear Capacity of Shearwall Assembly Vs = 823 -`pif + y ,u 0 plf = 823 :plf > 715 'plf OK 1 st Story Wall-Front PERFORATED, 7/16"OSB w/0131"x25"-nails @ 3"o c panel edge`&12""_o c field nailing(exterior) Tab :. ulated Value= ' 450. pif vs=1.40 (Tab.Value)= 630 ;pif _3 Vs= 0. plf Shear Capacity of Shearwall Assembly vs - , 63Q; pIf + 0. `plf - 630 Of > 332.v plf OI< 1 st Story Wall- Rear PERFORATED .-_ ._1 _. 7/16"OSB w/0:131"xZY nails @ 4'o c. panel edge:&.12".o.c. field nailing(exterior) " ov V Tabulated Value= 349 'pif S vs= 1.40 (Tab.Value) 488 'pif n vs= 0 pif Shear Capacity of Shearwall Assembly vs = 488 pif + 0 Of = 488 plf > `_ 238 ,plf OK _3 _.I 10 06/08/12 JOB AP-Al 5269 SHEET NO. 19 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6` SPF_#a` Sample Calculation Nominal Tensile Stress Ft= 250 ;`psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= T'1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1..5: ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft'= Ft CD CF 600 'psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 in Allowable Tensile Load Double 2x4-With Splices Pi= Ft A= 315Q,'11Ib Double 2x4-No Splices 6300_z�Ib Double 2x6-With Splices Pt= F;A= 4290 ilb Double 2x6-No Splices 8580 .;lb Double 2x10-With Splices Pi= Ft A= 5550- lb Double 2x10-No Splices 11100`Ib Z= 131.2 lb 0.131"x 3.07Z Nails Minimum splice lap where splices are allowed= 6. ..`1ft 2nd Floor Endwalls T= 6232 Ib Double 2x6 Top Plate-No Splices Sidewalls T= 2263,i lb Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 8 in o.c. 1 st Floor Endwalls T= 11399 lb Double 2x6 Top Plate-No Splices Double 2x10 Perimeter Rail- No Splices F Sidewalls T= 5063 =''Ib Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 7 in D.C. Double 2x10 Perimeter Rail -With Splices& It Stagger 2 rows of 0.131"x 3.0" Nails @ 7 in o.c. S VLF 1 r tY a. 06/08/12 - - JOB AP-Al 5269 SHEET NO. 20 OF 44 CALCULATED BY D13 DATE 6/7/2012 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height- 81.ft. Shear Perpendicular to Ridge `vleft= 334 plf;'.x 0.90 = y300 Off > 254 plf V OK vright= ,.334 pIf x 1.06 = 334 plf > 252 pIf. OK Shear Parallel to Ridge s ` 33 : $ , , 261 " pl - pif OK vfront Off x 0.78 3 0.88 29 K F=vrear 3 f 169, 1 st Story Wall 1 st Story Wall Height- 8 ft. Shear Perpendicular to Ridge vieft= 630.W pIf ,;X 0.89 — 561 plf '> 470 plf- OK Must Use Segmented Shearwall Design v�9nt= 82& pif x 0 69 568 pIf 'NGI Shear Parallel to Ridge Viront= 63Q: plf.`X 0:66 = 413, pif > 332 pIV OKI ` /rear= 488', pIf x 0 65 318 pIf > 238 pIf OKj Note: Perforated Capacity limited to 490pif for Seismic and 686pif for wind r ., cr 8625Qt 06/08/12 JOB AP-Al 5269 SHEET NO. 21 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Overturning Connections r SILO, Check Capacity of Dead Loads to Resist Overturning Loads i i� RVTLength of side(L,)(house width) . 27 5 'ft. Length of side(L2)(house length) mm34mmft. C Dead Load Resistance to Overturning-Left&Right 06/08/12 Dead Load= 65 Of Dead Load* Length to Overturning @ Pivot Point= 893:8,,j Ibs*0.60 = 536 Return Wall Dead Load= 150 ;*0.60= 0 Dead Load Resistance to Overturning-Front&Rear Dead Load Dead Load* Length to Overturning @ Pivot Point- 2550 'Ibs*0.60= 1$3Q Return Wall Dead Load= ,* 65 a `*0.60= 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 2nd Story Module to 1 st Story Module-Left PERFORATED ; Wmd_Controls= T ' " 254 "I pif x 8 0 'ft / 0,90," 2267 lb + lb 536 Ibs DL 1731 Ib Connector>"(1) USP'Strap Tie RS14=100. -; Fastener w (36).10d nails ea strap Allowable Load 2610 lb 2nd Story Module to 1 st Story Module- Right PERFORATED Win&Gontrols. T= 252..;' plf x 8 0 ft. / 1.00` 2014 "ib + Ib - 536' Ibs DL " 1478 'lb ._ USP.Stra Tre RS14-100 Connector.�("1� ,_ . PT, Fastener w% (36);10d riails ea"'strap Allowable Load=2610"lb 2nd Story Module to 1 st Story"- Front PERFORATED Wind Controls•: T :".135 ` plf x ° 8 0 ft. / p 7g ; - ' 1382=- Ib + '. Ib <" 1530 Ibs OK Dead Load of Structure is"Sufficient to Resist:OVerturning Load 2nd Story Module to 1 st Story Module-Rear PERFORATED Wind Controls T 169 plf x 8 0 eft. / 0,88' ' 1536 €Ib + lb 1013 lbs.DL 523 db Connecior: (1:) USP_Strap"Tie RS14-1 OU Fastener:wl (3%10d nails ea:strap Allowable.Load-=261011J ' JOB AP-Al 5269 SHEET NO. 21A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 0 Reference Page 22 for Stud ` iLt t , Overturning Connections 4. Check Capacity of Dead Loads to Resist Overturning Loads 0 Length of side(1-1)(house width)- 27 5 ft. 6Zt� ` Length of side(1-2)(house length) _ , 34 ft. ' S � Dead Load Resistance to Overturning-Left&Right 06/08/12 Dead Load= 130= plf Dead Load '(Length to Overturning @ Pivot Point/2) 1788 .F Ibs*0.60= 1073 Return Wall Dead Load= 3 250 *0.60= 450 x Dead Load Resistance to Overturning-Front&Rear Dead Load= 250. plf Dead Load"(Length to Overturning @ Pivot Point/2)_' 4250; "Ibs'0.60= 2550 j. Return Wall Dead Load = � " 1.30 "0.60= ti 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 1st Story Module to Foundation- Left PERFORATED,` Wind Controls:,. T 470 E plf x 8 Q ft / p 89 4226 'Ib + 1731 Ib 34 Ib 1523 Ibs DL 44 Connector. U.SP STAD14RJ= Fastener:w/ 1/2 in min concrete cover and (38) 16d sinkers;,locate,,..51n from cornet Allowable-Load"496Q Ib 1 st Story Module to Foundation- Right �� SEGMENTED Wind'Controls, T- 715 i plf x 8 Q .ft / 1 5717 lb + 1478 : lb - 429' Ibs,,DL 6766 ,lb Connector: (1) USP TD7 installed on(3)2x6'SPF#Z Studs Fastener;wF (3}7/8 bolts:into stud;:coI mn`&1 U8"threaded,rod w%°8"min embed in 20"min:wide footing', Allowable::Load,=7060 _ . 1st Story Module to Foundation- Front PERFORATED Wmd:Controls{ E T 332 plf x 8 0 !ft. / 0 656 _ . -4052 Ib + Ib 2550 Ibs DL 1502 'lb Connector. U3P STAD14R:1 12n min concrefe`cove�an = 1i from cornerFastener w/ 5n Allowable.Load 49601b" . 1st Story Module t . . ry o Foundation-Rear PERFORATED Wind Controls T 238 plf x ' 8 0 ft / 0 651 ` - 2925 lb + ib < 3060 : Ibs OK l _...:. Oead,Load of Structure is Sufficient to`.Resist Overturning Load ,. JOB AP-Al 5269 SHEET NO. 22 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Overturning Connections (cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation SPF#3 Nominal Tensile Stress IN Ft= 250 ,;Psis, ILL; Load Duration Factor ` n b f A CD= 1.6 Size Factor CF= 1.0- : * Allowable Tensile Stress ` 4 08 2 � Ft'= Ft CD CF= 400~ psi 0 Net Area of Studs A= 8 25 in2 06/08/12 Allowable Tensile Load Pt= Ft'A= 3300 lb Built up Column Fastening Requirement Assume Typical Connection made with x ails� Specific Gravity of Member Stud Height 8 ft _.. ............ .... G = 0.42: Thickness of Member is= 1.50 ' in. Lateral Capacity Z= 82 ' lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6',` ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131' 'ilb ANSI/AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered= (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) (, 131';_jb x `2 -r) / ( 3300 3,Ib / _ 8` �ft ) x ( 12 in / fft ) _ 7 In o.c. JOB AP-Al 5269 SHEET NO. 23 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Roof Pitch= 9 12 Wall Height= 8 ft. Roof member spacing= 16 l in o.c. 3 Sec Gust Wind Speed 1'20 mph Wind Exposure= G Wind Exposure Adjustment Factor 1 4 Load from wind on Wall End Zone Wall Horizontal Pressure= 25 7 '3 psf MWFRS Figure 6-2 Zone A End Zone Wind Load = End Zone Wall Press x(Wall Height/2) End Zone Wind Load = 102 8'?Of Adjusted End Zone Wind Load= End Zone Wind Load x Wind Exp Factor= 143 9 `:plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 3378 Ib See pages 14& 15 Length of Unit _. Load along sidewall in diaphragm chord=sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= pif Req. Roof to E.Z.Wall Load = Max(adj.end zone wind load, Idiaphragm chord load)x roof mem.spacing= Req. Roof to E.Z.Wall Load = 191_.9=lb Roof to Wall Plate Connection Assume Typical Connection made with 0131':x�3"toeriaits Specific Gravity of Member G - 0.421 Thickness of Member is= 1 50 in. Lateral Capacity of Nails Z= 82, Ibs E-N Load Duration FactorCc C 1 6 D Toe Nail Factor Cm Allowable Lateral Capacity of Nails Z' = Z CD Cto = 109, lb Required Roof to Wall Plate Connection 06/08/12 Req'd Nail Nails Load Capacity Req'd 192 r Ib 109 I Ib cap I per framing member JOB AP-Al 5269 SHEET NO. 23A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Assume Typical Connection made with U.131' 3.0"Nails,.in End-Gram Specific Gravity of Member G = 042.E Thickness of Memberm is 1 50`. in. ................... Lateral Capacity Z= 82 0 . Ibs ANSI/AF&PA NDS Load Duration Factor CD= - 1 6 ANSI/AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ctn= 0:67- ' ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87 9�fl lb ANSI/AF&PA NDS Table 10.3.1 Top Plate to Studs&Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 192 .,E Ib 88 W, lb cap 3 ; ;per framing member Bottom Plate to Floor Assume Typical Connection made with 0131"x 30"Nails Allowable Lateral Capacity of Nails Z' = Z CD 82 _m lb x 1.6 _ _. 1_31._. Ib Req'd Stud Req'd � , ;, Load Spacing = Loadr f 192 lb / 16 in oc 144 plf � k� t L Nail Req'd Req'd � Capacity / Load = Spacing s4 131 .,`Ib cap 144 plf 10 in D.C. 06/08/12 JOB AP-A15269 SHEET NO. 24 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections(cont'd) Alternate Roof to Wall Plate Connection Connector: LISP RT16A Fastener: (9) 10d nails in truss and (8) 10d nails in plates:': Allowable Load= 900 lb for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 1.44. plf 48 in. 48 F in. 06/08/12 JOB AP-Al 5269 SHEET NO. 25 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections(cont'd) Design 2nd Story to 1st Story Connection 9iL L1 Assume Typical Connection made with 0.-131".x3"toenails. % ` rff Specific Gravity of MemberR G = 0.42° Thickness of Member 06/08/12 is= 1".50 ',,in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 . Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ct„= 0:83 ;:' ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,n = 109, lb ANSI/AF&PA NDS Table 10.3.1 2nd Story floor to 1 st Story ceiling&ceiling to top plate Connection- Left&Right v=Vfloor1 .;415 Of Ref. Sheet } 14& 15 Connection: 0.131'-'k 3"toenails.:- @ o.c. 2nd Story to 1 st Story Connection-Front&Rear v=Vfloor1 222 Of Ref. Sheet 14& 15 Connection: 0.131"�x 3'.'.toenails � : @ � 5 �_"O.C. 1 JOB AP-Al 5269 SHEET NO. 25A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections(cont'd) NEB Design 1 st Story Module to Sill Plate Connection , , Assume Typical Connection made with � �} x 7 .1 Iz LU 0.131".x 3"toenailsG# �At Specific Gravity of Member G = 0 42 Thickness of Member 06/08/12 is= 1.50,<in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 ' Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctn= 0 83 ' ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,,, = 109 J lb ANSI/AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection- Left v=Vfloor2 602 €Of Ref. Sheet 14& 15 :A Connection: 0 131";x 3"toenails:. @ ;' >2 ,.;"O.C. 1 st Story to Sill Plate Connection- Front&Rear v=Vfloor2 345 <Of Ref. Sheet 14&15z : Connection: 0131 x 3"toenails, o.c. _,, JOB AP-Al 5269 SHEET NO. 26 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Cont'd i N Lu 0862 ilD 06/08/12 1 st Story to Sill Plate Connection-Right v=Vfloor2=s 723 ° 'plf Connector: LISP MP4F.. Fastener: (12).8d x 1-1/2"''nails. Allowable Load= 710 lb Req'd Sliding Req'd Load Spacing 723 `;plf 11 'in. JOB AP-Al 5269 4 SHEET NO. 27 OF 44 r � CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 0862 53 Anchor Bolt Spacing 0 Slidinq Connection 06/08/12 Sill Plate to Foundation Connection-Left Connection: 112 '}"dia.Anchor Bolts @ _ =14 _"O.C. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0 55 Thickness of Sill Plate is= 1.50: ' in. . . ........... Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 686 lb Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1 6 ..................... Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z„ CD= 1088 Ib Vfloor2= 602,.;Iplf Ref. Sheet 1 ,&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing., Load at anchor bolt .602 =plf x 14` "o.c. _ 703, lb CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 703 ':Ib / , 1088 Ib = 0.65" Check Compression Perpendicular to the Grain 1/8ln thick min washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load=Max of 11 plf See page 4 and 470'- `plf See page 18A Uniform Uplift Load = 470, plf Concentrated Uplift Load=Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= . 470 ;plf x 14,''.."o.c. Concentrated Uplift Load 548 I Allowable Compression Stress Perpendicular to the Grain Fc-L = 56.5.- psi ANSI/AF&PA NDS Table 4B Try 2 "square washerw/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 /4) (0.5+ 1/16)^2) = 3:3/4,:An2 Allowable Compression Load Perpendicular to the Grain Pcl = Fcl Awasher= 565 .;psi x 3.7514.'in2 = 2120 lb CSI Uplift=> CSI = Load at anchor bolt/PcPem = 548. lb / 2120 Ib = 0.26 Total CSI =CSI shear+CSI uplift= 0 65: + 0 26 ~_ 0.90. 0 ,1 o N JOB AP-Al 5269 �� SHEET NO. 27A OF 44 =- yrpHA CALCULATED BY DB DATE 6/7/2012 LU CHECKED BY DATE Anchor Bolt Spacing OK; Sliding Connection: 06/08/12 Sill Plate to Foundation Connection-Right Connection: 1/-2 "dia.Anchor Bolts @ 16 O.C. Design Sill Plate to Foundation Connection Assume 1/2 : "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0 55 Thickness of Sill Plate is= in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z/r lb Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z/1 CO= 1088 Ib Vfloor2= 723' plf Ref. Sheet 14&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= 723 Of x 16 ; "O.C. = 964=. lb CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 9644 lb / 1088 J Ib = 0 89 Check Compression Perpendicular to the Grain 1/8in thick min washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of 96$ plf See page 4 and 0`'; plf See page 18A Uniform Uplift Load= 168' 'plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load ��168 '=plf x 16�; O.C. Concentrated Uplift Load= 224 Ib Allowable Compression Stress Perpendicular to the;Grain F,L = 565 psi ANSI/AF&PA NDS Table 413 Try. 2. square washer w/ 1/2 Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)^2) = 3;3/4'.',in2 Allowable Compression Load Perpendicular to the Grain Pal = F� A..her= 565 psi x 3 751` in2 = 2120-,F lb CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 224 >.E lb / '.2120 lb = 0.11. Total CSI =CSI shear+CSI uplift= 0:89'; + 0 11:.. _ ..t 0.99 OK' . 5 N !- JOB AP-Al 5269 � SHEET NO. 27B of 44 r � CALCULATED BY DB DATE 6/7/2012 CU tea CHECKED BY DATE •fir» .:� �� _:... _ , Anchor Bolt Spacing 01(, Sliding Connection: 06/08/12 Sill Plate to Foundation Connection- Front Connection: 1/2 , "dia.Anchor Bolts @ 24 "O.C. Design Sill Plate to Foundation Connection Assume 4/2 °"dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer-than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G Thickness of Sill Plate is= 1:50.. in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z„= 680_.,'lb Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z11 CD 1088�A lb Vfloor2= 345 plf Ref. Sheet 14^&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt 3451 pif x 24 :' "o.c. = 690 :,lb CSI =Load at anchor bolt/Z' CSI Shear=> CSI = _ 690 lb / 1088 Ib = 0 63-:1, Check Compression Perpendicular to the Grain 1/8in thick min:washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load =Max of 168 plf See page 4 and 332 plf See page 18A �q Uniform Uplift Load = 332.:-j1plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load- 332 plf x 24" `"o.c. Concentrated Uplift Load- ; -`664 +lb Allowable Compression Stress Perpendicular to the Grain F,,L = 565 psi ANSI/AF&PA NDS Table 4B Try , 2; square washer w/ - 1l2` "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)"2) = 3 3!4 £1112. Allowable Compression Load Perpendicular to the Grain Pal = Fri Awasher= 565 :.'Psi x 1 31 51 1 in2 = 2120: lb CSI Uplift=> CSI = Load at anchor bolt/P�e� = 664 Ib / 2120='Ib = 0'.31 0.63 + Total CSI= CSI shear+CSI uplift= 0.31 = 0.95 OKI , 1 t 131LLt r 4, y JOB AP-Al 5269 SHEET NO. 27C OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE t 08625'? Anchor BoltSpacirig,OKt ,: Sliding Connection! 06/08/12 Sill Plate to Foundation Connection-Rear Connection. 1!2 ` "dia.Anchor Bolts @ 30 O.C. Design Sill Plate to Foundation Connection Assume 1l2 dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= i' 0 55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 lb Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6. Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain nr .Y ANSI/AF&PA NDS Table 10.3.1 Z' = Z„ CD 1088:; lb Vfloor2= 311 °.. plf Ref. Sheet Load at anchor bolt= Vfloor2 x Anchor It Spacing Load at anchor bolt= 1 311 plf x '30;. o.c. = 777' lb CSI =Load at anchor bolt/Z' CSI Shear=> CSI = -777,: lb / ' „1088 lb = 071 Check Compression Perpendicular to the Grain 1/8in thick min washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load=Max of 168'._1 plf See page 4 and 23$ 'plf See page 18A Uniform Uplift Load= 238 Eplf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 238 - plf x 30 o.c. Concentrated Uplift Load= 695 lb Allowable Compression Stress Perpendicular to the Grain Fri = 565 .psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 .;"Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)-2) = 3 3/4. in2 Allowable Compression Load Perpendicular to the Grain Pal =Fc-L Awasher= 565 psi x 3 751� in = 2120,-'lb CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 595'." lb / 2120 lb = 0 28 Total CSI =CSI shear+CSI uplift= 0 71 + 0:28 = 0.99 OK c JOB AP-Al 5269 SHEET NO. 28 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 05 N8PJ,, Sheathing Connections 3 '^a •< p Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads s � . 3 Sec Gust Wind Speed= 120 mph 06/08/12 Suction Pressure from Wind-ASCE 7 Figure 6-3, Use 10psf minimum C&C Pressures Interior Zone Zone 1 = �25 9. "psf Perimeter Edge Zone Zone 2 = 30 3'. psf Overhang Zone Zone 2 OH = 43 9 psf Overhang Zone Zone 3 OH = 43 9 '�,psf Wind Importance Factor 1 00 Wind Exposure= C,� Wind Exposure Adjustment Factor= 1.4 C&C Pressures Adjusted Interior Suction Pressure= 36:3 ' psf Zone 1 Adjusted Perimeter Suction Pressure= 42 4 ?psf Zone 2 Adjusted Overhang Suction Pressure= 61.5 ;psf Zone 2 OH Adjusted Overhang Suction Pressure= 61 5 v psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension— : 27.5 ';`ft• Z= 10% Minimum Building Dimension= 2:75` A But not less than 3 ft. Roof Framing Spacing 16 ..µ'[in. D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= W 36 =psf x ' '1.33. �ft. = 48: ;plf Perimeter Edge Zone= 42 psf x 1.33 A = 57` plf Overhang Zone= 61 1 psf x 1 33 ft. = 82 =plf JOB AP-Al 5269 SHEET NO. 29 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/1,6':OSI3(Unblocked).;; Fastening: 0.1311"xZ.V nails�at 6�"o c. panel edge fastening and 12?"D.C. field fastening Specific Gravity of Roof Framing G= 0.42 Diameter of Nails D = OA 31 E in. Length of Nails L= 2:50 .E in. Thickness of Sheathing t= 0:438- in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 , Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 34 lb/in. Length of Nail Penetration LP= L-t= 2.06111 in. Withdrawal Capacity per Nail W'LP = 69 Ib Required Suction Load Capacity Interior Zone= 48 _` pif Ref. Sheet 28 `r Perimeter Edge Zone= 57 ; pif Ref. Sheet a 28 Overhang Zone= 82 pif Ref. Sheet 28 Required Fastening Interior Zone= 12 J..o.C. xl. Perimeter Edge Zone= 6 O.C. Cs) . Overhang Zone= 6 ...f"D.C. Uj 06/08/12 JOB AP-Al 5269 SHEET NO. 30 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 124631 lb B= 27.5 =ft. vroof= 227,% plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G Roof Sheathing:. 7116"OS_B(Unblocked); 0,131'x2.5"nails at 6i' a _,. Fastening 'D.C.o c panel edge nailing and 12i"D.C. field nailing Tabulated Value= �211 6 €plf vs = 1.4 -'(Tab.Value) See Supplement Table 2C Footnote 1 296.2 `plf > 227 -µ plf OK OF NE lLLtra�t te, 0, a3 y 7+ 06/08/12 t 1f 4 JOB AP-A15269 SHEET NO. 31 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 10336:. lb vfloor= 188:`E plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= 642 E Floor Sheathing: 51.8ih OSB(Unbi6cked),. Fastening 0.148N3.nails at. 6,"o.c. panel edge fastening and 12 "o.c.field fastening Tabulated Value= :262 2 plf vs = 1.4 (Tab.Value) See Supplement Table 2C Footnote 1 36TA"plf > 188 !plf OK [w JT op 06/08/12 JOB AP-Al 5269 SHEET NO. 32 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE °p NtFt- Sheathinq ConnectionsiLt Wall Sheathingcc "V w Design Wall Sheathing Connection to Resist Suction Loads £ ` 3 Sec Gust Wind Speed= 120 mph S Suction Pressure from Wind-ASCE 7 Figure 6-3 06/08/12 C&C Pressures Interior Zone(Zone 4)= 28., psf Edge Zone(Zone 5)= 34:7 psf Wind Importance Factor 1 00 Wind Exposure Wind Exposure Adjustment Factor= 1 4 Adjusted Interior Suction Pressure= 39 3 , psf Adjusted Perimeter Suction Pressure= 48.6-: Ipsf Perimeter Edge Zone Width Minimum Building Dimension= 27 5.rrft. Z= 10% Minimum Building Dimension— 2 75 ft. But not less than 3 eft. Wall Framing Spacing= �16 ain. o.C. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 39 ;.'psf x 1.33 'ft oc 52 plf Edge Zone= 49` psf x 1 33 ft oc 65 Of JOB AP-Al 5269 SHEET NO. 33 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'dl Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16"OSB Fastening: 0.13174,.57 nails:at 6.1"o.c. panel edge nailing and 12E"o.c.field nailing Specific Gravity of Wall Framing G= 0 42.j Diameter of Nails D= 0.131 . in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 2.1 lb/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W' =W CD= 34' Length of Nail Penetration LP= L-t= 2.063"`in. Withdrawal Capacity per Nail W' LP = 69 1 lb Required Suction Load Capacity Interior Zone= 52 plf Perimeter Edge Zone= 65' plf Required Fastening seLUI,r . Interior Zone= 12 "D.C. Perimeter Edge Zone= " 6 "o.c. 06/08/12 JOB AP-A15269 SHEET No. 34 of 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE NEF Ridge Connections BILL mlqo N Ridge Connection ' On— Roof Pitch= 9f, ,t 086253 <G Roof Span 3 Sec Gust Wind Speed= `120:.'mph 06/08/12 Wind Exposure= C: Ridge Connection Ridge Connection Load 322 1 plf See Page 4 Connector: USP Strap-Tie LSTA15 Fastener: (12)-10d nails (6 each end of strap) Allowable Load= 950 Ib.. Req'd Req'd Provided Load Spacing Spacing 322 plf 35 'in. D.C. : 32 'in. D.C. Flip Connection Flip Connection Load= 322 ;iplf Connector: USP Stra. LSTA15 Fastener. (121104 nails Y (6 each end of strap) 9 Allowable Load- R- 50 Ib;;. Req'd Req'd Provided Load Spacing Spacing 322 plf 35 1 in. D.C. 32 ,'in. O.C. JOB AP-Al 5269 SHEET NO. 35 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Overhang Connection Outlooker to Endwall Roof Pitch= 9:12 Roof Span= 13"75 .ft. Roof Overhang Length 3 Sec Gust Wind Speed = 120 ?,mph Overhang Uplift Load=° 61.46 psf Zone 2 OH See page 28 Overhang Uplift Load=. 61'.46" psf Zone 3 OH See page 28 Outlooker Spacing= 16 in o.c. Tabulated Overhang Uplift Connection Load Zone 2oh = 81 95 Ibs Tabulated Overhang Uplift Connection Load Zone 3oh 81 95 Ibs Wind Exposure= C Wind Exposure Adjustment Factor= 1.4' , IINE Adjusted Ridge Connection Load Zone 2 OH 115� Ibs ' Adjusted Ridge Connection Load Zone 3 OH 115": Ibs le. Connector: 0:131N3"Nails` /.1.5"pen 2 � Allowable Load= 50.4 lb'': 06/08/12 Connectors Per Outlooker Req'd Zone 2 OH = 3 per outrigger Connectors Per Outlooker Req'd Zone 3 OH= `3 per outrigger JOB AP-A15269 SHEET NO. 36 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Collar Tie Connections Collar Tie Connection 'cc Roof Pitch = 912: .m` U.r VA Uj Roof Span = 217.5 fft. 08 if)-250 r� 3 Sec Gust Wind Speed= 120 , ;mph 06/08/12 Collar Tie Connection Requirement Rafter Spacing Load= 322 I plf x 16 in o.c. 429.5 °lb See page 34 Design Collar Tie to Rafter Connection Assume Typical Collar Tie to Rafter Connection made with 0.131"x 30";face.nails Specific Gravity of Member G= 0.42!; Thickness of Member ... . ..... ._. is= 1.50`':'' in. ....... ... Lateral Capacity of Nails Z= 82 :;Ibs ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity of Nails Z' = Z CD= 131,E 1lb ANSI/AF&PA NDS Table 10.3.1 Required Collar Tie to Rafter Connection Req'd Nail Nails Load Capacity Req'd 430 Ib / 131 Ibcap = 4 per rafter Minimum of 3 required per code JOB AP-Al 5269 SHEET NO. 37 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Connections N Knee Wall Connection 4; 41, Uj S 7 dx Roof Pitch = 912,, , ? Roof Span = 27µ5., ft. 08625�) 3 Sec Gust Wind Speed= 120 zmph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind= 430'' lb See page 36 Design Knee Wall Connection Assume Typical Connection made with 0131"x3 25"toenails:: Specific Gravity of Member G= 0 42 Thickness of Member is= 1 50 "Y in. ......... ..... Withdrawal Capacity of Nails W= 21 Ibs per inch penetration ANSI/AF&PA NDS Table 11.2C Load Duration Factor CD= 1 6 ; ANSI/AF&PA NDS Table 2.3.2 Penetration Depth Cd= 175°'.'in Toe Nail Factor ANSI/AF&PA NDS 11.5.4.2 Ctn Allowable Withdrawal Capacity of Nails per inch W' = W CD Cd Cry 39 lb ANSI/AF&PA NDS Table 10.3.1 Req'd Nail Nails Load Capacity Req'd 430 lb 39 E lb cap 11'' ;per stud NG Too Many Na ,U ilsse'Alternate,Conn.,;See Page 37a, JOB AP-A15269 SHEET No. 37A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Alternate Connections " Knee Wall Connection <` cc Roof Pitch = 9:12 0 625U Roof Span = 27 S °* 3 Sec Gust Wind Speed = 120 ;mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind = _ '430',:_i lb See page 36 Design Knee Wall Connection Assume Alternate Connection made with #8x4"Screws Toed Specific Gravity of Member Toe Nail Factor Ctn= 0 67 G= 0.42=" ANSI/AF&PA NDS 11.5.4.2 Thickness of Member is= 2 83 in. Withdrawal Capacity of Screws W= 82 Ibs per inch penetration ANSI/AF&PA NDS Table 11.2C Load Duration Factor CD= 1 6 ANSI/AF&PA NDS Table 2.3.2 Penetration Depth Cd= 1 17. in Allowable Withdrawal Capacity of Screws W' = W CD Cd Ctn= 103,== Ib ANSI/AF&PA NDS Table 10.3.1 Req'd Screw Screws Load Capacity Req'd Option 1 430 {lb 3_ 103`s lb 5` per stud #8x4"Screws Toed Req'd Strap Quantity Load Capacity Req'd Option 2 430 i lb 653 lb 1 . ;per stud 20GA x 1.5"Strap w/(14)0.131"x2.5" Nails ea strap (7 per end) Note: Strap capacity reduced for only 10 total nails installed and installed at an angle JOB AP-Al 5269 SHEET NO. 38 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference 7/16"x 1 1/2"x 16 ga staples Rafter to Ceiling Joist (2)7/16"WSP Gusset Plates per gusset to rafter& Sheet 5 Connection w/gussets 322 plf 1 ea side of rafter 9 ( ) 6 per gusset to ceiling joist Ceiling Joist to 2nd Story Wall 322lf 1.25"X20 ga steel strap (7) 10d nails in ceiling joist and Sheet 5 Stud Connection p 10d nails in wall stud @32ino.c. aY � C O v 06/08/12 m c 0 U .Q M Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 SHEET NO. 38A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference LSTA12 FRONT 322 plf 16 in o.c. (10) 10d nails-(5)each end of 2nd StoryWall strap REAR 322 If p 16 in o.c. Stud to 2nd Story Floor Band 6 Connection 7116"OSB/PLY overlap LEFT 283 plf 6 in O.C. 2 rows of 0.131"x2.5"Nails RIGHT 252 plf 6 in o.c. U) LSTA15 FRONT 245 plf 32 in o.c. G (12)10d nails-(6)each end of 2nd StoryFloor strap REAR 245 If P 32 in O.C. d Band to 1st Story r_ Ceiling Band 6 L)V Connection 7/16"OSB/PLY overlap LEFT 283 plf 6 in O.C. 2 rows of 0.131"x2.5"Nails Q RIGHT 252 plf 6 in o.c. USP Structural Connector FRONT 245 plf 32 in o.c. LSTA12 (10) 10d nails-(5)each end of 1st Story Ceiling strap REAR 245 plf 32 in o.c. Band to 1st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap LEFT 283 plf 6 in O.C. 2 rows of 0.131"x2.5"Nails RIGHT 252 plf 6 in o.c. Note: 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. NEB t4 i S Uj 0,96250 06/08/12 JOB AP-Al 5269 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor FRONT 507 plf 4 in o.c. rim joist 6" 1st Story Wall REAR 366 plf 6 in o.c. Stud to Floor 0.131 in x 2-1/2in nails 6A rn Band Connection LEFT 528 plf 4 in O.C. Use 2 rows of fasteners along bottom edge of panel y RIGHT 0 plf 3 in o.c. C C O V 7/16"OSB/PLY overlap sill FRONT 507 plf 2 in o.c. plate 1.5" M REAR 366 plf 3 in o.c. Floor Band to Sill Plate Connection 0.131 in x 2-1/2in nails Sheet 7 Use 1 row of fasteners along LEFT 528 pif 2 in o.c. bottom edge of panel RIGHT 0 plf 2 in o.c. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. `{ +} uE 100625 OF S �� 06/08/12 JOB AP-Al 5269 SHEET NO. 39 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-Left 7/16"OSB w/0.131"x2.5"nails 254 plf @ 6"o.c.panel edge&12" Sheet 18 Perforated o.c.field nailing(exterior) 2nd Story Wall-Right 7/16"OSB w/0.131N2.5"nails 252 plf @ 6"o.c.panel edge&12" Sheet 18 Perforated o.c.field nailing(exterior) 2nd Story Wall-Front 7/16"OSB w/0.131 N2.5"nails 135 plf @ 6"o.c. panel edge&12" Sheet 18 Perforated o.c.field nailing(exterior) 2nd Story Wall-Rear 7/16"OSB w/0.131 N2.5"nails 169 plf @ 6"o.c.panel edge&12" Sheet 18 Perforated o.c.field nailing(exterior) 4) N N Q 1st Story Wall-Left 7/16"OSB w/0.131N2.5"nails 470 plf @ 3"o.c.panel edge&12" 18A d Perforated o.c.field nailing(exterior) t W 7/16"OSB w/0.131"x2.5"nails 1 st Story Wall-Right @ 2"o.c. panel edge&12" 715 plf o.c.field nailing(exterior)-dbl 18A Segmented studs @ shtg seams 1 st Story Wall-Front 7/16"OSB w/0.131 N2.5"nails jL BrU " 332 plf @ 3"o.c. panel edge&12" Perforated o.c.field nailing(exterior) 1st Story Wall-Rear 7116"OSB w/0.131 N2.5"nails 238 plf @ 4"o.c. panel edge&12" �- � Perforated o.c.field nailing(exterior) Ors S 06/08/12 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB AP-Al 5269 SHEET NO. 40 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 7 in o.c. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-Left 1731 lb (1)USP Strap Tie RS14-100 (36) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Module-Right 1478 lb (1)USP Strap Tie RS14-100 (36)10d nails ea strap Sheet 21 2nd Story Module to 1st Story Front Dead Load of Structure is �' OK Sufficient to Resist 0 :,1 � ilheI Overturning Load ^ _O 2nd Story Module to 1st Story � = Module-Ream ` _ 523 lb (1)USP Strap Tie RS14-100 (36) 10 its e sc 21 C O 1st Story Module to •= Foundation-Left 1/2 in min concrete cover and 4434 lb USP STAD14RJ (38) 16d sinkers, locate 1.5in 21A from corner d > 1st Story Module to Foundation-Right (3)7/8"bolts into stud column 6766 lb (1) USP TD7 installed on(3) &1-1/8"threaded rod w/8" 21A 2x6 SPF#2 Studs min embed in 20"min wide footing 1st Story Module to Foundation-Front 1/2 in min concrete cover and 1502 lb USP STAD14RJ (38) 16d sinkers, locate 1.5in 21A from corner 1 st Story Module to Foundation-Rear Dead Load of Structure is - OK Sufficient to Resist 0 21A Overturning Load Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 SHEET NO. 41 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Desiqn Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 192 lb 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 192 lb Grain. NA 23A Plate to Studs 3 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 144 plf NA 23A { CE Ul N O c O V 06/08/12 :a 2nd Story floor to 1 st Story 0.131"x 3"toenails. N ceiling&ceiling to top plate 415 plf @ 3 in OC N/A 25 Connection-Left&Right 0.131"x 3"toenails. 2nd Story to 1 st Story 222 plf @ 5 in OC N/A 25 Connection-Front&Rear 0.131"x 3"toenails. 1st Story to Sill Plate 602 plf @ 2 in OC N/A 25A Connection-Left LISP MP4F 1st Story to Sill Plate 723 plf @ 11 in OC (12)8d x 1-1/2"nails 26 Connection-Right 0.131"x 3"toenails. 1 st Story to Sill Plate 345 plf @ 3 in OC N/A 25A Connection-Front&Rear Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted r' ' JOB AP-Al 5269 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference 06/08/12 N C O v d C C O V Cl C 'C M 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 1869 lb 2 USP MSTA30 Straps (22) 10d nails each strap NA Ceiling Rim to Ceiling Rim across Mateline 2nd Floor Endwall Mateline- Floor Rim to Floor Rim across 1869 lb 2 USP MSTA30 Straps (22)10d nails each strap NA Mateline 1st Floor Endwall Mateline- Top Plate to Top Plate/ 3819 lb 3 USP MSTA30 Straps (22)10d nails each strap NA Ceiling Rim to Ceiling Rim across Mateline 1st Floor Endwall Mateline- Floor Rim to Floor Rim across 3819 lb 3 USP MSTA30 Straps (22)10d nails each strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-A15269 SHEET NO. 43 OF 44 f ; x CALCULATED BY DB DATE 6/7/2012 t €� t ; CHECKED BY DATE Design Summary Locatior `` sheathing Connection Reference a i- MAIN ROOF: P 06/08/1 227 if 0.131"x2.5"nails at 6"o.c.panel edge nailing and 12"o.c.field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 � Shear OVERHANGS: t 6 in o.c. edge&field Wall Sheathing 65 plf 0.131"x2.5"nails at ,C 7/16"OSB 6"o.c.panel edge nailing and Sheet 33 "o.c.field nailing Non Shear Wall Suction 12 g 188 pif 0.148"x3"nails at 6"o.c.panel Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 Shear field fastening Location Force Connection Fasteners Required Reference USP Strap-Tie LSTA15 � (12) 10d nails (6 C Ridge Connection 322 plf Sheet 34 each end of strap). V @ 32 in o.c. d .a USP Strap-Tie LSTA15 (12) 10d nails (6 Flip Connection 322 plf Sheet 34 R each end of strap). @32ino.c. 4 = Collar Tie Connection 430 lb 0.131"x 3.0"face nails Sheet 36 C 0 per rafter v #8x4"Screws Toed 5 per stud N Knee Wall Connection 430 lb or Sheet 37a (1) 1.5in x 20GA Strap wi(/)u.��1"x1.5"luaus ea Rafter connections listed above are minimum required for wind design and are not meant to replace connections required by calc's manual or by gravity loads. Location Force Connection Fasteners Required Reference 602 pif sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation Bolt(Assume 1/16"oversized @ 14 in OC C Connection-Left and hole) 27 0 470 pif uplift 1/8in thick min.washer required 0 723 plf sliding 2"square washer w/1/2"Anchor C Sill Plate to Foundation and Bolt(Assume1/16"oversized @ 16 in OC 27A C Connection-Righthole) 0 168 plf uplift 1/8in thick min.washer required C) 0 345 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation and Bolt(Assume 1/16"oversized @ 24 in OC 276 t4 Connection-Front ) 332 plf uplift 1/8in thick min.washer required 311 pif sliding 2"square washer w/1/2"Anchor LL Sill Plate to Foundation and Bolt(Assume hole) oversized @ 30 in OC Connection-Rear 27C 238 pif uplift 1/8in thick min.washer required Sd nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted 1 JOB AP-Al 5269 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'dl Location Force Connection Fasteners Required Reference N 0.131"x3" Nails w/1.5" C Outlooker to Endwall 115 plf O pen. Sheet 35 r v Within 3.00 ft of Corner 3 per outrigger d c 0.131"xW Nails w/1.5" V Outlooker to Endwall 115 plf pen Sheet 35 0) Not 3.00 ft of Corner 3 per outrigger C M t L Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 6232 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in oc P 0.131"x 3.0"Nails 2263 Ib Sheet 19 Sidewalls 1 st Floor Double 2x6 Top Plate-No Splices N 113991b Sheet 19 Endwalls Double 2x10 Perimeter Rail- ,0 No Splices U E 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of 7 in oc >� Splices& 0.131"x 3.0"Nails @ sd 5063 Ib Sheet 19 t Sidewalls Double 2xl0 Perimeter Rail- Stagger 2 rows of M With Splices& 0.131"x 3.0"Nails @ 7 In OC 3 _ d , � , 3 F CU3 9r' Minimum Lumber Grade and Species is SPF#3 Unless Noted Minimum Splice Length is 6 ft 06/08/12 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 Garage SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 6/7/2012 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 N� 6' Design Criteria r { 1 cc 1 �O 862 Location: O NY 06/08/12 12017* h Exp C or less: Building Description: Residential One;Story, Modular Wood'Frame Construction Codes: 2010.New York Residenfiat Code 2005:NDS ASCE 7-05 Building Importance Category: II;` Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration (SDS) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd= 120 mph (3 second gust) Exposure Wind Exposure Adjustment Factor= 129_ Wind Importance Factor 100-`.( 10 I Snow Load Ground Snow Load= 20 psf Snow Importance Factor 1.00, JOB AP-Al 5269 Garage SHEET NO. 2 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE C, 5� Design Criteria Cont. cg �, I @ tdht t Floor Diaphragm Aspect Rati0000 &25 W Length of side(L,)(house width) Length of side(L2)(house length) - 14 ft. 06/08/12 L2&LI = 1.5 1 < 3 :1 OK` Max Mean Roof Height Roof Framing Span (Horizontal Projection)= 10.75°rift. Roof Framing Spacing= 16 " in. o.c. Roof Overhang Length Roof Slope= 12 12 Roof Diaphragm Aspect Ratio Length of side(LI)(width)_ =21 5.• ft. Length of side(L2)(length) L2 & L, = 1,.5; 1I < 3 :1 OK Roof/Ceiling Assembly Dead Load= 15' psf Roof Framing Type= Rafter; JOB AP-Al 5269 Garage SHEET NO. 3 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Height= 8 ft. 8 . Wall Stud Specifications= 2x6 SPF'#3 Wall Stud Spacing= 16 ` in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 8 Ift. f OSB- PLY GYP 1 st Story Minimum Shearwall Length = H/3.5= 2`•29 ft. H/1.5 = 5:33 !ft. f t 1 st Story Wall Length Available for Full Height Sheathing Lfront Bright= 1&25.1-ft. 1st Story Maximum Unrestrained Opening Height Hfront= 84. in. Hdght= 84 in. ,NEB I L d.trt� x � 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 4 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE ASCE 7-05 Uplift Connections Building Width= 21 5. ft. Roof Framing Spacing= �.' 16 in. o.c. Roof/Ceiling Assembly Dead Load= 15 "I psf Roof Span= 21 5 ;ft. Amount of load to be subtracted per Story= = {[(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load)x 0.6 = { [(1075 ft / 2) x 10 ';psf] + 60 plf) x 0.6 = 68 . plf Vertical Design Wind Pressures 3 Sec Gust Wind Speed= 120 mph End Zone Wind Uplift Pressure 15 6 !psf MWFRS Figure 6-2 Max of Zones E&F Int.Zone Wind Uplift Pressure= 13 4 psf MWFRS Figure 6-2 Max of Zones G &H Overhang Wind Uplift Pressure 15 6 psf MWFRS Figure 6-2 Max of Zones Eoh, Goh, E, F, G &H Wind Exposure Category C Wind Exposure Adjustment Factor= W 1 29 Wind Importance Factor 1 0G, Adjusted Uplift Pressures Adjusted End Zone Wind Uplift Pressure- : 20 12 Wi psf ', 3 � 4 Adjusted Int. Zone Wind Uplift Pressure- 17.20 i psf ' , @ 2 Adjusted Overhang Wind Uplift Pressure 20 12 ;psf a ' Roof to 1 st Story Wall Connection Load = 236 . plf 06/08/12 1 st Story Wall to Foundation Connection Load = 236 .`plf . - 68 plf= 1,68 ?pif f JOB AP-All 5269 Garage SHEET NO. 5 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Rafter to Ceiling Joist Connection w/gussets Connector: (2) 7/16'.'WSP GussetPlates(1)eaaide.of rafter Fastener: 7/16"x�1:1/2"z 16 ga'staples Staple Value- Lateral value 7/16in x 1 1/2in x 16 ga staple w/1in penetration= 40.4 1bs per staple Reference page 9.for staple capacity calc. Allowable Load 40 4'? Ib cap x 4 .`Staples "^A162 m Ib for HF or SPF Note: The number of required staples above is the amount of staples required to fasten EACH gusset to the rafter and EACH gusset to the ceiling joist. Req'd Uplift Rafter in.to ft. Per Required Provided Load Spacing conversion Gusset Capacity Capacity 236 plf x "16 in o.c. x 1ft/121 / 2 158 Ib < 162 ^F per gusset Ceiling Joist to Wall Stud Connection Connector: ;1 25"X20 da'steel strap. Fastener: (7).10d:nails in ceiling joist and"10d hails in wall stud Allowable Load 860 Ib Connector Req'd Uplift in.to ft. Req'd Provided �y� p Capacity Load conversion Spacing Spacing 860_ < Ibs / 236: plf x .1ft"/12 m = 44w.avi in. 32 in. W t362 06/08/12 JOB AP-A15269 Garage SHEET NO. 6 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) 1 st Story Wall Stud to Floor Band Connection Connector: 7116,0SB/PLY,overlap•floor rim joist 6 Fastener: 0:131 in x 2 1/2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 Ibs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing Front 168. J plf 6 'in. o.c. .I i Right 261 plf 6 in. o.c. 05 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 7 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector: 7/16" OSB/PLY overlap sill plate 1.5" Fastener: 0.131 in'x 2=1/2in nails • : Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 Ibs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing Front 168 pif ` 3 in. o.c. { Right 261 . pif 4 =in. o.c. SILO 0 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 8 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/min.1"penetration "Other Dowel-Type Fasteners" D = 0.063J in Diameter is = 0.438 in Side member thickness Fyb = 1'E+05;psi Dowel bending yield strength tm An Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = OSB/PLY Side member species Re = 0 779 Fem/Fes Ms = SPF Main member species Rt = 2 286 Im/Is SG = 1.6 Staple Gage Im jin main member dowel bearing length CD = 16', Load Duration Factor Is 0 438 in side member dowel bearing length Fem= 3350 N psi main member dowel bearing strength Fes = 4300 -.psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4--'l lbs Im Zim= D x Im x Fem x CD Rd Is Z1s= D x Is x Fes x CD = 86,21 Jb Rd II ZII= k, X D x Is x Fes X CD = i "54 5 `Ib �4 § Le Rd ,4 ; . L, III Z — k xDxl xF x C = �563 �Ib m Illm— 2 m Fem D (1+2Re)x Rd 10 0 ills Z11Is= k3 x D x Is x Fem X CD = 33,6 lb (2+Re)x Rd 06/08/12 IV Ziv= Dz x 2 x Fem x Fyb (1/2) _ 20 2^ lb Rd 3 x(1 + Re) Minimum Shear,Zmin= 20 2 {lb Notes: K, _ [Re+(2Re2 x (1+Rc+Rt2)) +(Rtz x Re3)](1z)-[Re x(1+R,)] (1+Re) Kz = -1 + (2 x(1±Re))+ 2F b x(1+2Re)x Dz (Vz) = 0.,9 3Fem x Im2 -...m4., K3 = -1 + (2 x(1+RA + 2F b x(2+Re)x Dz (viz) = 1.4 �A Re 3Fem x Isz JOB AP-Al 5269 Garage SHEET NO. 8A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/Metal Side Member w/min. 1"Penetration "Other Dowel-Type Fasteners" D 0.063`in Diameter is = 0:036 `in Side member thickness Fyb = 1 E+05`psi Dowel bending yield strength tm = 1 in Main member penetration Rd = -2 2 Reduction Term-See Table 11.3.1 B Ss = 20GAI.Steeli Side member species Re - r0 054_1= Fem/Fes Ms = SPF Main member species Rt = 27.78 = Im/is SO = 96 Staple Gage Im - 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0 036 in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 52.5 Ibs Im Zlm= D x Im x Fem x CD = 153 5 Ib Rd Is ZIs= D X Is X Fes x CD = �102 0 ?lb Rd II Zii= kt x D x Is x Fes x CD = 62 8 `lb Rd �' $i18 Uj III ZIllm- k2 XDXIm xem D F X C = 667 lb w m — r�t (1+2Re)x Rd 16 8 25) ills Zuls= k3 x D x Is x Fem X CD = '31 8 Ib (2+Re)X Rd 06/08/12 IV ZIv= D2 x 2 x Fem x Fyb (vz) _ � 26 3 'lb Rd 3 X(1 + Re) Minimum Shear,Zmin= 26 3` ;Ib Notes: K, _ [Re+ (2Re2 X (1+Rt+Rt2)) +(Rt2 X Re3)1(1'2)-[Re x(1+Rt)] = 0:6 K2 = -1 + (2 x(1+Re))+ 2F b x(1+2Re)x DZ (1/2) = 0.5 317em X Im2 K3 = -1 + (2 x(1+Re))+ 2F b x(2+Re)x D� (1/2) _ 11.8 _..a,= Re 3Fem JOB AP-Al 5269 Garage SHEET NO. 9 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0`0598 in Strength of Steel = 36; ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.5 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap=, 1768 lb 0.131"x2.5" Nail Capacity Shear Z— 83 ,'lb NDS Table 11 P Load Duration Factor= 1.6. ;for wind O Ne41 Adjusted Fastener Capacity Ft Required Quantity of Fasteners to achieve max capacity of strap= L QTY= 14 nails each end of each strap 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 9A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359''in Strength of Steel = 36 ksi .......... ... _ Strength Reduction Factor= 0.6 Width of Steel Strap= 1`.25 :`in Thickness of fastener= 01310'in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= ,867 17'!lb 0.131"x2.5" Nail Capacity Shear Z= 81= lb NDS Table 11P Load Duration Factor 1.6. -Jor wind Adjusted Fastener Capacity= 129 6 ilb ; Vn Required Quantity of Fasteners to achieve max capacity of strap= � ' QTY= 7 nails each end of each strap 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 10 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls � - 41 f d,V3 d { 625 06/08/12 £B AP A 5 69GJa e SHEET NO. ]1 7 4 CALCULATED BY DB DATE 6/22 12 CHECKED BY DATE No Mkewmlumm Connections Required -All Uplift Resisted at S dewal ® c NAF 0 m&12 JOB AP-Al 5269 Garage SHEET NO. 12 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads Nominal Tensile Stress Ft 507.,,'psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1 6 ANSI/AF&PA NDS Table 2.3.2. Size Factor CF= 1:3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft= Ft CD CF= 520. psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8 25- in Allowable Tensile Load Pt=Ft A= 4290 Ib 316 lb OK o W 862so � to 06/08/12 C� 3t1` . J06 AP-Al 5269 Garage 2 SHEET NO. 13 OF 44 A�x a f2 CALCULATED BY DB DATE 6/7/2012 �y �. CHECKED BY DATE Shear Connections• 06/08/12 Roof Pitch = 1212" Roof Height= 11.75. ft Roof Span= 10.76' ft. 3 Sec Gust Wind Speed = 120 mph Wind Exposure= C Wind Exposure Adjustment Factor Max Wall Height= 8 .� ft Wind Importance Factor 1 00 a End Zone Length= 6.00l.ft Building Length Floor/Ceiling Depth= 175 .ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure= 25 7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure= 171 psf MWFRS Figure 6-2 Zone B Int. Zone Wall Horizontal Pressure= 20 4 psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure= 14 psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure= 24 94 psf = (Wall End Zone Press x 2 x End Zone Length)+[Wall Int. Zone Press x(Building Length-(2 x End Zone Length)] Building Length Average Roof Horizontal Pressure= 17 09,'psf = (Roof End Zone Press x 2 x End Zone Length) +[Roof Int Zone Press x(Building Length-(2 x End Zone Length)] Building.Length Perpendicular to Ridge Roof Diaphragm Load = 300 5 plf (Ave. Roof Hor. Press.x Roof Height) + (Ave. Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load= 388 plf Multiplied by Wind Exp. Factor& Imp. Factor Floor Diaphragm Load = 243 2 z plf _ [Ave.Wall Hor. Press. x(Wall Height+Floor/Ceiling Depth)] Adjusted Floor Diaphragm Load= 314 a plf Multiplied by Wind Exp. Factor& Imp. Factor _..< Parallel to Ridge Roof Diaphragm Load = 200.z plf _ (Ave. Roof Hor. Press.x Roof Height/2) + (Ave. Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load= 258 . plf Multiplied by Wind Exp. Factor& Imp. Factor Floor Diaphragm Load= 243.2 ?plf Same as Perp to Ridge Floor Diaphragm Load Adjusted Floor Diaphragm Load � 314 ' plf Multiplied by Wind Exp. Factor& Imp. Factor JOB AP-Al 5269 Garage SHEET NO. 14 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections -Wind (cont'd) Reference Sheet 13 for wroof&wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge Wroof = ' 388 -=plf Wroof = 258 ;plf Wfloor= 314 . plf Wfloor= -314 plf L= 14 ,ft. , B =: 21.5 ft. µ Vroof=Wroof x L= 5428 €lb Vroof=Wroof x B= 5551 lb Vfloor=Wfloor x L=;,. 4392:i lb Vfloor=Wfloor x B= 6745- lb Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B=i 126 ""plf vroof=Vroof/2/L= 198 plf vfloor1 =Vroof+Vfloor1 /2/B=_ 228 pif vfloorl =Vroof+Vfloor/2/L= 319. =plf OV NjEF t� N�AN ,00G�3r 06/08/12 JOB _ AP-A15269 Garage SHEET NO. 15 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections-Seismic(confdl ASCE 7-05 Total Shear Capacity Requirements-Seismic Seismic Design Category= m B Weights: Factors: Wroof— 4515`1 Ib R— 6.5' "#Table 12.14-1 Wswall= 1680 i Ib Fa= 1 A_; �Section 12.14.8.1 Wewall= 25861, lb F= 1 = Section 12.14.8.1 Wgable SDs= 0 32 Secction 11.4.1 Wfloor= 3010 ,lb I 1 00 Seismic Importance Factor Wtotal= 130.7.5 I 'ov y IPfii 0 � £ " Seismic Base Shear,V: Section 12.14.8.1 ; !t w V= F x SDs x Wow xN. R °� 62 � Vertical Distribution, Fx: Section 12.14.8.2 Fx = wx x V 06/08/12 Wtotal Fx.roof= 222 : "lb Floor Diaphragm Load= 644 -1 lb Fx.floorl = 644- " "'Ib • r Diaphragm Unit Shear Capacity Requirements B 21 5":'ft. L .. .14 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B 5 plf vroof=Fx.roof/2/L=. 8 Of 1st floor down from roof vfloor1 =Fx.floor1 /2/B .15,, ;i;Of vfloor1 =Fx.floor1 /2/L—' " 23 plf E JOB AP-Al 5269 Garage SHEET NO. 16 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bright= 15.25 ft. %right= 71 Shearwall Unit Shear Capacity Vwall right=Vroof/2 Bright Vwall right= 0 0 T 0 5428 lb /�2 X 1525 ft.) Vwall right= 178' `plf `Wind Controlsµ^ Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lfront= 5.00 ft. %front= ' 36: Shearwall Unit Shear Capacity Vwall front=Vroof/2 Bfront Vwall front= 0 0 0 5551 1 lb /(2 X 5.00 ft.) Vwall front= 555 plf .:Wind Controls" I rf LIJ IVA s" t ( �a 4 1„ 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 17 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections(cont'd) 7,7 nn 3 06/08/12 Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %right= 71 Wind Parallel to Ridge %front= 36 t Maximum Unrestrained Opening Height 1st Story Wall Height- 8ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hfront= 84 :yin. Hright= 84, in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Ffront= 0.4.9 Fright= 0.68 i JOB AP-Al 5269 Garage SHEET NO. 18 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly ........__._...... Framing Species Specific Gravity G = 0.42'' 1st Story Wall-Right PERFORATED'`:. 7/16" OSB w/0.131"x2:5"nails,@ 4' o.c: panel edge&12"o c field.naihng(e)derior) Tabulated Value= 349 pif vs= 1.40 (Tab. Value)= 488'plf Vs= 0 If Shear Capacity of Shearwall Assembly vs plf + 0 pif = 488 plf > 178 plf OK`i. 1st Story Wall- Front SEGMENTED: 7/167:OSB w/0..131 x25 nails 3 o.c. anel ede&12 o" " , " c,.fieldnailing(exterior) Tabulated Value= 450, ..pif vs= 1.40(Tab.Value) = 630 E pif vs= 0 plf Shear Capacity of Shearwall Assembly v 0, plf + 01 plf = 6.30 `.plf > 555 plf 'OK -. ltl _.. f t fr t Uj 06/08/12 JOB AP-A15269 Garage SHEET NO. 19 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 � �'SPF 43�� Sample Calculation _.. Nominal Tensile Stress Ft= 250.` psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6°_` ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1'.5 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft= F,CD CF 600 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 ins._ Allowable Tensile Load Double 2x4-With Splices Pi= Ft A= 3150, lb Double 2x4- No Splices ;6300 AA lb Double 2x6-With Splices P;= Ft'A= 4290 lb Double 2x6-No Splices 8580 lb Double 2x10-With Splices Pt'= F;A= 5550 Ab Double 2x10-No Splices 11100,11b Z= 131.2 Ib 0.131"x 3 0"Nails;. _ Minimum splice lap where splices are allowed= 6 . ft 1 st Floor Endwalls T= 27�14 ✓Ib Double 2x6 Top Plate-No Splices Sidewalls T= 1860 Ib Double 2x6 Top Plate-With Splices& _ Stagger 2 rows of 0.131"x 3.0"Nails @ 10 in O.C. 4h t.�Py f 06/08/12 y - t JOB AP-A15269 Garage SHEET NO. 20 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 1 1 st Story Wall 1 st Story Wall Height- i Shear Perpendicular to Ridge _. �vr;9nc- 488 plf , x 0 68 333` plf > 178 plf OK _ Shear Parallel to Ridge Must UserSegmented Shearwall Designvf�gom= 630 plf. x 0:49 311,7 plf < 555 plf, NG ' x Note: Perforated Capacity limited to 490pif for Seismic and 686p1f for wind C) IN E SIiltl�j IV 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 21 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Reference Page 22 for Stud 0 SILL) Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads \ m Length of side(1-1)(house width) 21 5 Ift. ` .08625Q Length of side(1-2)(house length) 14 ft. C . --A Dead Load Resistance to Overturning-Right 06/08/12 Dead Load= 65 plf Dead Load*(Length to Overturning @ Pivot Point/2) 698.8 ilbs*0.60= 499 Return Wall Dead Load= * 150 F*0.60= 0` -- Dead Load Resistance to Overturning-Front Dead Load= 150 pif Dead Load*(Length to Overturning @ Pivot Point/2) 1050 F lbs*0.60= 630 Return Wall Dead Load= * 65` *0.60 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 4 1 st Story Module to Foundation- Right PERFORATED Wind Controls T= 178 Of x 8 0 ft. / "0 683 - = 2086 {lb + lb 252� ft DL' 1834 jib Connector. USP STAD14RJ Fastener w/ 1%2 in min concrete'cover and (38) 16d sinkers, locate 1:5n fromlcorner Allowable Load 4960 Ib::<. _.. . . 1 st Story Module to Foundation- Front SEGMENTED:: Wind Controls T= 555 pif x 8 Oft. / . ; 1 _ 4441 Jlb + lb 0 Ibs DL ( 4441 Ib Connector USP STA. D14RJ =; Fastener: w/ .1/2 in min concrete cover and,(38).16d.sinkers; locate 15ih from corner Allowable Load 4960 lb JOB AP-A15269 Garage SHEET NO. 22 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Overturning Connections(cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation (1) 2x6 Nominal Tensile Stress Ft= 250 psi (),F REF 4/ Load Duration Factor SlLL 0 CD= 1 6 Size Factor CF1.6 � .< Allowable Tensile Stress Ft'= Ft CD CF=', 400.', psi C �yp� Net Area of Studs A= 8 25 'in 2 06/08/12 Allowable Tensile Load Pt= Ft A= 33.0 °`M Ib Built up Column Fastening Requirement Assume Typical Connection made with 0 131"''x 3.0" Nails Specific Gravity of Member Stud Height 8 ft G= Thickness of Member is Lateral Capacity Z= 82 Ibs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.8 : ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131 lb ANSI/AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered= (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 lb x 2 ) / ( .3300 Ib / _8 ift ) x ( ,12 in / fft ) _ = 7 "in o.c. JOB AP-Al 5269 Garage SHEET NO. 23 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Roof Pitch 12 121 Wall Height= 8 `ft. Roof member spacing= 16 =in o.c. 3 Sec Gust Wind Speed > .120 'mph Wind Exposure= C Wind Exposure Adjustment Factor= 1 29 Load from wind on Wall End Zone Wall Horizontal Pressure= 25 7 psf MWFRS Figure 6-2 Zone A End Zone Wind Load = End Zone Wall Press x(Wall Height/2) End Zone Wind Load = 102 8` plf Adjusted End Zone Wind Load= End Zone Wind Load x Wind Exp Factor= 132 6. plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 2776 =lb See pages 14& 15 Length of Unit= 14 ft. Load along sidewall in diaphragm chord= sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= 198 3,'plf Req. Roof to E.Z. Wall Load= Max(adj.end zone wind load,Idiaphragm chord load)x roof mem.spacing= Req. Roof to E.Z. Wall Load = I, 264.3i,=`Ib Roof to Wall Plate Connection Assume Typical Connection made with .0>1 toenails Specific Gravity of Member G= 042 Thickness of Member is 1 50 ;in. NIPS Lateral Capacity of Nails Z 82 Abs � Load Duration Factor CD Toe Nail Factor ° 62 Ctn= .0.831. 1 Allowable Lateral Capacity of Nails Z' = Z CD Ctn = 109„ lb 06/08/12 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 264 Ilb 106 lb cap 3:, per framing member JOB AP-Al 5269 Garage SHEET NO. 23A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Slidinq Connections Assume Typical Connection made with 0.131"x 3 0"Nails m.En. Grain Specific Gravity of Member G = _0.42° Thickness of Member is Lateral Capacity Z= 82.0,E j Ibs ANSI/AF&PA NDS Load Duration Factor CD= 1,6 ANSI/AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ctn= 0.0- ANSI/AF&PA NDS 11.5.4.2 .. ........... Allowable Lateral Capacity Z' = Z CD Ce9 = 87 9 ,..`lb ANSI/AF&PA NDS Table 10.3.1 Top Plate to Studs&Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 177 Ib88 "I lb cap 3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0 131"x 3:0"Nails Allowable Lateral Capacity of Nails Z. = Z CD 82 ` lb x 1 6 = 131 IIb O NEB Req'd Stud Req'd C11 Load spacing = Load &p 177 j lb / 16 in oc 133 1 plf ry Nail Req'd Req'd Capacity / Load = Spacing �.131 Ab cap 133 !plf 11 in o.c. _... ... _. 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 24 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection Connector: .USP.RT16A Fastener: (9) 106nails in truss and (8) 10d nails in plates Allowable Load= 800 lb for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 133 plf Ain. 4$ ,,in. a LU Op . 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 25 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131"'x 3"toenails Specific Gravity of Member G= 0.42'. ' Thickness of Member is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z- :ry 82 lb ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1 6 :< ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctn= 0 83-- ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ctr, = 109 lb ANSI/AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection- Right v = Vfloor1 228 plf Ref. Sheet Connection: 0.1181"x 3"toenails: " @ 5 "O.C. �5� Sri,, 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 26 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Cont'd (� Nr' NO G'8621513 o c w 06/08/12 E 1 st Story to Sill Plate Connection-Front v = Vfloorl = 892 ?plf Connector: USP:MP4F Fastener: (12),8d x 1-1/2"nails - Allowable Load= 710. Ib Req'd Sliding Req'd Load Spacing 892 `plf �9 :in. JOB AP-Al 5269 Garage SHEET NO. 27 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Anchor"BoIt'.Spacing OK, Sliding Connections(cont'd) Sill Plate to Foundation Connection-Right Connection: 1/2 .,"dia.Anchor Bolts @ 36 D.C. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G 0 55 Thickness of Sill Plate is= 1.50 Jn. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z/, 680,, lb r d Duration Factor / ANSI/AF&PA NDS Table 2.3.2 CD= 1 6 dvable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z/1 CD , 1088 Ab . 4` W 62 , Vfloor1 = 228 =pif Ref. Sheet 14&15 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing Load at anchor bolt= 228 ']plf x 36.`";"o.c. _ 685,w'-:`Ib 06/08/12 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = - 685 lb / 1088 Ib = 0 63 Check Compression Perpendicular to the Grain �1/81n thick min. washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load=Max of 168 plf See page 4 and 178 E plf See page 18 _ Uniform Uplift Load= 178: plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load - plf x 36` ': "o.c. Concentrated Uplift Load = i 534 lb Allowable Compression Stress Perpendicular to the Grain Fcl = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 22 -((Tr/4) (0.5+ 1/16)"2) = 3 3/4 in Allowable Compression Load Perpendicular to the Grain Pc-L = Fcl Awasher= 565, 'psi x 3.751 !in 2 = 2120 lb CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 534� lb / 2120 ;'Ib = 0.25' Total CSI =CSI shear+CSI uplift= 0.63 + 0.25:, .= 0:88 ' 0K JOB AP-Al 5269 Garage SHEET NO. 27A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Anchorr.Bol€Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection- Front Connection: 1/2 "dia.Anchor Bolts @ 12. D.C. Design Sill Plate to Foundation Connection .. .................... Assume 1/Z "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G Thickness of Sill Plate is= -150 ``in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib --- J Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1 6 rvable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z11 CD lb " Vfloor1 892 Of Ref. Sheet 14&15 Load at anchor bolt= Vfloor1 x' Anchor Bolt Spacing Load at anchor bolt= 892 plf x 12 O.C. = 892.: lb 06/08/12 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 892 . lb / 1088 Ib = 0.82 Check Compression Perpendicular to the Grain 1/8m thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load=Max of 168 plf See page 4 and 0 plf See page 18 Uniform Uplift Load= 168 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 168-.plf x 12 "o.c. Concentrated Uplift Load = : 168 `lb Allowable Compression Stress Perpendicular to the Grain Fcl = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2' Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)"2) _ 3 3/4.�in2 Allowable Compression Load Perpendicular to the Grain Pc l L = F� Awasher= 565: .psi x 3.751 1 ink = 2120` lb CSI Uplift=> CSI = Load at anchor bolt/PePera = 16& .F lb / 2120 F lb = 0.08' Total CSI =CSI shear+CSI uplift= 0.82 + 0.08 = 0:901 OKI JOB AP-A15269 Garage SHEET NO. 28 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections KWI Roof Sheathing ¢ 1 4 625 Design Roof Sheathing Connection to Resist Suction Loads 1A 3 Sec Gust Wind Speed= 120 mph 06/08/12 Suction Pressure from Wind-ASCE 7 Figure 6-3, Use 10psf minimum C&C Pressures Interior Zone Zone 1 = 25 9 `psf Perimeter Edge Zone Zone 2 = 3'0 3 --'psf Overhang Zone Zone 2 OH = psf Overhang Zone Zone 3 OH = 43 9 psf Wind'Importance Factor 1 00, Wind Exposure= C-�. Wind Exposure Adjustment Factor= 929; C&C Pressures 7w_.._: Adjusted Interior Suction Pressure= 33.4 psf Zone 1 Adjusted Perimeter Suction Pressure= _ _39.1" psf Zone 2 Adjusted Overhang Suction Pressure= .5&6,. psf Zone 2 OH Adjusted Overhang Suction Pressure= 5&6, `psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension .r Z= 10% Minimum Building Dimension= 2 15'; ft. But not less than 3 ft. Roof Framing Spacing 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 33 psf x 1.33`"ft. = 45 plf Perimeter Edge Zone= 39 psf x i 1.33. Eft. = 52 plf Overhang Zone= 57 ;psf x 133 ft. = 76 'plf JOB AP-A15269 Garage SHEET NO. 29 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16" d OSB(Unblocke_ )' Fastening 0.1,31x2 5"nails:at 6 "o.c. panel edge fastening and 12'"o.c.field fastening Specific Gravity of Roof Framing G= 0.42 'l -.i Diameter of Nails D= 0AM in. Length of Nails L= 2.50 {in. Thickness of Sheathing t= 0;438, in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21` lb/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= _ '1.6 .' Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 34, Ib/in. Length of Nail Penetration Lp=L-t= 2.063.j in. Withdrawal Capacity per Nail W'LP = 69 , Ib Required Suction Load Capacity Interior Zone= 45 plf Ref. Sheet '28 i Perimeter Edge Zone= 52 ;` pif Ref. Sheet 28 _ E Overhang Zone= 76 -p plf Ref. Sheet : '28 Required Fastening 0 � ° „ Interior Zone= 12 � 0 ' I r Perimeter Edge Zone 6 �"o.c: Overhang Zone= 6 ._._ o.c. ' �� 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 30 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'dl Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 5551 lb L= 14ft. vroof= 198: plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= Q.42�i Roof Sheathing: 7/16".OSB;(Unblocked) 0 131 x2 5,nails at 6`' D.C.o Fastening: " � panel el edge nailing and 121"o.c.field nailing Tabulated Value plf vs = 1.4` . (Tab.Value) See Supplement Table 2C Footnote 1 219 plf > 198" plf OK i L IA , 2 5QI 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 31 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Garage Slab Floor ILWr.03 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 32 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathinq ConnectionsEi L/ Wall Sheathings ELd Design Wall Sheathing Connection to Resist Suction Loads ' 3 Sec Gust Wind Speed= 120. mph 06/08/12 Suction Pressure from Wind-ASCE 7 Figure 6-3 C&C Pressures Interior Zone(Zone 4)= 281 psf Edge Zone(Zone 5)= 347 psf Wind Importance Factor Wind Exposure Wind Exposure Adjustment Factor Adjusted Interior Suction Pressure= 36'2- psf Adjusted Perimeter Suction Pressure= 44.8 : psf Perimeter Edge Zone Width Minimum Building Dimension 215 ^eft. Z= 10% Minimum Building Dimension= 2 15 ift. But not less than 3 ✓jft. Wall Framing Spacing 16,,�.:w in. o.C. Roof Unit Suction Load from Wind Framing Spacing in ft. O.C. Interior Zone= 36. ' psf x „T1.33 I ft oc 48 'plf Edge Zone= 45 psf x 1.33 ft oc — ? 60 plf JOB AP-A15269 Garage SHEET NO. 33 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16' OSB Fastening: 0.131"x2 5"nails:at 6 "o.c. panel edge nailing and 12 " D.C.field nailing Specific Gravity of Wall Framing G= 0 42 Diameter of Nails D= 0.131 in. Length of Nails L= 2.50' in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 lb/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= ;34' 'lb/in. Length of Nail Penetration Lp= L-t= ; 2.063 i in. Withdrawal Capacity per Nail W'LP = 69' lb Required Suction Load Capacity Interior Zone= ' ° 48: plf Perimeter Edge Zone= 60 pif Required Fastening apt_-1 Interior Zone= 12 "D.C. CC: cc Perimeter Edge Zone=;-'. 6 "o.c. AN 06/08/12 JOB AP-Al 5269 Garage SHEET No. 34 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Ridge Connections NkF Ridge Connection 3iL�ty Roof Pitch = 12:121 -.i Roof Span= 21 5 ft. 3 Sec Gust Wind Speed = 120 ,mph 06/08/12 Wind Exposure Ridge Connection Ridge Connection Load = 236. plf See Page 4 Connector: LISP Strap-Tie LSTA15 Fastener: (12):10d nails (6 each.end.of strap) _. Allowable Load— 950 lb,.; Req'd Req'd Provided Load Spacing Spacing 236 !plf 48, in. D.C. 32 -. in. D.C. Flip Connection Flip Connection Load= 236 :"plf Connector: LISP StrwTie LSTA15 Fastener: (12) 10d;nails (6`each end of strap). Allowable Load = 950 lb Req'd Req'd Provided Load Spacing Spacing 236 plf 48 1 in. o.c. 32 in. D.C. JOB AP-Al 5269 Garage SHEET NO. 35 OF 44 CALCULATED BY DI3 DATE 6/7/2012 CHECKED BY DATE Overhang Connection Outlooker to Endwall Roof Pitch = 12W12 Roof Span= 10.75 !ft. Roof Overhang Length= 1 ?,ft. 3 Sec Gust Wind Speed = 120 ';mph Overhang Uplift Load=i 56.63,psf Zone 2 OH See page 28 Overhang Uplift Load= 56.63 t psf Zone 3 OH See page 28 Outlooker Spacing = 16`'` in D.C. Tabulated Overhang Uplift Connection Load Zone 2oh 75.51 ;`Ibs Tabulated Overhang Uplift Connection Load Zone 3oh = .75 51 Ibs Wind Exposure= C � Wind Exposure Adjustment Factor 0JN18 Adjusted Ridge Connection Load Zone 2 OH = 97 Ibs ; Adjusted Ridge Connection Load Zone 3 OH = 97 'Ibs gg s ' (1) s } i Connector: 0.131'x3"Nails w/ 1.5"pen. Allowable Load = 50.4 Ib. 06/08/12 Connectors Per Outlooker Req'd Zone 2 OH = 2 .'!per outrigger Connectors Per Outlooker Req'd Zone 3 OH = 2 _.. per outrigger JOB AP-Al 5269 Garage SHEET NO. 36 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Collar Tie Connections " -- Collar Tie Connection a Roof Pitch = 1212 Roof Span= 21.5. ft. ; 5 3 Sec Gust Wind Speed = 120 ''mph 06/08/12 Collar Tie Connection Requirement Rafter Spacing Load= 236 plf x 16', jn o.c. 315 3 Ib See page 34 Design Collar Tie to Rafter Connection Assume Typical Collar Tie to Rafter Connection made with 0131"z 30"face nails Specific Gravity of Member G = 0.42 Thickness of Member is= 1.50.. in. Lateral Capacity of Nails Z= 82 Ibs ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1,6. ANSI /AF&PA NDS Table 2.3.2 Allowable Lateral Capacity of Nails Z' = Z CD= 131 Ib ANSI/AF&PA NDS Table 10.3.1 Required Collar Tie to Rafter Connection Req'd Nail Nails Load Capacity Req'd 315 Ib / 131 `1 lb cap = 3 per rafter Minimum of 3 required per code JOB AP-Al 5269 Garage SHEET NO. 37 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Connectionsy4E Ltd Knee Wall Connection ` - kx Roof Pitch Roof Span= 215 ft. Vk 3 Sec Gust Wind Speed = 120 mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind= 315 lb See page 36 Design Knee Wall Connection Assume Typical Connection made with 0�131""x 3 25"toenails Specific Gravity of Member G— 0.42_ Thickness of Member is= 1 50: in. Withdrawal Capacity of Nails W= 21 Ibs per inch penetration ANSI/AF&PA NDS Table 11.2C Load Duration Factor CD= 1;.6�. ANSI/AF&PA NDS Table 2.3.2 Penetration Depth Cd= 1 75 "=in Toe Nail Factor ANSI /AF&PA NDS 11.5.4.2 Ct„= 0 67 Allowable Withdrawal Capacity of Nails per inch W' = W CD Cd Ctn= 39 w Ab ANSI/AF&PA NDS Table 10.3.1 Req'd Nail Nails Load Capacity Req'd 315 Ib 39 lb cap 9 per stud NG-Too any Npils;'Use Alternate Conn See Page 37a JOB AP-Al 5269 Garage SHEET NO. 37A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Nr Knee Wall Alternate Connections TILL ttC" Knee Wall Connection ' o ° TO Uj Roof Pitch= 1212 Roof Span 5 ?ft S 3 Sec Gust Wind Speed = 120 'mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind — << 315 j lb See page 36 Design Knee Wall Connection Assume Alternate Connection made with 98x4"=Screws.Toed Specific Gravity of Member The Nail Factor G= 0 42 1 ANSI/AF&PA NDS 11.5.4.2 Thickness of Member is= 2 83 'in. Withdrawal Capacity of Screws W= 82 N Ibs per inch penetration ANSI/AF&PA NDS Table 11.2C Load Duration Factor CD= 1.6 :; ANSI /AF&PA NDS Table 2.3.2 Penetration Depth Allowable Withdrawal Capacity of Screws W' = W CD Cd Ct„= 103' "Ib ANSI/AF&PA NDS Table 10.3.1 Req'd Screw Screws Load Capacity Req'd Option 1 315. lb 103 j lb 4 per stud #8x4"Screws Toed Req'd Strap Quantity Load Capacity Req'd Option 2 �315 lb ! 653 Ib 1° per stud 20GA x 1.5"Strap w/(14) 0.131"x2.5" Nails ea strap(7 per end) Note: Strap capacity reduced for only 10 total nails installed and installed at an angle JOB AP-Al 5269 Garage SHEET NO. 38 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference 7/16"x 1 1/2"x 16 ga staples Rafter to Ceiling Joist (2)7116"WSP Gusset Plates per gusset to rafter& Sheet 5 Connection w/gussets 236 plf 1 ea side of rafter 9 ( ) 4 per gusset to ceiling joist Ceiling Joist to Wall Stud 236lf 1.25"X20 ga steel strap (7)10d nails in ceiling joist and Sheet 5 Connection p 10d nails in wall stud @ 32 in o.c. sy c 0 .S O v 06/08/12 m c c O V Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless othe►wise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 Garage SHEET No. 38A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7116"OSB/PLY overlap floor FRONT 168 plf 6 in o.c. rim joist 6" 1st Story Wall Stud to Floor 0.131 in x 2-1/2in nails Sheet 6 N Band Connection CUse 2 rows of fasteners along bottom edge of panel RIGHT 261 plf 6 in o.c. C C O V 7/16"OSB/PLY overlap sill FRONT 168 plf 3 in o.c. plate 1.5" Floor Band to Sill Plate Connection 0.131 in x 2-1/2in nails Sheet 7 Use 1 row of fasteners along bottom edge of panel RIGHT 261 plf 4 in o.c. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. t t.t 08 62S'3 06/08/12 JOB AP-Al 5269 Garage SHEET NO. 39 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference l 1 .s� - vJ � U) 06/08/12 m N 1st Story Wall-Right 7/16"OSB w/0.131"x2.5"nails 178 plf @ 4"o.c.panel edge&12" Sheet 18 Perforated o.c.field nailing(exterior) 1st Story Wall-Front 7/16"OSB w/0.131"x2.5"nails 555 pif @ 3"o.c. panel edge&12" Sheet 18 Segmented o.c.field nailing(exterior) Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB AP-Al 5269 Garage SHEET NO. 40 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 7:; in D.C. Location Force Connection Fasteners Required Reference Uj 0&62 a C .._ Q O S r O 06/08/12 c c O V c 1st Story Module to Foundation-Right 1/2 in min concrete cover and - 1834 lb USP STAD14RJ (38) 16d sinkers, locate 1.5in Sheet 21 from corner 1 st Story Module to Foundation-Front 1/2 in min concrete cover and - 4441 lb USP STAD14RJ (38)16d sinkers, locate 1.5in Sheet 21 from corner Note: 8d nails=0.131"x Z 5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 Garage SHEET NO. 41 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force 0.131"x 3"toenails.Connection Fasteners Required Reference Roof to Wall Plate Connection 264 Ib 3 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 177 lb Grain. NA 23A Plate to Studs 3 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 133 plf NA 23A 11 in o.c. H C . O v Q C _ 0 O N 0. co s i ui 06/08/12 0.131"x 3"toenails. 1 st Story to Sill Plate 228 pif @ 5 in OC N/A 25 Connection-Right USP MP4F 1st Story to Sill Plate 892 plf @ 9 in OC (12)8d x 1-1/2"nails 26 Connection-Front Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted 1 V � JOB AP-Al 5269 Garage SHEET NO. 42 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference c 0 c cld PP 5 10 0 625) 06/08/12 1st Floor Endwall Mateline- Top Plate to Top Plate/ 1357 lb 1 USP MSTA30 Straps Ceiling Rim to Ceiling Rim (22) 10d nails each strap NA across Mateline 1 st Floor Endwall Mateline- Floor Rim to Floor Rim across 1357 lb 1 USP MSTA30 Straps (22)10d nails each strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB AP-Al 5269 Garage rXx 3 SHEET NO. 43 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(coi?ig Location Force" Connection Reference a MAIN ROOF: �� �'Y`S S rr 0.131"x2.5"nails at 6"o.c.panel edge nailing and 12"o.c.field Roof Sheathing 06/08/ 2 /16"OS Unblocked) nailing Sheet 29 = Shear OVERHANGS: 6 in D.C. edge&field 0.131"x2.5"nails at Wall Sheathing 60 pif t 7/16"OSB 6 o.c.panel edge nailing and Sheet 33-1 N "o.c.field nailing Non Shear Wall Suction 12 9 Garage Slab Floor Sheet 31 Location Force Connection Fasteners Required Reference USP Strap-Tie LSTA15 C (12)10d nails Ridge Connection 236 plf (6 = Sheet 34 O each end of strap). V @ 32 in o.c. d Flip Connection 236 plf USP Strap-Tie LSTA15 (12)10d nails (6 Sheet 34 R each end of strap). @ 32 in o.c. C Collar Tie Connection 315 lb 0.131"x 3.0"face nails 3 Sheet 36 O per rafter 0 c� #8x4"Screws Toed 4 per stud N Knee Wall Connection 315 lb] or Sheet 37a (1) 1.5in x 20GA Strap wl(/)U.I's I"xz.5"Nails ea an Rafter connections listed above are minimum required for wind design and are not meant to replace connections required by calc's manual or by gravity loads. Location Force Connection Fasteners Required Reference N C O v 228 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation Bolt(Assume 1/16"oversized @ 36 in OC C Connection-Right and hole) Sheet 27 O 178 pif uplift 1/8in thick min.washer required V O 892 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation Bolt(Assume 1/16"oversized @ 12 in OC Connection-Front and hole) 27A 'O 168 plf uplift 1/8in thick min.washer required C 7 O LL 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted t JOB AP-A15269 Garage SHEET NO. 44 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary(con'd1 Location Force Connection Fasteners Required Reference N 0.131"x3" Nails w/1.5" C Outlooker to Endwall 97 plf O pen. Sheet 35 r v Within 3.00 ft of Corner 2 per outrigger d c 0.131"x3"Nails w/1.5" O Outlooker to Endwall 97 plf pen Sheet 35 U C Not 3.00 ft of Corner 2 per outrigger L d 0 Location Force Member Sizes Splice Conn. If Req. Reference 1st Floor Double 2x6 Top Plate-No Splices 2714 lb Sheet 19 Endwalls 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 10 in oc P 0.131"x 3.0"Nails 1860 lb Sheet 19 Sidewalls N L O VN rz, , Est,td ca "4 06/08/12 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 6 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 1 -r Project:AP-Al 5269 Calcs 5-30-12 David E.Billingsley,P.E. Page Location:Garage Door Header �, 217 E.Main St Multi-Loaded Multi-Span Beam " Middleburg,PA 17842 of[2009 International Building Code(2005 NDS)] (3)1.5 IN x 9.25 IN x 9.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:09 PM Section Adequate By:83.1% Controlling Factor:Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN U1073 Dead Load 0.04 in Total Load 0.15 IN U784 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1145 lb 1145 lb Dead Load 421 lb 421 lb Total Load 1566 lb 1566 lb Bearing Length 0.82 in 0.82 in BEAM DATA Center Span Length 9.5 ft Unbraced Length-Top 0 It 9.5 ft B Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 241 plf #2-Spruce-Pine-Fir Uniform Dead Load 81 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 875 psi Fb'= 1273 psi Total Uniform Load 330 plf Cd=1.15 CF=1.10 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 155 psi -INIE Cd=1.15 of IN Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi � � Comp.-L to Grain: Fc-1= 425 psi Fc- '= 425 psi Controlling Moment: 3718 ft-lb W, 4.75 Ft from left support of span 2(Center Span) LU Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1566 Ib82�a 10.0 Ft from left support of span 2(Center Span) f`' Created by combining all dead loads and live loads on span(s)2F Comparisons with required sections: Read Provided 06/08/12 Section Modulus: 35.05 in3 64.17 in3 Area(Shear): 15.13 in2 41.63 in2 Moment of Inertia(deflection): 99.61 in4 296.79 in4 Moment: 3718 ft-lb 6807 ft-lb Shear: -1566 lb 4308lb NOTES. 1 of 8 T +, Project:AP-All 5269 Calcs 5-30-12 page � David E.Billingsley,P.E. Location:Garage Mateline Ceiling Beam �� ;, 217 E.Main St Multi-Loaded Multi-Span Beam �+! . Middleburg,PA 17842 or z= [2009 International Building Code(2005 NDS)] (3)1.5 IN x 9.25 IN x 14.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 8.0.112.0 5/31/2012 1:35:10 PM Section Adequate By:36.3% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.50 IN U334 Dead Load ' 0.18 in Total Load 0.68 IN U245 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 2415 lb 2415 lb Dead Load 878 lb 878 lb Total Load 3293 lb 3293 lb Bearing Length 0.98 in 0.98 in BEAM DATA Center Span Length 14 ft Unbraced Length-Top 0 ft 14 ft —B Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 345 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 115 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2900 psi Fb'= 3445 psi Total Uniform Load 470 plf Cd=1.15 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 328 psi Cd=1.15 ()V- NE Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi ; Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi ,c r3tLL Iry Controlling Moment: 11525 ft-lbq Y 7.0 Ft from left support of span 2(Center Span) cc Created b combining all dead loads and live loads on span(s)2 ark. Y 9 gam.>��. zu Controlling Shear: -3293 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 t? ;2.513 Comparisons with required sections: Read - Provide Section Modulus: 40.14 in3 64.17 in3 Area(Shear): 15.07 in2 41.63 in2 06/08/12 Moment of Inertia(deflection): 217.79 in4 296.79 in4 Moment: 11525 ft-lb 18424 ft-lb Shear: -3293 lb 9095lb NOTE 2 of 8 Project:AP-Al 5269 Calcs 5-30-12 page David E.Billingsley,P.E. Location:Left Side Ceiling Joist : 217 E.Main St Multi-Loaded Multi-Span Beam #x.. Middleburg,PA 17842 or [2009 International Building Code(2005 NDS)] 1.5 IN x 9.25 IN x 13.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:11 PM Section Adequate By:2.1% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.28 IN U575 Dead Load 0.17 in Total Load 0.45 IN U356 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 260 lb 273 lb Dead Load 199 lb 168 lb Total Load 459 lb 441 lb Bearing Length 0.72 in 0.69 in BEAM DATA Center 13.33 ft Span Length 13.33 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 13.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 16 plf Base Values Adius ed POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1273 psi Load Number One Cd=1.15 CF=1.10 Cr-1.15 Live Load 333 lb Shear Stress: Fv= 135 psi Fv'= 155 psi Dead Load 156 lb Cd=1.15 Location 5.33 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.-L to Grain: Fc--L= 425 psi Fc---'= 425 psi Load Number One Left Live Load 25 plf Controlling Moment: 2221 ft-lb Left Dead Load 0 plf 5.33 Ft from left support of span 2(Center Span) Right Live Load 25 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Controlling Shear: 459 lb Load Start 5.33 ft At left support of span 2(Center Span) Load End 13.33 ft Created by combining all dead loads and live loads on span(s)2 1 Load Length 8 ft Comparisons with required sections: Read Provided Section Modulus: 20.94 in3 21.39 in3 Area(Shear): 4.43 in2 13.88 in2 Moment of Inertia(deflection): 66.79 in4 98.93 in4 Moment: 2221 ft-lb 2269 ft-lb Shear: 4591b 14361b NOTES V I 06625) � p a.s 06/08/12 3 of 8 r page Project:AP-Al 5269 Calcs 5-30-12 v David E.Billingsley,P.E. / Location:Left Side Ceiling Joist-Drift ,31 r t 217 E.Main St Multi-Loaded Multi-Span Beam Middleburg,I A 17842 [2009 International Building Code(2005 NDS)] tT �-,, 9 of 1.5 IN x 9.25 IN x 13.33 FT #1 -Southern Pine-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:12 PM Section Adequate By:9.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.29 IN U550 Dead Load 0.14 in Total Load 0.44 IN U367 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 1 REACTIONS A B Live Load 363 lb 242 lb Dead Load 204 lb 173 lb Total Load 567 lb 415 lb Bearing Length 0.67 in 0.49 in BEAM DATA Center 13.33 R _B Span Length 13.33 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 13.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #1 --Southern Pine Total Uniform Load 17 plf Base Values Ad'iusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 1250 psi Fb'= 1719 psi Load Number One Cd=1.15 CF=1.04 Cr-1.15 Live Load 605 lb Shear Stress: Fv= 175 psi Fv'= 201 psi Dead Load 156 lb Cd=1.15 Location 5.33 ft Modulus of Elasticity: E= 1700 ksi E'= 1700 ksi Min.Mod.of Elasticity: E_min= 620 ksi E_min'= 620 ksi Comp.-L to Grain: Fc--L= 565 psi Fc--L'= 565 psi t -P Controlling Moment: 2788 ft-lb 5.33 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 567 lbLU At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2ts fl � Comparisons with required sections: Read Provided Section Modulus: 19.46 in3 21.39 in3 PC Area(Shear): 4.23 in2 13.88 in2 Moment of Inertia(deflection): 64.74 in4 98.93 in4 06/08/12 Moment: 2788 ft-lb 3065 ft-lb Shear: 567 lb 1862lb NOTE 4of8 . - Y Project:AP-All 5269 Calcs 5-30-12 page David E.Billingsley,P.E. / Location:Rafter .. 217 E.Main St Multi-Loaded Multi-Span Beam a � �1 Middleburg,PA 17842 or [2009 International Building Code(2005 NDS)] ' 1.5 IN x 7.25 IN x 10.43 FT(5.3+5.1) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:13 PM Section Adequate By:90.4% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center R= Live Load -0.02 IN U2829 0.20 IN 2U626 Dead Load -0.01 in 0.07 in Total Load -0.03 IN U2287 0.26 IN 21J466 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 71 lb 333 lb Dead Load 3 lb 156 lb Total Load 74 lb 489 lb IN Uplift(1.5 F.S) -88 lb 0 lb Bearing Length 0.12 in 0.77 in 5.33 ft -B -5.1 ft BEAM DATA Center Riaht Span Length 5.33 ft 5.1 ft Unbraced Length-Top 0 ft 0 ft UNIFORM LOADS Center Riaht Unbraced Length-Bottom 5.33 ft 5.1 ft Uniform Live Load 27 plf 27 plf Live Load Duration Factor 1.15 Uniform Dead Load 13 plf 13 plf Notch Depth 0.00 Beam Self Weight 2 plf 2 plf MATERIAL PROPERTIES Total Uniform Load 42 plf 42 plf #2-Spruce-Pine-Fir TRAPEZOIDAL LOADS-RIGHT SPAN Base Values Adjusted Load Number One Bending Stress: Fb= 875 psi Fb'= 1178 psi Left Live Load 12.3 plf Cd=1.15 C/=0.85 CF=1.20 Cr-1.15 Left Dead Load 0 plf Shear Stress: Fv= 135 psi Fv'= 155 psi Right Live Load 12.3 plf Cd=1.15 Right Dead Load 0 plf Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Load Start 2.1 ft Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Load End 5.1 ft Comp.-Lto Grain: Fc--L= 425 psi Fc--L= 425 psi Load Length 3 ft Controlling Moment: -677 ft-lb Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)3 Controlling Shear: 250 Ib At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 6.9 in3 13.14 in3 Area(Shear): 2.42 in2 10.88 1n2 Moment of Inertia(deflection): 18.41 in4 47.63 in4 Moment: -677 ft-lb 1290 ft-lb Shear: 2501b 11261b NOTES co 4P (I / tu CC I 06/08/12 5of8 w Y ' page Project:AP-All 5269 Calcs 5-30-12 David E.Billingsley,P.E. / Location:Rafter-Drift r i 217 E.Main St Multi-Loaded Multi-Span Beam + Middleburg,PA 17842 of [2009 International Building Code(2005 NDS)] 1.5 IN x 7.25 IN x 10.43 FT(5.3+5.1) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:14 PM Section Adequate By:33.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Right Live Load -0.04 IN U1756 0.31 IN 2U394 Dead Load -0.01 in 0.07 in Total Load -0.04 IN U1531 0.38 IN 2U324 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A_ B Live Load 158 lb 605 lb Dead Load 3 lb 156 lb Total Load 161 lb 761 lb . - -_,. . w�,. Uplift(1.5 F.S) -142 lb 0 lb ......... - - Bearing Length 0.25 in 1.19 in 1 �5.33ft -B 5.1ft � BEAM DATA Center Right Span Length 5.33 ft 5.1 ft Unbraced Length-Top 0 ft 0 ft UNIFORM LOADS Center Right Unbraced Length-Bottom 5.33 ft 5.1 ft Uniform Live Load 59 plf 59 plf Live Load Duration Factor 1.15 Uniform Dead Load 13 plf 13 plf Notch Depth 0.00 Beam Self Weight 2 pif 2 plf , MATERIAL PROPERTIES Total Uniform Load 75 plf 75 plf #2-Spruce-Pine-Fir Base Values Ad'us ed Bending Stress: Fb= 875 psi Fb'= 1178 psi Cd=1.15 CI=0.85 CF=1.20 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 155 psi { T-)iLL# Cd=1.15 ° All Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi �g Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi r Comp.-L to Grain: Fe--L 425 psi Fc--L= 425 psi r } Controlling Moment: -970 ft-lb Over right support of span 2(Center Span) €i�5� Created b8 combining all dead loads and live loads on span(s)3 Controlling 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 06/08/12 Comparisons with required sections: Read Provided Section Modulus: 9.88 in3 13.14 in3 Area(Shear): 3.68 in2 10.88 in2 Moment of Inertia(deflection): 29.05 in4 47.63 in4 Moment: -970 ft-lb 1290 ft-lb Shear: -381 lb 1126lb NOTES 6of8 Y- page Project:AP-Al 5269 Calcs 5-30-12 David E.Billingsley,P.E. Location:Right Side Ceiling Joists ;f 217 E.Main St Multi-Loaded Multi-Span Beam I Middleburg,PA 17842 of [2009 International Building Code(2005 NDS)] 1.5 IN x 9.25 IN x 7.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:15 PM Section Adequate By:174.7% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN U3196 Dead Load 0.02 in Total Load 0.05 IN U1880 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 98 lb 285 lb Dead Load 101 lb 171 lb Total Load 198 lb 457 lb Bearing Length 0.31 in 0.72 in !RJB BEAM DATA Center 7.33R Span Length 7.33 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 16 plf Base Values dusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1273 psi Load Number One Cd=1.15 CF=1.10 Cr-1.15 Live Load 333 lb Shear Stress: Fv= 135 psi Fv'= 155 psi Dead Load 156 lb Cd=1.15 Location 5.33 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.-L to Grain: Fc--L= 425 psi Fc-1'= 425 psi Load Number One Left Live Load 25 pif Controlling Moment: 826 ft-lb Left Dead Load 0 plf 5.28 Ft from left support of span 2(Center Span) Right Live Load 25 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Controlling Shear: -457 lb Load Start 5.33 ft 7.0 Ft from left support of span 2(Center Span) Load End 7.33 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2 ft Comparisons with required sections: Read Provided Section Modulus: 7.79 in3 21.39 in3 Area(Shear): 4.41 in2 13.88 in2 Moment of Inertia(deflection): 12.63 in4 98.93 in4 Moment: 826 ft-lb 2269 ft-lb 2 Shear: -457 lb 14361b NOTES '{) " r € 3 ]{ 06/08/12 7 of 8 page Project:AP-Al 5269 Calcs 5-30-12 . David E.Billingsley,P.E. Location:Right Side Ceiling Joist-Drift , 217 E.Main St Multi-Loaded Multi-Span Bea ��Tr_ P Middleburg,PA 17842 or [2009 International Building Code(2005 NDS)] 1.5 IN x 9.25 IN x 7.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:16 PM Section Adequate By:92.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.05 IN U1899 Dead Load 0.02 in Total Load 0.07 IN U1341 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 165 lb 440 lb Dead Load 101 lb 171 lb Total Load 266 lb 611 lb ' Bearing Length 0.42 in 0.96 in BEAM DATA Center 7.33 R Span Length 7.33 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7.33 ft UNIFORM LOADS Cen er Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 16 plf Base Values Ad'iusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1273 psi Load Number One Cd=1.15 CF=1.10 Cr=-1.15 Live Load 605 lb Shear Stress: Fv= 135 psi Fv'= 155 psi Dead Load 156 lb Cd=1.15 Location 5.33 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425 psi Controlling Moment: 1182 ft-Ib , 5.28 Ft from left support of span 2(Center Span) �. r Created by combining all dead loads and live loads on span(s)2 g :> Controlling Shear: -611 lb ( 7.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 tNN 0 �,o Comparisons with required sections: Read Provided t,1 Section Modulus: 11.14 in3 21.39 in3 Area(Shear): 5.91 in2 13.88 in2 Moment of Inertia(deflection): 18.75 in4 98.93 in4 06/08/12 Moment: 1182 ft-lb 2269 ft-lb Shear: -611 lb 1436lb NOTES 8of8 21 III I�� � ���fif�� E LI ll RANCH i3I-LEVEL F-RANCH ' INCH SPLIT LEVEL DWG NO Az -- T-SPLIT LEVEL A-1 ; DWG NO Az DWG NO A2 DWCi NO A2 DWG NO A2 �� .:.lf '10 A2 3 Q k,4 I 0 2��2 E tnrF .­ . A4 OVJN OF 'OUTHOLD I I � 08/03/12 TWO STORY iW❑ FAMILY RANCH TWO FAMILY BI-LEVEL SINGLE STORY/rW❑ FAMILY (OFFSET) DWG NO A2 DWG NO A2 DWG NO A2 iW❑ STORY/TWO FAMILY DWG NO A2 fWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY DWG NO A2 DWG NO A2 DWG NO A2 CAPE w/ SHED DORMER DRAWING INDEX DESIGN BASIS DWG NO A4 PG # DESCRIPTION TRUSSES: 8 - --- . TO-THE BEST OF MY- KNOWLEDGE, BELIEF, AND PROFESSIONAL--JUDGEMENT; THESE- PLANS--(AND-SPECIFICATIONS) Al COVER SHEET If O.C. - 90 PSF TOP CHORD LIVE LOAD ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2010 EDITION A1.1-1.4 ELEVATIONS 20 PSF TOP CHORD DEAD LOAD Al5-16 FLOOR PLANS 20 PSF BOTTOM CHORD LIVE LOAD AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504, AND 505. 20 PSF BOTTOM CHORD DEAD LOAD - Al.7-18 ELECTRICAL PLANS 16" O.C. — 67.5 PSF TOP CHORD LIVE LOAD A1.9 FOUNDATION PLAN 15 PSF TOP CHORD DEAD LOAD 5 PSF BOTTOM CHORD LIVE LOAD A1.10-1.11 SHEAR WALL PLANS 1 15 PSF BOTTOM CHORD DEAD LOAD IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING A1.12-1.17 RAFTER DETAILS 24" O.C. - 45 PSF TOP CHORD LIVE LOAD UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO 42-3 TYPICAL ELEVATIONS to PSF TOP CHORD DEAD LOAD CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, ALL ING WASTE A4 OPTIONAL ELEVATIONS 10 PSF BOTTOM CHORD LIVE LOAD 3-BOX WIDE RANCH 10 PSF eorroM CHORD DEAD LOAD THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED .3-=I�CWATLhN,�§t , ' AS FLOOR PLAN MASTER RAFTERS: BY HIS SIGNATURE THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DWG NO A3 G A6 FLOOR PLAN MASTER 25, 40, 60, 80, & 100 G.S.L. ,S.L. (WORST CASE) p p - A7 FLOOR PLAN MASTER 10 PSF = DEAD LOAD --- A8 FLOOR PLAN MASTER CEILING JOISTS (STORAGE): ED FOR THE NEW YORK-STATE-,.STAMP--,OF APPROVAL" A9 TYPICAL BATHROOMS 20 PSF = LIVE LOAD APPROVED S�I� DO NOT-PROCEE :WiTH pLUM�Ep CERTIFICATIO .'A10 TYPICAL KITCHENS 10 PSF OR ACTUAL WEIGHT = DEAD LOAD FiA{tiiNG:UNTJL SURVEY FLOORS (NON—SLEEPING AREA): D All MASTER ELECTRICAL PLAN / DATE' '�F FOUNDATi0�1 LOCATiO ON LEAQ CONTENT BEFO 40, 50, do 100 PSF = LIVE LOAD TII�' P�'AIl OFERTIFICATE OFOCCUP (. A13 MASTER ELECTRICAL PLAN t0 PSF OR ACTUAL WEIGHT = DEAD LOAD ® p�ArR�VVEW, A13 REMTYPICAL HEATING AND ELECTRICAL FLOORS (SLEEPING AREA): �F PERFECTIOYV FEE; n BY A14.1-14.2 REMOVED 30 PSF = LIVE LOAD fl P - - SOLDEf USED IN !R%A-TE A14.3 HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LOAD NOTIFY BUILDING DEPARTMENT AT A14.4 HVAC SHEET SEISMIC LOAD: /111 T� 765,1402 ANi TO PM FOR THE SUPPLYS,YSTEM CANNO A15 TYPICAL FOUNDATIONS SEISMIC IMPORTANCE FACTOR, Ic = 1.00 1 w�/ RESPONSE COEFFICIENTS: Sm = 0.50g So, = 0.22g f� m FOLLOWING INSPECTIONS' o A16 TYPICAL FOUNDATIONS SITE CLASS = D EXCEED=2J10OF.- i. 4..17 TYPICAL CROSS SECTIONS BASIC SEISMIC-FORCE-RESISTANCE SYSTEM 1• FOUNDATION-TWO REQUIRED 1 LEA," LIGHT FRAME WALLS WITH WOOD SHEAR PANELS 7172 ROUTE 522, MIDDLEBURG, PA 17842 FOR POURED CONCRETE A18 TYPICAL CROSS SECTIONS ANALYSIS PROCEDURE: SIMPLIFIED PROCEDURE, SEC. (io (570) 837-2333 A19 REMOVED 1617.5 Z �RaO+'UGH-FR�iMING,PLUMBING, A19.1 GARAGE/CAPE CROSS SECTION SEISMIC DESIGN CATERGORY = B A20 STRAPPING,ELECTRICAL&CAULKING CAPE ROOF SYSTEMS WIND EXPOSURE = C CAPE w/ SHED DORMER CROSS SECTION WIND LOAD: OCCUPANCY �R OCCUPANCY CATEGORY II IN�4JL!'1T{� A21 A22 CAPE ROOF SYSTEMS WIND IMPORTANCE FACTOR, Ir = 1.0 4.. FINAL-CONSTRUCTIONSELECTRICAL � E IS UNLAWFUL A23-25 REMOVED INTERNAL PRESSURE COEFFICIENT = +/-0.18 MUST EECOMPLETE FOR C.O, A26 ROOF SYSTEMS AS PER ED:ASC 7-OS Manufacturers No. M 1 168 ALL IT � T CERTIFICATE WIND SPEED: �' A2 ROOF SYSTEMS 120 MPH (37 PSF) AT 3 SECOND GUST REQUIREMENTS OF THE CODES OF NEW A28 RODE SYSTEMS AS PER ASCE 7-05 A28.1 REMOVED UPLIFT: FIELD INSPECTI❑N NOTE VW STATE NOTRESPONmEFOR OF OCCUPANCY A29 PROJECTING SECTIONS DETAIL AS PER ASCE 7-05 QRwm � T"Ef & A30 PROJECTING SECTIONS DETAIL UNBALANCED SNOW FACTOR: THE LOCAL BUILDING CODE ENFORCEMENT ❑FFICER SHALL APPROVE 40GW�i1�VRYYVVIINN�444t[WW14RN/41��G�T�aRRV/RR A31 PROJECTING SECTIONS DETAIL SNOW EXPOSURE FACTOR, Ce = 1.0 SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, THIS MODEL IS TO BE BUILT UNDER THE NEW YORK APPROVED MODULAR BUILDING SYSTEM. A32 REMOVED SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS & UNDER THERMAL FACTOR, C, = 1.1 FLOORS, FIELD INSTALLED HANDRAILS & ALL WORK DONE ON SITE RET. AllvENGINEER: THIRD PARTY. A33 TYPICAL FRAMING DETAILS AS PER ASCE 7-05 TRI/'AL A34 TYPICAL SECTIONS AND DETAILS GENERAL NOTES COD s: . CII A35 TYPICAL SECTIONS AND DETAILS THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX HOMES, INC. THE METHODS OF TWEliT@Wht ODE OF NEW YOR ��-1 REQUIRED DESIGN CRITERIA OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE 1t A36 TYPICAL SECTIONS AND DETAILS CONSTRUCTION TYPE: DRAWINGS WITHOUT THE CONSENT OF APEX HOMES, INC. iS PROHIBITED. 2010 ENERGY' ATION CONSTRUCTI A37 REMOVED WOOD FRAMED UNPROTECTED (VB) APEX HOMES, INC. WILL DE CONSIDERED AS A 'SUBCONTRACTOR' IN ALL BUILDING PROJECTS, OF NEW YORK STATE SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS USE GROUP: APPLICABLE BUILDING CODES SHALL BE LOCATED ON EACH A38 TYPICAL FLOOR / CEILING FRAMING ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING A DETACHED SINGLE FAMILY DWELLING MODULE AND ITS CONSTRUCTION. COMPLETE PROJECT BUILDING DESIGN (i.e. SITE, FOUNDATION, DECK, INDIVIDUAL FLOOR PLAN 40 WALL SYSTEMS OCCUPANT CLASSIFICATION: OR PORCHES, ETC...) SHALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD', NOTES A WALL SYSTEMS DETACHED SINGLE FAMILY DWELLING ON SITE DR 'BY BUILDER' SHALL BE THE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR'. HOUSE BE ERECTED AT: THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE 1. THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, A41-43 REMOVED MATTITUCK, NY - SUFFOLK COUNTY SCAL . ALL DIMENSION LINES AND SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL PLANS AND A44 INSULATION VALUES 20 SPF SNOW ZONE NOTES SUPERSEDE ANY SUCH REFERENCES.ALL 24' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-B', CALCULATIONS MANUAL SHOULD BE CONSULTED. / pE"ECTIOVV 120 MPH WIND ZONE (3 SEC GUST) 2. FACTORY BUILT PORTIONS ONLY, / ..oz p y A45 INSULATION VALUES WIND EXPOSURE CATEGORY - C AND ALL 28' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 27'-6'. 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE A46 TYPICAL PLUMBING SCHEMATICS AND NOTES SEISMIC DESIGN CATEGORY - B AND ALL 32' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6'. SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT lloffES, INC. THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION. LABELS SHALL L LOCATED AS FOLLOWS= OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION 7J72 ROUTE 522, MIDDLEBURG, PA 17842 ASSUMED SOIL SITE CLASS — D (570) 837-2333 FAX 837-0290 A47 TYPICAL WINDOW SCHEDULES STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK, SHALL BE ACCOMPANIED BY A REScheck REPORT AS NEEDED A48 TYPICAL WINDOW AND DOOR SCHEDULES NOTES: NOTE STATE LABELPER MODULE REQUIRED q. BUILDINGS RAVING A HEIGHT OF THREE STORIES ABOVE GRADE ARE I. FIRE RATINGS SHALL BE LOCATED ON FACH ALL BRACED/SHEAR WALLS, TIE-DOWNS, AND OPENING RESTRICTIONS TO BE CALCULATED ON AN REQUIRED TO VI EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM COVER SHEET A49 TYPICAL BRACED WALL DETAILS INDIVIDUAL FLOOR PLAN INDIVIDUAL HOUSE BASIS TYPICAL FASTENING SCHEDULE Al' 2. 200 AMP MAIN PANEL (OPTIONAL too AMP SLID PANED en naTE: REV: DWG ND A50 3, THERMAL TRANSMITTAL VALUES FOR ROOF, WALL, AND SNOW LOAD, SLRIAL NUMDER, MODEL NUMBER / NAME, SEISMIC DESIGN CATEGORY, WIND VELOCITY, AND SITE LOCATION SHALL BE LOCATED ON EACH INDIVIDUAL FLOUR PLAN pyyp/RM/KLN 11/22/10 A 1 CALCULATIONS MANUAL INDEX CEILING SEE RESCHECK NY. CLR11F1CArtUN FUR MODULARS (�N-15�69/NY UI ICS X NO i„ ;�-E FULLUWING ELEMENTS LF CERIIFICAIIUN REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS; �D Zc�.f I) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION lU) 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED, El 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL Q Ll/ BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, _ 0 Q OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE iI OF THE NATIONAL HOUSING ACT, AND = (Y) 4) ro THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN 0 U IJ ON A SITE-BUILT PERMANENT FOUNDATION. = J IJ U +FF11 Z � Z � y 42 PSF SNOW DRIFT LOAD LL_ f Q If Cei \ I z b] Lf) :D U � a WW' O n �o� � r� co 0i I ! ILz I! CO_) I jJ vW r; Lj FINISHED FLOOR 1 Z --- J z O N Q DOUBLE LAYER OF ASPHALToil PH IPA SATURATED FELT UPI lit I- O U LJ ------------ U F-- :n O OL o i------------- Fq I � I I 1 h-----------------i I I I-- FINISHED FLOOR IID 13 3 Y a 3 ca FINISHED GRADE LP❑RCIn cd H SLAB GARAGE DOORS tiMAND POSTS w ON-SITE BY OTHERS Ncz ON-SITE BY OTHERS V CND NYS DEPARTMENT OF STATE STAMP OF APPROVAL QL0 Z �Jitll7i� J ¢ a > z - ,i3 Ci W w > ? in F w a Z o w lz a = a- U CL W Q w Y CL 196. Y Q�y �625'3 r-------------------------------i 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED I BUILDING SYSTEMS FILED WITH THE STATE. I L-------------------------------J 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 0 8/0 3/1 2 o 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE W O A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER (J o NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN �1 MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS N 0 O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, - A1 � 1 CAN-15269/NY L n .n o .D L z r� U) Q q � � ~ � Q = U > = J L,J 42 PSF SNOW DRIFT LOAD �- z � Q v W C � I Q II m U \ U Q Li Co z N o n, I U � } CIO Q °� m Liz .. _-— - FINISHED FLOOR W Z 0 o r Z Q u NZ O (� = UJ ? LLJ 4 EIEUi Q c- C 0 �8 ZCu 01 ¢ 3 3 Y g 3 n3 FINISHED FLOOR rr FINISHED GRADE _ --, � (U N (71 (1J F z ZZ In n o to 1!) zz yr' cu S BILL/A, NYS DEPARTMENT OF STATE STAMP OF APPROVAL J J ¢ U 2' ¢ o L� GY ¢ LJ .. j r Y Q a- n. ¢ .; OIR626Q r-------------------------------� 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 1 BUILDING SYSTEMS FILED WITH THE STATE. 1 L-------------------------------j oq 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 0 S/0 3/1 2 w O 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE �� Q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO q 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION Q 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE-'ALTERATION. A1 , 2 QN-15269/NY 0 V) Q 12 Z LJ J H LJ 42 PSF SNOW DRIFT LOAD � W (__) L� z � W q LJ \ V n.1 CQj \ z in I— �zo e U Wpq QCL !i Wes¢ ° n co .. 42 PSF SNOW DRIFT LOAD (] 1_1 U in � 2', F- (") DOUBLE LAYER OF ASPHALT Q LJ Z FINISHED FLOOR 12 SATURATED FELT Z — —�3 W --- - — -- ---- > z o N Su -i J. Q E3 W j cu o f m FINISHED FLOOR :o ° FINISHED GRADE - PORCH SLAB Lo � 'n Ln ti AND POSTS ° `u ` Q L ON-SITE BY OTHERS NYS DEPARTMENT OF STATE STAMP OF APPROVAL _J J J ¢ Z U J Q O L._ K Q .. F Li Z a- Q! U O� r------------------------------- 086250 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED I w 1 BUILDING SYSTEMS FILED WITH THE STATE. 1 L� -----------_J cN�� 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 4,j y',\ IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE O j A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 0 8/0 3/1 2 NO. M1168-02-074, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO N O O 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION GF THE ALTERATION. AL3 ON-15269/NY I .f) O�l� CY z `1 J 12 = W W �9 = W 42 PSF SNOW DRIFT LOAD if `IJ Q CC) Q 2 z of v rr Q H \ N Cu (Y) V z �J In W wow O lzo F— I i � � z W 42 PSF SNOW DRIFT LOAD ! 0 Lc Li DOUBLE LAYER OF ASPHALT SATURATED FELT Li ~ Z 3 LLJ — FINISHED FLOOR z > >- W N 2:: Q Y'Y q (/l = UJ � � O li LLJ arb 2 N 0 � Zo' : 10 p o > q C il�ll � � � Q3 � 3 3 3 q 3 ca -— FINISHED FLOOR -—- -— -—-—-—-— p ILE= i FINISHED GRADE cv N PORCH SLAB o AND POSTS RIGHT SIDE ELEVATI❑N ON-SITE BY OTHERS l- NYS DEPARTMENT OF STATE STAMP OF APPROVAL Q Z 0 W w - >La z o U ;s tr # C rn CL j as > a ce in r •�{i � uj r------------------------------- THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED I �N BUILDING SYSTEMS FILED WITH THE STATE. I z\ L-------------------------------J � 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE CT\ O 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 0 8/0 3/1 2 G W rq A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO q 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION Z 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. A1 , 4 r----------------------------------------nr---------------------ir----------------------- r. (NEW MURK CODES IIx IMPORTANT NOTE 11 « Nr1TE I (�N-15269/NY � 2010 RESIDENTIAL C❑DE IIF NEW YIIRK STArE :(RAISE DOORS, CABINETS, EIC. 3/4' IN II SEE BRACED / SHEAR WALL AND I „) 12008 INA r I❑NAL ELEC I RIC,AI_ CUDE II I-1VING RFIOM, AND DINING ROOM FflR 11 FrIUNDATION PLAN P4GES FTIR HIGH WIND 1 7 11 ON-SI rE F LUCR COVERINGS. 11 DETAILS AND REQUIREMENTS. I 2�M 4'X10' F LUUR REGISTER (3' FRUM WALL) 5 REQUIRED E'er 12010 ENERGY C17NSERVATI[1N C❑NSrR1JCT[❑N CODE OF NYS If ————————————————————— ———————————————————————i roE L- TUCK I;EAr GRILLE ( LucArEn WET AREAS) 1 REQUIRED ----------------------------------------J * IMPORTANT NOTE J <aZl 1 (4) 2x6 SPF N2 STUDS JlrTlm G'X14' I-IIGH/LUW AIR RETURNS 87' & 18' AFF. 1 PAIR REQUIRED 2 CQ VI)RAISE DOORS, CABINETS, ETC. 1/2' IN 1 (a) LSTAl8 STRAPS H -4 Q ALL EXT. LOAD BEARING IiDR'S: WITH SPAN O ( F 4'-2' OR :KITCHEN, FOYER, FIAI_L, AND BATH 43 1 FROM 2ND STORY TO -------------------- lST STORY CLG. CLG iO (4) 2x6 SPF N2 STUDS (a � LESS WILL BE (3) 2x6 SPF 12 ALL OTHERS WILL I ROOM FOR UN-SITE FLOOR COVERINGS, I IST STORY G. CL nND REQUIRED pN-slrE SUPPORT FnR 4) LSTnlB STRAPS FROM 2ND srpRv TO lsr STORY - O O DE SPECIFIED. ALL REQUIRED JACK STUDS L---------------------J STl10S ip 1"L L1OR. MODULAR PROJECT ABOVE CLG. CLG TO 1ST STORY STUDS AND STUDS TO FLOOR, z Y ED SHOWN ARE 2x6 SPF 42. ( SEC. 1, PG. 9.8 ) 6-4' 21'-3' 28'-11' 41'-0' 48'-0' _ U J DATA PLATE, STATE LABEL I --{ I 0 F---I ALL M/W IIDR'S: WITH SPAN ❑F 6'-2' OR LESS I'� HDR (3) 2x10 SPF N2 AND PFS LABEL LOCATION O I ' I OBSCURE WILL BE (4) 2x6 SPF 42 ALL OTHERS WILL LJ (SEC. 1, PG. 9.8) 3' RADON VENT Q GLASS Qa BE SPECIFIED. C SEC. 1, PG. 12.4 1 lia Y W EL --,Jill _ O >r 11'-7 3/4° �— u 30 r W3012 W3630 VAL 39 W 43 7v - U _ v cU ni B➢5 :,='F6 00 1/4���I BI2 DWS BFC 927 BI2 8(`,P� '+'p 0 �S z Cu vl 3' DRAIN 6 F-2 1/4' 5/B' TYPE 'X' GYP. TO �; 'I 2.10 SPF tl2 FLR. 6 CLG. 2-3/4' SUPP. F-2' 14'-2 1/4' o iU UNDERSIDE OF ROOF SHEATHING of _..--^- I— C7 FROM 2nd STORY n \. BATH 13 v u) 11 OD l Q ` I co \u DINING ROOM �° s FT3-8 C1D2a84 u1- 1 woi \ +r 149.94 SO. FT. ^ °' ❑ z zm) co Lr) 12.00 LIGHT REQ'D o i, 6.00 VENT REQ'D ) KITCHEN CLO w 34.88 LIGHT PROV'D 3 3' U' -10 3/8 + p L� o 20.76 VENT PROV'D ° I H r w y o ¢ U :`o o I CQ 0 318 iu 6'-7 3/ ' ❑ \ ° 8 3 EIJ Fw., -4 F-1' ^ 5/8' TYPE AGE GAR ORDER 11/2' v 3/4' HWBB •X• GYP S - _ 9' 2 1/4' SUPPLY LINES [}16. 086250J 77 n 7'-4 3/4' �y �a HALL © Yv z L •Prop B1e I I ! � v 2-0 sP�a3 7'-4 3/ wla U-362484 3'-10 5/8' 3 -11 2- —ad ---------------------- ti 2x10 FLR JOIST ,D -_-_-_-__ -_-_-_- - 30 I--N3612 _1 F-1 1/4' _—- nl OMIT 2'-8' SECT Q W '-' Z - CLG 3 WALL GYP z v IST FLR OF A 2-STORY _—_____ ___—_—___ i_________ �' w FLUSH CEILING BEAM (U ^� 13'-1 1/2' 4'-1D 1/2' x ° 3'-D' �3' 3' 3'-Q' 4 _ -5XB- TYPE 'X' GYP. TO /I �8��3�12 Li � > � y � @ LIVING/DINING ROOM .n� a fq UNDERSIDE OF ROOF SHEATHING ' i (Y Z (--) O n- �n I SPF N3 (U CLO 4'-4 5/8' ----}----------------1—♦ 9070 GARAGE DOOR I =� C7 3' DRAIN is © o Ii DR @ 66 5/8' i aOU (� ,r = u _J Z 1 I o F_1• 2-3/4' SUPP. F m FROM 2nd STORY I LLJ V 2' FUT VT I I 10'-6' O L_ 2x10 SPF tt2 FLR. 6 CLG. '¢ 2' DRAIN Cd I CU F— ` x FROM 2ND FLR \ U' o (/) I LIVING ROOM DRAIN PAN o Z _ 3/4' HWBB i ° 260.21 SQ. FT. SUPPLY LINES I I / A O _ O <�z \ 20.82 LIGHT REQ'D !� FOYER --- -----13'=5x3/8'--------- ❑� Z � (u a>N� m 10.41 VENT REQ'D Ia�l _ \ =^oy1 22.20 LIGHT PROV'D IW�I� HEADER �� a° 12.08 VENT PROV'D ��I! (3) 2x10 SPF 42 >- m oP u RAILING, 0 45' DEGREE r — d o o (SEE CALCS) !I 1 f.0' o. ti) =Ir, ONSITE m 3 7'-�' 7'-0' : r 2'-0 E�3 oil BY a a m ANGLE ARCH 3 3 o iu i i OTHERS U o 14'-0' W/BOOKSHELVES 3 3 Q ca 3 ra m o -r s/e TYPE �w 41'-0' @ FOYER/LIVING III p �W ml o 'X' GYP. O a J ROOM DORMER LANDING wu �I N (U ru 9N (L _E 20-10' zm N 11'- 5/8° 2'-7' II F In CU CU \LL::43 5'-4' I Ln \ k y (L �D m 2xi0 FLR JOIST NYS DEPARTMENT OF STATE STAMP OF APPROVAL - 1ST FLR OF A 2-STORY 15-4' 26-10' HDR- (3) 2.10 SPF N2 34'-0' J ¢. I, <, Z WITH A STANDARD DROPPED I (SEC PG. 9.8) FOYER/HALL I --J ; .Z. --. MARRIAGE WALL HEADER o I (6) 1 1/2'x9 1/4' M.L. O J IL' < @ I CL � I 6'-0' x 34'-0' � i �� Tq � � � d � � E' PORCH OVERHANG w < � rz,Li n I 34'-0' r'----------------1 1 REQUIRED WINDOW DP RATING,I ------------------------------------------------------------------- I CORNER ZONE: 49 1 IINTERIOR ZONE: 40 I y ----------------J o R-13 INSULATION INSTALLED IN BASEMENT WALLSIt ' `5 : THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED I r-----------------------1 m BUILDING SYSTEMS FILED WITH THE STATE. : R-13 INSULATION INSTALLED IN UN➢ERSIDE OF STAIRS. L-----------------------J yy 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE ro O n 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE b O A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN � N0. M1168-02-074, MANUFACTURER'S N0. M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 2x10 FLR JOIST04 ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO O O 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC FLAT ROOF WITH A ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 4, OF THE ALTERATION. FLUSH CEILING BEAM (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION @ GARAGE NOTES: 5. CLG BEAM @ LIV/DIN TO BE (2) 1 1/2"xl8' ML (SEC. 1, PG. 12,7) 1, BUILDER IS RESP❑NSIBLE FOR PROVIDING A PROPERLY SIZED 6, CLG BEAM @ GARAGE TO BE (6) 1 1 1/2'x9 1/4' ML (SEE CALCS) HEATING SYSTEM TO COVER A 42,000 BTU LOSS 7 2, HEAT LOSS WAS CALCULATED W/R-19 FLOOR INSULATION 8 3, IMW CLASSIC WIND❑WS BY PLYGEM — DP50 RATED 4, 12112 STORAGE RAFTER ROOF SYSTEM 2 16' D.C. (GARAGE) 9. A 1 , ALL EXr. LUAD BEARING HDR'S; w1rll SPAN OF 5'-3' UR r------------------------� LESS W11_L BE i3) 2x6 SPF R2 AI_L TiiFRS WR_L I x NOTE 1 34' 0' i ON-15269/NY U) BE SPECIFIED. ALL REQUIRED .JACK SIUDS GASKET UR WEArr!ERSrR1PP[NG AND j iNSULATTFiN, FQUIVAI-ENT Trl THE j �) 11'-6' `^UDULAR PRUJECIIUN _ Z N SHOWN ARE 2x6 SPF 42. I , — ---- ---- <L 1 INSULAI.pN ON TI.L SUhkUUMll1NG < SEC. 1, PG. 9.1 ) 1 SURFACES, IS TO BE INSTALLED UPON 1 I ' 5'-9, J Z�I I COMPLETION OF ric SET-UP OF rI-3E I-3UME 1 4 /4 c.3) .'x10 SPFe2 CL U) AT CEILING ACCESS PANELS AND / OR I EGRESS O JcsEE r.AEcs) H �¢ ALL MBE 4) 2 WITH SPAN L rHE OR LESS I PULL DOWN STAIRS ON SITE DY OTHERS. I Q WILL BE C4) 2x6 SPF tt2 ALL UrHERS WILL �______________ i H O BE SPECIFIED. nl 10'-5 7/8' \C Y O SEC, 1, PG 12.1 ) cd) 2x6 SPFN2 Z (3) 2x6 SPFN2 = U J (d) LSTAIB STRAPS FROM ROOF BEAM ., TO STUDS AND STUDS TO FLOOR I ——————————————————— ") LSTAIB STRAPS FROM ROOF BEAM O ''--I LL- EGRESS rMiT 2'0 SECT O 3' RADON VENT *7 -I[] STUDS AND STUDS TO FLOOR -• CLG 6 YnLL LYP }- [u ' 11'-3 1/2' JUS28 HANGERS FROM RAFTER TO 13EAM � r 2-0' 3'-0' U (7 W ---------'--------- ~ cu 00 ~ CA X J ❑" BEDROOM 43 � Z � � o Y o 170.25 SQ. FT. cD BEDROOM #2 i CLO 1362 LIGHT REQ'D Q I �� in 6.81 VENT REQ'D iu v Z Co 125.69 SQ. FT. ❑ 22.20 LIGHT PROV'D 10.06 LIGHT REQ'D • o O 12.08 VENT PROV'D ° 5.03 VENT REQ'D 0 22.20 LIGHT PROV'D BATH 41 v Z Go In 0 12.08 VENT PROV'D 2x6 2' VENT FROM 5/B' TYPE �. Ist STORY m X. GYP ----TAPER-LINE-- CEILING- U 0 Q 13 a, 13'-5 7/8' -- ----- u cs U a) ❑ ❑, L1N 5/8' TYP 'X' GYP ON-SITE BY OTHERS ti Cl)F I ❑ O U y C•') of I ❑ 21'-3 7/8' ❑I ,\� i PULL DOWN STORAGE I' 2x10 FLR JOIST ;e,Ai STAIRS © 0 N W in o CLO HALL I i26 1/2'x54 1/2' R.O.; u FLAT ROOF WITH A 7'-11' 3'-0' h 14'-7 3/8' } � z FLUSH CEILING BEAM I I v 2 HALL & STAIRWAY I - 5/8' TYP 'X' GYP ON-SITE BY OTHERS Q W `—' Z I -- CMIT 2'-B'SECT ..MIT 2'-B'SECT - n CLG 6 WALL GYP CLG 6 VALL GYP — Z > ry cu .� 4'-I1' -8' 3'-0' ------_1 F-------- LIJ - Z o CL o � ❑----- ----- 5'-1 1/2' I 3'-9' 1 4'-8' Z Q Y Y N a O 11 iti . — D I n to `� ��..�.f/�1 V Q F O o. —_J W 4S LL1 U SHOWER DOOR 0"7 W '''^ u BY OTHERS • i© o 7,�t• _. Q 5 1/4' „, j \ BEDROOM 41 BATH #2 _J - _ it W 0 N 190.17 SO. FT. o o CLO i5.21 LIGHT REQ'D DRAIN4= LIGHT ,� yCu n 7.61 VENT REQ'D \ u 22.20 LIGHT PROV'D O PAN ' --------- -------- ------ 010 12.08 VENT PROV'D LAUNDRY ()86250 ❑H 5/8' TYPE-/ 4'-7 1/2' - i� 5:1 'X' GYP. of SAFETY ❑" 5'-4 1/4' n 6'-0 1/2' 3'-8 1/2' GLAZED Q -21/8' F-2 1/8' �U OO 08/03/12 a a �, VD18 VB24 V018 ("7 W \ \ \ L 14'-9 1/8' F \ \ \ 9'-9 1/8' l ¢ In cu o uT uT cu u O c\i3 \ \ D u� CO I -GRESSI 4SAFETY I �� �� GLAZED OO NYS DEPARTMENT OF STATE STAMP OF APPROVAL _j 34'-0' z ¢ L7 z I 26'-10' 8'-9 1/2' 25'-2 1/2' 1 V ¢ z 0 1 FE DORMER FE DORMER I W n- Z � 1i' EL 2 2 I R-13 INSULATION INSTALLED IN ATTIC STAIR WALLS I d W o- ¢ U C3 r.---------------------- 1 I W Q W I = E NOTE f I cc n a TUB / SHOWER CONTROL VALVES I I o$ v TO HAVE A HIGH STOP LIMIT SET o 1 I L___________________________________________________________________� 1 TO LIMIT WATER TEMPERATURE TO A I Q� MAXIMUM OF 120° F ( 49°C ). I Lam--------------------- THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED I r v� 1w IMPORTANT NOTE I BUILDING SYSTEMS FILED WITH THE STATE, I L-------------------------------j IRAISE DOORS, CABINETS, ETC, 1/2' IN 1 N y 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1 BATH #1, AND BATH t#2 FOR pN-SITE I(FLOOR COVERINGS. I �U� IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE _____ ______L_��_��—���— ���_���J W O .4 A THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER I- — —— I� �O'04 �- A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN I )K IMP❑RTANT NOTE _j NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS I V 1V MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO HALL FLOOR COVERINGS T❑ BE PR❑VIDED BY BUILDER, THEREFORE IT IS I Nod 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY I THE BUILDERS RESP❑NSIBILITY TO IDENTIFY ANY REQUIREMENTS TO APEX I A�4 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 HOMES FOR RAISING DOORS, CABINETS, ETC. PRI❑R T❑ C❑NSTRUCTI❑N. 1 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. L---------------------------------------------------- NOTES: 6 1, MW CLASSIC WIND❑WS BY PLYGEM 7 2, 9/12 STORAGE RAFTER ROOF SYSTEM @ 16' O.C. 8 3. EXT CLG BEAM L3 BEDROOM #3 TO BE (3) 1 1/2'x9 1/4' ML (SEC. 1, PG. 9.4) 9 4, 5. 10. A1_ � 6 I x Nf] E 1 PI_F/1SE PI21lVI T IJ!C:/1fIIlNS 4) I L:R IIiE FULLLIWING 7 Z o 2 cc 1 - M/1IN ELECTRIC Q 1 1 MAW WAfF_R SUPI'I_Y J cc 1 - MAIN SEWER I V) �] V cc Z Y LLJ I I = U J I I W J %L_-----__----- %L GFI I I = Li H GI IS3 LJ • i P r_ ___rM41 ,Fi GFi GFI (� 00 f—of I I u r GFI a (ZI IIIL-________________________ ! ( ) L___________________-I r Z I 7 I L ----J I 27' AFF ~ I GFI XL E2 c3 p CL c I L GFI Z C4 F mr---------------J --� I WP w q r----------- ---�^° --�r'J GFI �pU -- I- I I I [� ^LG z U 0 MTN =1 N LJ I U T , 48' ELEC. DROPS ----------------- - i_AFF --; S3 --- Q LJ r, Z --- l------------------------------------- Z � T W/ a2' COILS $S3 ------------------ --- W � > J�I ISTAr --H f I I I �± p q N � I WIRE O • si \ Sgt O w�! Y Y p I L__ LNLY • m I ; \` '/ GFI x"� t'�+ ¢� - Q E~�. F- � = (�iJ GFI efpyL✓ W N w Nm 47 I �> o Mom," ... ` J 2 L I I I I f} C air U Q o 0- I I Z N � I ------ sus ti m AFF - ,Cy 862J� �� � I__ 1- I II O I II 7'-3850BTU 7'-3850BTU II II L 0 8/0 3/1 2Lo a CDELEC. DROPS ® SS3 �3 e , m �, W/ 8' COILS --__- L WP CHIMES p (7J � 4- � I j � Ixl ----- x .-, .-. I GFI I NYS DEPARTMENT OF STATE STAMP OF APPROVAL J L3 - J _ ULJ J > Z � V) , I I w a z 0- L` a U FCL I > � ¢ uJ 2 I o� I I o x 2008 NEC NOTES k7 ___ 1 1. ARC FAULT BREAKERS REQUIRED IN ALL FAMILY ROOMS, DINING r I 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, I SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, FOYERS OR I 1 1 BUILDING SYSTEMS FILED WITH THE STATE. I SIMILAR ROOMS OR AREAS. -------------------------------� 12. TAMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT I C�`5 I h 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT I THE ENTIRE HOME, UNLESS NOTED OTHERWISE ON THE PLAN. �.y ca IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 3. ALL BALCONIES, DECKS AND PORCHES ( OVER 20 SQ. FT. ) I 0 V A 1. THIS FACTORY MANUFACTURED HUME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ACCESSIBLE FROM INSIDE THE DWELLING UNIT ARE. REQUIRED TO A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER I I [1 j THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN I HAVE ONE WATERPROOF ( W.P. ) T.R. GFI RECEPTACLE WITHIN THE "�NO. M1168-02-074, MANUFACTURER'S NO. MI168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS PERIMETER OF THE BALCONY, DECK OR PORCH. I [ij MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 14. 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY I WITH ONE W.P. T.R. GFI RECEPTACLE ACCESSIBLE WHILE STANDING 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC I AT GRADE LEVEL LOCATED A MAX. OF 6'-6' ABOVE GRADE AT I n ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION COOE DESCRIPTION OF THE ALTERATION. I THE FRONT AND REAR OF EACH DWELLING UNIT. (ENERGY CODE) AND IS [N FULL COMPLIANCE WITH THE ENERGY CODE I_---------------------------------- NOTES: 1, ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2008 NEC NOTES ABOVE 3, 4, 5, A1 , 7 QN-15-269/NY �L ur) 10-55008 ru I-a z Y w = w J cu E] w Lj c� D'-4�00 DTU • J BI • r w � 0 L ti .B IN CEILING r--I FOR RADON PUMP. z C�j C/) J N O Q I -----------------1 I U] Il I — I N z I - I � � U • SD I p -------------------------- I I I w L S 3 TI -- i❑ ATC J.B ) I I L----- ` L-------------------J L---f___r________________, S➢ L-------1 L 1------,���-- �-.�--------� LO i � f� �J I •� O --- I ti ' �,r�/ ' rZY o--------- ------ W TSTAT UY WI 'SNRE % 2Q ZNp 0 I " o = � o<E o-= LLJ uj O N2 I� CLI E i ---------------------------- Sys I E CQ �J 3 3 Y A 3 3n AIL m p I ✓S�- I ti 08/03/12 Q 6'-33009TU j Q N fj Lo N 6'-3300BTU FI GF � ELEC. DROPS p w v m I R NYS DEPARTMENT OF STATE STAMP OF APPROVAL J J ¢ L3 z Z C I ¢ W a- Z a = I o CL L ¢ j D Icy_ O I I O I---------------------------------- � ■ 2008 NEC NOTES : -1 Y -------------------------------� 11. ARC FAULT BREAKERS REQUIRED IN ALL FAMILY ROOMS, DINING I THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 I ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, (\ SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, FOYERS OR BUILDING SYSTEMS FILED WITH THE STATE. 1 I S[M[LAR ROOMS OR AREAS. I `w -----------------------� 2. TAMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT 1 �( Nye 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THE ENTIRE HOME, UNLESS NOTED OTHERWISE ON THE PLAN. I b 1 IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 13. ALL BALCONIES, DECKS AND PORCHES ( OVER 20 SO. FT. ) I W Q V n 1. EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ACCESSIBLE FROM INSIDE IDE THE DWELLING UNIT ARE REQUIRED TO A DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM I A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN I HAVE ONE WATER PROOF ( W.P. ) T.R. GFI RECEPTACLE WITHIN THE V NO. M1166-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS PERIMETER OF THE BALCONY, DECK OR PORCH. MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 14. 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED `[♦" p THE DRAWING WITH A NOTATION 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ' ALTERED BY ' FOLLOWED BY I WITH ONE W.P. T.R. GFI RECEPTACLE ACCESSIBLE WHILE STANDING DU, HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC I AT GRADE LEVEL LOCATED A MAX. OF 6'-6' ABOVE GRADE AT ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION. I THE FRONT AND REAR OF EACH DWELLING UNIT. (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE L____ -__---_---J NO TES: 1, ALL LIVING SPACES ARE ARC—FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2008 NEC NOTES ABOVE 3, 4, 5. A118 FOUNDATIFIN DRAWINGS ARE TO BE USED AS A GUIDE 1 r � t T UNLY• APEX HUMES WILL NOT ACCEPT ANY LIABILI FY ON--I5269/NY `3 1 z J OR RESPONSIBILITY FOR INCORRECT F❑UNDATIONS. a 1 3 z 13 EARCTII Li -1 U 1.1 tJ 11 11 C1 Ll n '1-1 �I nz;� uz'OJ, oz c�rc oz; n�., z L1J YY� �Un NY� t'!Yo NYC NYn _ /� NLa' S 2•, =Q'�91-K lL X 1- ----------------- �1 is in in iD Z. I I Q FY$1EN 2ND STORY FOR.Ru I z f0 POST 8 POST TO 2'-7 3/4' I OUNwIroN FOR 12001 UPLIFT 1 14'-1 1/2' N.O Z. NZ0 NN N.p Ni0 USN 22'-6' V;� i4'-0'STADI4RJ -6• STADI4RJ -L ,. ,. \"',. \.".. \_,. \",. 4880# ------ ---- AD14RJ ------- ---------------------------- �- ;WW ;IJW ;WW ;IJW ;WW 3'`IW r ------- _-_ ---------- K�W p.,7O KJO p.7p ,Y7p ��,J !—I IUSP U z Q o Q W ¢ IJ ¢ W ¢ IJ I ------ (� ,-y �1-.N.. F.N. �I-N N ______ l ISTAD4RJ z �J O Jy Jy Jy Jm 3Jy I I 1,1IB T.L. (PLF) wow x w wow wow IJow wurr I 1 : I 1 (1) USP TD7 ON I 13017 0 2�W tL'14W d'1DW d'1nW < > <L > LL a J'Yo 1�o �Ko DKo Z)., 1 I I (3) 2x6 SPF #2 I I _ N= = f= $u H= N= I I STUDS (6532#) I I Q Iri u u u u u u I . C1J nl¢ is a iu¢ nl a n1 a itr¢ I I I I I I 44 � z 4 z z Z „�., J A J A J G J q J J I I I I Ito J rL a. , a a J a J a I I I z Z yZW yZw 4LW yZ� yLW yZJ I I 1 1 (1) USP IN ON I I O p JQJ JQJ JQJ wQJ QJ WQw (3) 2x6 SPF #2 04 p L_ I I N I I STUDS (6532#) U J1 m n •D ^�`i n m m N N m .� I I I I ��r� / ` �v`U U P� CL N m 1 W I S I I `— L.L Q V (� _�.. m I I 1,425 L.L. �) L I =, I I LL + p 2,055 T.L. I�8 3 3/4' I I c I I U ''` au uo -7 "u Ao I I 2'-3 1/P' TYPICAL 1 � � `WExCAVATED AREA I I � z (� Zw Z-. ZR' ZW Z,-, ZlY z w J -�W rY -1 W I (7J w uti op ' I ' ' 7 -2 3/4' 7 -2 3/4' 5'-9' 5 -9' 14'-0' 1 I U RJ oz U oz oz oz ,ao oLn v QIJ U w w w` w 1- w.- I I T------ ------- ------- I I q o W ..w r-u W u u T ; ; ------- ------- I 1 USP TD7 ON I I Q ~ Z = ¢ ¢W ¢w ¢ ¢w I I� I I ( ) a u i o a z i o LW7 a z z I I i O O i p i :7.145 L.L. O I (3) 2x6 SPF #2 1 � z 1 J ~ _ p ? J`'1 J w J t�J J`1 J tu.1 c^u I I; ; ; 10,295 T.L. 1 STUDS (6532#) I I Q W > Z pOL o Ct- 'vl y y l7 w :n 9,260 L.L. �3,980 L.L. 8 11,410 L.L. `------ 17,145 L.L. -1 iI I 12,030 T.L. 4,975 T.L. �5,125 rL. CONC. FOOT ER 10.295 T.L. I W/ STEEL COLUMN 01 = U -J ? N I I 8AOS L.L. I I , I I Q F F 0 2'-0'1 1 11,740 T.L. I 1 N I I V � 1 I I I I W o � - L� 1 I I I I U Q V) o v I I 1 I I N II 1 r��----------------------------- I (4) 2x10 SYP 41 FLOOR GIRDER 1 L------------------------J I � cn d I I I � I I I I I 11'-1' O.C. MAX. FLOOR LOAD ONLY (SECT. 1, PG. 14.10) I 1 LJ 6-10' O.C• MAX. TOTAL LOAD ONLY (SECT. 1, PG. 14.4) (i) USP TD7 I --- USP--- --- J STADI4RJ ___-_____USP USP �- 1 ON (3) 2x6 I 4441# STADI4RJ STADI4RJ ¢ 3 3 X Q 3 Q GIRDER SPLICES MUST BE LOCATED OVER COLUMNS SPF #2 I IUSP aee0# STADI I 1 STUDS ISTADI4RJ o 3'� O zo I I (6532#) 14441# 2'-2 3/8' 1 I 1 1 3 5/ :0 nJ cu I -------------- v 8' MINIMUM CONCRETE WALLS _ 1 1.178 T.L. (PLF) F,.) I 2'-3' \ `" \ N (lJ ------ --------- ---------------------- -------J I 14'-0' o w N uI m N I c 0 co USPL1_________________________________________ I� ^ STA014RJ I NYS DEPARTMENT OF STATE STAMP OF APPROVAL J 4880# ; ' GARAGE—FRONT �, � W J - o N 1 '-0' I w ° Z a c 34 Z7 c 0 rr1 af Li ¢ Li K c'FRONT Q--------------------------------------- �r r-------------------------------� 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 ` 1 BUILDING SYSTEMS 1ti FILED WITH THE STATE. L------------------------------- 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT O IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE h 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 11 14 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER I.L1 C V N0, M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN �11 MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO lAi 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 6• MAX ANCHOR BOLT SPACING: 6'-0' ❑•C• (4'-0" D.C. MAX IN AREAS WHERE WIND VEL❑CITY 1. FOR ADDITI❑N INFORMATI❑N SEE TYPICAL FOUNDATION DRAWING A15,16 OF THIS SET IS 2 OR EXCEEDS 100 MPH) 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' D.C. 7. WIND❑WS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PR❑VIDE 1/150 OF FLOOR 3• PIER FOOTINGS BASED UPON 2000 PSF ALLOWABLE S❑IL BEARING PRESSURE AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS P❑SSIBLE 4• CONCRETE COMPRESSIVE STRENGTH: P-500 PSI 8• NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION DWG. (�5• M OR S TYPE MORTAR TO BE USED A15/A16 A 11 J QN-15269/NY lil; Q U`) ❑VERTURNING CONNECTIONS MAIN HOUSE (n `COVER - F- if IST STORY MODULE TG 4860 LB USP STA014RJ 1/AND<N38)LNCRETE 16d SINKERS' ^ Li [�z, <[ FOUNDATION-LEFT I.IICATE 1.5'FROM CORNER F--V L-L �1 (3)7/8•BOLTS INTO STUD IST STORY MODULE ID O1 USP T07 INSTALLED ON COLUMN I 1 1/9'THREADED `, FOUNDATION-RIGHT 6332 LB (3)2.6 SPF 02 STUDS ROD V/8'MIN EMBED IN Z =0•MIN VIDE FOOTING ) REAR1/2•MIN.CONCRETE COVER IST STORY MODULE TO 1502 LB USP STAD14RJ AND(38)16d SINKERS, ~I O V'UUNDAIION-FRONT LOCATE I.5'FROM CORNER STRAP MFA DER 10.:PDX 1ST STORY MODULE TO STUDS L JACK STu05 TO FOUN''ION-REAR DEAD 'ICIUAD OF STO TRUCTURE W -y TLR .(2)USP LSTAIB M xo s+mr nA d UK IS OVCRTURNING LOAD IST 0 \, I Z �i F STRAP CACN OVERTURNING CONNECTIONS: GARAGE 1 Q Ev I :1-4 3/8' i0'-8 1/4' -1 5/8' a 9)-4 5/8- 5'-6 13/16' IST STORY MODULE TO 1/2'MIN.CONCRE IE COVER U J 1 3017 LIT USP STADI4RJ AND(78)16tl SINKERS, I--� FOUNDATION-RIGHT LOCATE 1.5'FROM CORNER ^' I IST STORY NODULE TO 1/2'MIN.CONCRETE COVER Z l V J y JSP • F-� USP IST STORY, -FRONT 4441 LB USP SIAD14RJ AND(78)16d SINKERS, LLJ • ,' n 1 STADI4RJ LOCATE 1.5'FROM CORNER C ST+V)I ULI I.. Il_JI�JI \ I ()USP IN ON J017/ - (3)2.6 SPF f2 TOP SPLICE LIMITATIONS: MAIN HOUSE �I y STUDS(6537/) MINIMUM SPLICE LAP WHERE SPLICES ARE ALLOWED=6•-0' Vi v _ STAGGERED SPACING OF 2CO ;I p DOUBLE 2SPL[�SPPNDE ROWS OF 0.131'x3'NAILS QWIT \ SIDEWALIST LLS 5928 LB ER STAGGERED`SPACING OF 2 T/J NAIL WITH0SPLICEST AND ROWS OF 0.131•x3'NAILS Q Z 4 7•MC. �. o I DOUBLE NO SPLICES TOP OCESLATE- 1-1 V �• LL v, IST FLOOR 11399 LB \Z• �' I ENDVALLS CL OWA 2.10 PERIMETER 9 „ [� RAIL IL-NO SPLICES J _ P y 0 DSP ID ON c TOP SPLICE LIMITATIONS: GARAGE Q O <3)2.6 121.. SPF 42 MINIMUM SPLICE LAP VHERE SPLICES ARE ALLOWED.6'-0' Q r.Co STUDS G9]. III _ STAGGERED SPACING OF 2 F— �u __ __ 8 III <uu Fu� W N SSCEVALLLS IB60 LB DOUBLE TM2SPLIC16 CEES PLAT ROWS OF 0.0131O C'NAILS Q ^, w s� __-_ —______ _-_--- IST FLOOR 2714 LB DOUBLE 2.6 TOP PLATE- Z U N I o N _ j 'Q^ ENDVALLS vp SPLICES _I I P1 •I ^moo L0 I SLIDING CONNECTIONS /--� y — co IROOF TO WALL LLJ H z 'I CONNECTION PLATE 264 PLF (3)0.131'.3'TOENAILS Z TOP PLATE TO STUDS I 192 PLF p.131'.3'NAILS IN END LLJ z QO 1 BOTTOM PLATE TO STUDS GRAIN(3 PER STUD) U N II BOTTOM PLATE TO FLOOR 144 PLF 0.131'x3'NAILS Q iv at Q I� SLIDING CONNECTIONS: MAiN HOUSE V) o = U J O IST STORY TO SILL PLATE F• H- C7 USP JSP USP 602 PLF 0.131'.3'TOENAILS Q 2'OC. I; CONNECTION-LEFT Q 44411STAD1 RJ 51AD14RJ 4.10 RJ V LL II' 4(4V •1411 4NI/ IST STORY TO SILL PLATE USP 723 PLF USP MP4F P 11'O.C. (12)Btl x 1 1/2'NAILS STADIIRI CONNECTION-RIGHT a H- U w (I)u TOT ON ``I N.IT IST STORY TO SILL PLATE 315 PLF 0.131'.3-TOENAILS Q 3-D.C. Q y (7)S Z. SPF.2II CONNECTION-FRONT,REAR )LID (65]24) I IST FLOOR ENOWALLQ 1� M E -TOP PLATETE TO G TOP PLA PLATE/CEILING Rig 3819 LB (7)USP MSTA7D STRAPS (22)IOtl NAILS EA STRAP J TO CEILING RIM ACROSS � O (U STADI/RJ I I IST FLOORLENOVALL ��• .NBO� III 5' 4'-5 3/16' 2'-6' 2•-6• NATCLINE-FLNE RIM TO 7819 LB -I USP MSTA30 STRAPS (22)lOd NAILS EA STRAP ' FLOOR RIM ACROSS MATELINE }, 34•-0• 14'-0' SLIDING CONNECTIONS: GARAGE m GARAGE-FRONT IST STORY TO SILL PLATE ~S 3 3 Y q 3 FRONT CONNECTOO -RIGHT 22B PLF D.131'x3'TOENAILS Q 5'OC. 7 3 !� d�.+�.. IST STORY TO SILL PLATE 892 PLF USP MP4F Q 9'G.C. (12)Bd.1 I/2'NAILS (�'1 v N`w CONNECTION-FRONT IST FLOOR ENDVALL {.+may MATELINE-TOP PLATE TO - `-+• )...� /Jwy `✓ TOP PLATE/CEILING RIM 1357 LB <U USP MSTA30 STRAPS (22))Od NAILS EA.STRAP y TO CE3LiNG RIM ACROSS ^_ cu N_ N N Cu Cv p ``N (� /lq,� MATELINE ¢( s 4, " < 1ST FLOOR ENDVALL in\ \ \ \ \ \ (� MATELINE-FLO13R RIM TO 1357 LB (1)USP MSTA30 STRAPS (22)IOd NAILS EA STRAP Q .N-� IJ7 N ^ Y e ,fi FLOOR RIM ACROSS MATELINE (� \ \ \ \ \ Q U-) LT 1 s/ ( t �( ON-SITE ROOF CONNECTIONS: MAIN HOUSE RIDGE CONNECTION 2]6 PLF USP STRAP-TIE LSTA15 Q '12)IBd NAILS J J <L Z Z iR��FF�A J�(•A.'.`• -y 32'O.C. 16 EA,END OF STRAP) ¢ ¢ 7 -y• USP STRAP-TIE LSTAIB Q (12)I0d NAILS w .�-( W J > 0 Q I p FLIP CONNECTION 236 PLF 32'O.C. (6 EA END OF STRAP) V J Q I] La_ d = 1\tJ c78826 �G� F � d •z-. a LL u = COLLAR TIE CONNECTION 319 LB U.131'.3'FACE NAILS 3 PER RAFTER co I� ¢ IY Lr 18,1'SCREWS TOED 4 PER STUD W ¢ lyl d 1 J KNEE WALL CONNECTION 715 LB OR �' (1)1.5'.20GA STRAP v/(7)0.131'x2.5-NAILS .UPLIFT CONNECTIONS EXTERIOR WALL: MAiN HOUSE USP STRUCTURAL CONNECTOR FRONT 245 PLF 72.0 C. O IST STORY CEILING LSTA12 V/(10)13d NAILS NYS DEPARTMENT OF STATE STAMP OF APPROVAL o BAND TO IST (S EACH ENO OF STRAP) REAR 245 PLF 32•D.C. 0 8/O 3/12 STORY I�V WALL STUD 7116.OSB/PLY OVERLAP LEFT 283 PLF 6'O.C. CDWlECTTpN 2 ROWS Di 0.131'.2.5-NAILS RIGHT 223 PLF 6•G.C. SHEAR WALL SPECS: 4'k. (5 EXTERIOR INTERIOR 7/FLOORS RIM JOOWE LAP FRONT 507 PLF 4'O.C. MAIN HOUSE IST STORY WALL 0.113'.2 1/2'NAILS NEAR 366 PLF 6'D.C. STUD IO FLOOR USE 2 ROWS OF NAILS IST STORY WALL-LEFT 7/16'OSS./0.131'.2.5- I BANG CONNECTION ALONG BOTTOM EDGE OF LEFT 584 PLF 3.O.C. 480 PLF NAILS 8 3'C.C.PANEL EDGE (� PANEL RIGHT 0 PLF 3.O.L. PERFORATED 112'L.C.FIELD NAILING ]/16'OSB/PLY OVERLAP FRONT 507 PLF 2'O.C. IST STORY WALL-FLIGHT 7/16'OSS./0.131'.25' SHEATHING CONNECTIONS FLOOR BAND TO FLOOR RIM JOIST 1 1/2' REAR 366 PLF ]•O.C. NAILS Q 2'O.C.PANEL EDGE SILL PLATE 0.11]'.2 1/2'NAILS SCGMENTED 715 PLF 112'C.C.FIELD NAILING MAIN R007 CONNECTION USE I ROV Di NAILS ALONG LEFT 504 PLC 2•G.C. (DBL STUDS 2 SHTG SEAMS) _ 0.131'.25'NAILS Q 6'OL. BOTTOM EDGE OF PANEL RIGHT 0 PLF 2'D.C. at EDGE NAILING AND ISt STORY WALL-FRONT 7/16.OSB./0.131'.2 5' ROOF SHEATHING 227 PLF 7/16'GSB(UNBLOCKED) 12'TIC FIELD NAILING �1 SHEAR UPLIFT CONNECTIONS EXTERIOR WALL: GARAGE 332 PLF NAILS 8 3'D.C.PANEL EDGE PERFORATED 112'O.C.FIELD NAILING OVERHANGS t' O O RARER TO CEILING JOIST (2)7/16'WSP GUSSET (4)7/16'.I.S•xI6GA STAPLES 6.O.C.EDGE I FIELD CONNECTION V/GUSSETS 236 PLF PLATES(1 EACH SIDE OF PER GUSSET TO RAFTER I RAFTER) PER GUSSET IO CLG JOIST 1ST STORY WALL-REAR T 7/16.OSB./0.131'.2.5' 0.131'.2.5'NAILS 8 6'DC. CEILING JOIST TO WALL 125'.20GA STEEL SCRAP Q ())IOtl NAILS IN CEILING 238 PLF NAILS 8 4'DC.PANEL EDGE WALL SHEATHING 65 PLF STUD CONNECTION 236 PLF 32'OZ. JOIST AND IN WALL STUD PERFORATED 112'O.C.FIELD NAILING NON SHEAR WALL SUCTION 7/16'OSB PANEL EDGE NAILING AND 12'O.C.FIELD MAILING 7/16-OSB/PLY OVERLAP FRONT 168 PLF 6•am SHEAR WALL SPECS: IST STORY WALL FLGDR RIM JOIST 6' RIGHT 409 PLF 5.O.C. EXTERIOR INTERIOR p.l<B•x]'NAILS Q 6.O.C. STUD i0 FLOOR USE N3�ROWS2 OF NAILS GARAGE ROGR SHEATHING 1SHEARF 3/4'DSB(UNBLOCKED) PANEL EDGE NAILING AND DAN0 CONNECTION 12.O.C.FIELD NAILING ALONG BOTTOM EDGE OF 1ST STORY WALL-RIGHT 7/16.OSB./0.131'.2.5• PANEL 265 PLF NAILS Q 4'O.L.PANEL EDGE 7/16'OSB/PLY OVERLAP FRONT 168 PLF 3'O.C. PERFORATED 112•D.C.FIELD NAILING FLOOR BAND TO FLOOR RIM JOIST 1 1/2' RIGHT 409 PLF 2•O.C. BUILD UP COLUMN CONNECTIONS SILL PLATE D.113'.2 12'NAILS 1ST STORY WALL-FRONT 7/16'OSB./0.131'.2.5' CONNECTION USE 1 ROW OF NAILS ALONG 555 PLF NAILS Q 3-O.C.PANEL EDGE CONNECTION MADE WITH 0.131'.3'NAILS BOTTOM EOGE OF PANEL SEGMENTED 112.OZ.FIELD NAILING RCOUIRED SPACING FDR TWO ROWS OF NAILS STAGGERED=7.OC. A1A0 UN-15269/NY L J o" R) [� ) REAR 34•-0• I1'-II 13/16• 2'-10 5/8' 2-10 5/0• Q O Q 1 z Y (Fw-s". LSiAIBL0922"'IM USP t$iAIB I (7j USP ISiAIB R20 S110TI'lqqOY WALL SNOSI toy1,WAIL STLDS O H� O 4092/ R I i744�00R T 1 Li Z Ca (I)USP I15150 I'ASIEN FLOOR RIMS TOGETHER Y VJ (IJ'uSP t0 IST STORY WI /TH!B'x6'IAGS 0 24'O.C.OR ¢ N ��.,,RS150 STRAP 111ApIR 11311 STRAP NTNIIOW 57e1 I/Y THRU BOLTS 0 SE O.C. I--I _ I-A? w Co • ---------- -------------------------------- U v c� oa o ri Z. ❑VERTURNING CONNECTIONS: MAIN HOUSE Q V ( ) END STORY MODULE TO IST I— ~S i___i________________- S J ('1 /1^ STDRY MODULE-LEFT 1131 LB (1)USP STRAP TIE RS150 (20)IOtl NAILS EACH STRAP r^ LLJ j. 2N0 STORY 101DULE TO ISl z ----------------- LLJ N N H 7it _ 241 LB (1)USP STRAP TIE RSISO (29)10d NAILS EACH STRAP_ � 1'-------- STORY MODULE-RIGHT� I 1 I END STORY MODULE TO IST LEAD LOAD CF STRUCTURE R.I uOK ISSUFFICIENT TO RESIST 0 / 1N STORY MODULE-FRONT OVERTURNING LOAD U -n r END STORY MODULE TO IST .�-I (") -1 STORY MODULE-REAR 527 LB (1)USP STRAP TIE RS750 (28)IOtl NAILS EACH STRAP Q L�.l z V z > P ---J �I TOP SPLICE LIMITATIONS: MA[N HOUSE W z U O MINIMUM SPLICE LAP WHERE SPLICES ARE ALLOWED-6'-0• N END FLOOR DOUBLE 2.6 TIP PLATE- STAGGERED SPACING OF 2 �- Q Y NG Q O1 j�• 2263 LB ROWS OF 0131'x3'NAILS P O SIDEVALLS WITH SPLICES AND �T- S1 �p ENO FLOOR 6232 L8 DOUBLE 2x6 TOP PLATE- �L Q IS1so SAP ENDWALLS NO SPLICES W 17N� IE SLIDING CONNECTIONS U Q V) p N ROOF To ALL P CON ECTiON LATE 264 PLF 1.1 0.L31'x3'TOENAILS Q (1)LSP • TOP PLATE TO STUDS L 1131'x3'NAILS IN END O cu RS150 STRAP 5'-0 13/16' _ 5'-11 5/R' R'-7 5/8' 7S'-B 13/I6' �,/' BOTTOM PLATE TO STUDS 192 PLF GRAIN(3 PER STUD) '� Z BOTTOM PLATE TO FLQIR 144 PLF 0.131'x7'NAILS 0 TO-G.r 41 34'-0' . �/♦�( 2LDIDIING STORY FLCCOONN TO CONNECTIONS- MAIN HOUSE 1 T I FRONT I ,/� �� � • STORY CEILING L CEILING i xx_`) {� AIS PLC O.l3l•x3'TOENAILS B Y Z. H F- D: F 0- S/ N1."^ ?q(y TO TOP PLATE-LEFT L •,2 q .. J/ RIGHT I 2Hp STpR TO IST STORY ____________________________________________ ONNECTID -FRONT REAR 2 P x T NAL 0� �� fi ?�.F, Nam( C H 22 LF 0.131 3• OE 1 S 5.D.C. 3 3 Y o 3 q F"' ;' 'tea}da:]4 ..w• END FLOOR ENDVALL Q MATELINE-TOP PLATE TO ,✓� r{7 1w TOP PLATE/CEILING RIM 1869 LB (2)USP MSTA30 STRAPS (22)10d NAILS EA STRAP �_y x,i 9'1 i 70 CEILING RIM ACROSS MATELINE [� .N+ 'ND FLOOR ENDVALL [�jp MATELIE-FLOOR RIM TO I869 LB (2)USP MSTA30 STRAPS (22>10d NAILS EA STRAP (U O In U7 j rt. FLOOR RIM ACROSS MATELINE q N \ \ N CO \ ( N �. ON-SITE ROOF CONNECTIONS: MAIN HOUSE J RIDGE CCMECTION 322 PLF USP STRAP-TIE LSTA15 0 (12)IOd NAILS J Q 07 32'G.C. (6 EA ENO Di'STRAP) J ¢ ¢ > FLIP CONNECTION 322 PLF USP STRAP-TIE LSTA15 0 A. NAILS ¢ J z O a Q c 32'aC. t6 EA END DT'STRAP) E_ W U G 0 8/0 3/12 COLLAR TIE CONNECTION 430 LB 0.131-.3-FACE NAILS 4 PER RAFTER ; LL d > ¢ LL. r 30x4'SCREWS TOED 5 PER STUD LJ ¢ W D r KNEE WALL CONNECTION 470 LB GR Q, 1i' W a- a (D 1.5'x2CGA STRAP ./(>)D.I7l'x2.5•NAILS NYS DEPARTMENT OF STATE STAMP OF APPROVAL ; ca m SHEATHING CONNEC(IONS MAIN ROOF W O 0.ANEL.E NAILS 0 6.O.L. O Zs U CONNECTIONS EXTERIOR WALL: MAIN HOUSE SHEAR WALL SPECS 227 PLF PANEL EDGE NAILING AND EXTERIOR INTERIOR ROOF SHEATHING 7/16'USTI(UNBLOCKED) 12•D.C.FIELD NAILING �� V /I6'xl I/2'.16 GA STAPLES MAIN HOUSE THEAR RAFTER TD CEILING JOIST t2)7/16•VSP GUSSET (6 PER GUSSET TO RAFTER OVERHANGS r, CONNECTION./GUSSETS 322 PLF PLATES(U EA SIDE OF AND PER GUSSET TO CEILING Z_ RAFTER 2N➢STORY WALL-LEFT 7/Ib'OSB./0.171'x2.5' 6'O.C.EDGE L FIELD ` JOIST) 259 PLF NAILS 0 6'O.C.PANEL EDGE �Q CEILING JOIST TO 2N➢ 1.25•x2pGA STEEL STRAP 2 C])IOtl NAILS IN CEILING PERFORATED L 12'O.C.FIELD NAILING 0.131'x2.5'NAILS 0 6.O.C. STORY WALL STUD 322 PLF 32.EEL JOIST AND IN WALL STUD WALL SHEATHING 65 PLF CONNECTION NUN SHEAR WALL SUCTION 7/16.OSB PANEL EDGE NAILING AND USP STRUCTURAL CONNECTOR FRONT 322 PLFN0 STORY WALL-FLIGHT 7/16.OSB./0.131'.2.5- 12'O.C.FIELD NAILING 6'D.C.O2N0 STORY WALL LSTAI2 V/ D S NAILS 223 PLF NAILS P 6'O.C.PANEL EDGE STUD i0 2N0 IS EACH ENO OF STRAP) REAR 322 PLF 16.O.C. PERFDRA fEO L 12'0.C.FIELD NAILING STORY FLOOR BAND FLOOR SHEATHING 188 PLF PANE x3'NAILS 0 6.O.C. CONNECTION R13W Or 0PLY OVERLAP LEFT 223 PLF 61 D.C. EATHING SHEAR 3/4.OSB(UNBLOCKED) PANEL EDGE NAILING AND 2 ROWS O<Ol7l'x2.4•NAILS 2N0 STORY WALL-FRONT 7/16.OSB./0.131•x2.5• 12.O.C.FIELD NAILING RIGHT 223 PLF 6.O.L. 135 PLF NAILS 0 6'O.C.PANEL EDGE USP STRUCTURAL CONNECTOR FRONT 245 PLF 32'D.C. PERFORATED L 12.O.C.FIELD NAILING 2N0 STORY FLOOR LSTA12 V/(ID) S NAILS BAN D TO IST (5 EACH END OF STRAPI REAR 245 PLC 32'DC. STORY CEILING 2N0 STORY WALL-REAR 7/16.OSB./a131•x2.5• BUILD UP COLUMN CONNECTIONS DAND CONNECTION 2 7/16'OPLY OVERLAP LEFT 283 PLF S.O.C. ROWS OFF 0 1]1'x2.5'NAILS PERFDRA fEO 169 PLF yAII P 6•M.PANEL EDGE CONNECTION MADE ViIM 0.131'x3'NAILS RIGHT 223 PLF 6'D.C. 6 1 12'aC.FIELD NAILING REQUIRED SPACING FOR TV13 ROWS OF NAILS STAGGERED-7.O.C. I r- A1_ 111 ON-15269/NY C D U (t; V) > H ED ry z _�C U V' O � = LJ Q Y � H , 0. 'NIF141 z ( 3 Qs t311 l 0 `fl o coy` . , q t\ CC) Lu 150# �L CQ O u c') z U I +p 08/03/12 U U fA � #� 246# Q W z v RAFTER DESIGN AND CONNECTIONS HAVE BEEN z EXTRACTED FROM APPROVED PLANS AND CALCULATIONS w z a I N 2-12d 616# ON FILE WITH THE STATE. 2x6 SPF 42 Q � = o 1 8'-3 3/16' r LLJ U �O (B) lOd NAILS WITH 80% ADHESSIVE COVERAGE 12 �9 0 N a- Cu ff, 4 249# O n o i AAA - N ID x. v ai m O N m Ln cd cl, co (2) #lOx3' TOE Ln cu SCREWS @ KNEE 2' ❑F SHEATHING BOTH SIDE NYS DEPARTMENT OF STATE STAMP OF APPROVAL WALL LOCATIONS ¢ z WITH Bd NAILS @ 3' D.C. � ¢ > 14'-6' W w > > 1/2'0 7'-3' 7'-3' 249# Q w a z o a = cJ BOLT � ; a > ¢ a = LLJx -(3) lOd TOE-NAILED 2x10 SPF 42 _____I rr ` 10' 12 ) 169a STAPLES = i' Rv=1275# o ROWS Z I v 4 WS / 5 COLUMNS Ru=-270#I \° Ru=-1112# 2' APART BOTH SIDES 13'-8 1/2' Rv=880# 13'-8 1/2' Y W/ 807 ADHESIVE COVERAGE 27'-6' 01 s� (S�,�Na, moo LOADING 1. WIND ASCE 7-05 140 MPH; H=30'; BRACING TCLL=3.6PSF; BCDL=2.4PSF CATEGORY II; EXP. C; TOP CHORD: STRUCTURAL WOOD SHEATHING i SPACING 16' o.c. MWFRS GABLE END ZONE AND C-C EXTERIOR (2) ZONE BOTTOM CHORD: RIGID CEILING BOARD DIRECTLY APPLIED TC L.L. 25 sF 2.TCLL: ASCE 7-05 = 25PSF (GROUND SNOW) C ■P COLLAR TIES: 2x4 LONGITUDINAL AT MID POINT WITH (2) TC D.L. 7 psF CATEGORY 11, EXP. C; ICLL IBC 1607.11.2 12d NAILS OR RIGID CEILING BOARD DIRECTLY APPLIED BC L.L. 30 sfi .I.ROOF DESIGN SNOW LOAD HAS BEEN REDUCED FOR SLOPE 4.UNBALANCED SNOW LOADS HAVE BEEN CONSIDERED A 1 1 2 BC D.L. 7 psF 5. MIS TRUSS HAS BEEN DESIGNED FOR IBC 1605.3 LOAD COMBINATIONS QN-15269/NY F— � w U� r� Q� cu H o Z Y = U (U W R Q a w \ z cc) 3 N ' cz `D G Q yf CON 1 ,CON 1 A z -; CON. o z CON 2 U in r Q IJ Z j 2x6 SPF R2 W > p Z = z U o d i -- CON 3Q + � U Cu " 12 �tj� lE. / � Q Q Q =) o U CON 4A �12 C .,J N c7z� ` � '-� o cr �v iAil ��'�;� -�i� 1,11 � o $� U 0-i tiR'� ° m Itn d. QQ SQL :o A +� N 08/03/12 w N c R CON 5A/ N Q'5 f1 N o \ m N \ Q' If7 - 10'-0'8'-01 NYS DEPARTMENT OF STATE STAMP OF APPROVAL J J ¢ j — J Q L CON 48 2x10 SYP #1 2x10 SPF 42 i � W a & `` L CON 5B --- cn a L � > - CON 5C W ¢ 0 w CL 13-8 112' 7'-8 1/2' r ` IN V al•-6• �o Rv=728 Ru=-314 Rv=441 Rv=611 Rv=427 y� 31 Ru=-314 h h �VZ O LOADING 1. WIND ASCE 7-05 140 MPH; H=30'; BRACING TCLL=3.6PSFI BCDL=2.4PSF CATEGORY II; EXP. C; TOP CHORD: STRUCTURAL WOOD SHEATHING SPACING 16' o.c. MWFRS GABLE END ZONE AND C-C EXTERIOR (2) ZONE BOTTOM CHORD: RIGID CEILING BOARD DIRECTLY APPLIED TC L.L. 42 psF 2.TCLL: ASCE 7-05 = 25PSF (GROUND SNOW) COLLAR TIES: 2x4 LONGITUDINAL AT MID POINT WITH (2) TC D.L. CATEGORY IT, EXP. C; TCLL: IBC 1607,11.2 i2d NAILS OR RIGID CEILING BOARD DIRECTLY APPLIED BC L.L. 30 psF .3•ROOF DESIGN SNOW LOAD HAS BEEN REDUCED FOR SLOPE /� 1 BC D.L. 7 p sf 4.UNBALANCED SNOW LOADS HAVE BEEN CONSIDERED 5.THIS TRUSS HAS BEEN DESIGNED FOR IBC 1605.3 LOAD COMBINATIONS QN-15269/NY Z < a o0 s `O cu USP LSTA75 USP LSTA15 ~ N OR EQUIVALENT .131"x3"NAILS OR EQUIVALENT .131'k3"NAILS U < 32"O.C. (818"O.C. .131'k3"NAILS (3).131"x3"NAILS (818"O.C. H � Z �V Ld ®8"O.C. A z 0 13 2 U U O = � W U (Y) LL. I� 00 Q Z (U Q� � � o A DETAIL 1 JI u DETAIL 1A DETAIL 2A \ ( (RIDGE BOARD TO RIDGE BOARD) DETAIL 2 ON SITE (RIDGE BOARD TO RAFTER TOP CHORD) (CONNECTION ACROSS FLIP JOINT) (FLIP STRINGER TO TOP CHORD) z V �vC1 as y (3).131"x3"NAILS Df y q 2 USP LTW12 (4)1.5"x16 GA (6).131'W"NAI OR EQUIVALENT STAPLES EACH SIDE (� _ FROM GUSSET TO 7/18"OSB GUSSET Z U RAFTER AND GUSSET TO (1)EACH SIDE CEILING JOIST OF RAFTER u (U> W 1.5"X20GA STRAP V (n N W/(7)0.131"X2.5" NAILS EACH END } A ILL].� v Z — — W IX uLLI N f z =3 F—LA— DETAIL 3 4 ~¢rn o N (COLLAR TIE TO TOP CHORD) DETAIL 4A N ry DETAIL 46 DETAIL 5A c a(KNEE WALL TO RAFTER) (KNEE WALL TO BOTTOM CHORD) (RAFTER TO CEILING JOIST) 94 a USP RT7A OR k A (3).131"4"NAILS EQUIVALENT i A � v �ipliLf tab In dy "; tgt J J t7 z J J Z M W 0 ng K:lt^ ,:3,'.k`� �1�l, Cam! � � J¢ `" ¢ U DETAIL 5B DETAIL 5C rn w (CEILING JOIST TO WALL) (RAFTER TO RAIL) IL �`(j� � 825p 08/03/12 ki Qg C QN-IL269/NY � v ci) ?cu W n ; a � Q Z Y _ ( ) IJJ = Z Q�f m Y ID O C i� W H co _ DOUBLE 2x8 SPF 42 Z Rj a w RAFTER EACH SIDE OF DORMER OPENINGco c V I� 10-10 9/16' cn 9-2 1/8' Z 1 1'-4' 1'-4' 1'-4' 1-3 1/4' 6' 54 I— Zo a L) a- 12 cn x p�p USP RT7A FROM DORMER J RAFTER TO SIDE WALL (n 2 -------- ----------------- - x4 SPF 42 Z L- 0 w Ln I ; FASTEN RAFTER PLIES } f I III T❑GETHER w/ (3) ROWS OF ~ I 0.131' x 3' NAILS 12' D.C. > Z j I STAGGERED Y �. W rz r Z = v�5i •Y Y Z u N � d'Q' Ea' J 0Xq E q �A w c2. of i III /} \ {yc4' �. (� S (--) J r R o� W �� :I III Zr �ng3 Q Q H C7 caL7 w= �xo¢ O ka9: W p U o z w Q 3 w FASTEN PLATE TO r� :� T a x w 173 EACH WALL STUD w/ �'•-V 0 0 =`Y� (2) 0.131'x3' rt1 Sri%?r q iv o III arse O 3 CD f o 0 o v u TGENAiLS I I I I rlp Z cu FASTEN RAFTER TO � $IAG� !�` cp k w w d o PLATE w/ (2) i S. p1i _¢ � z w J 0.131'x3' TOENAILS Q ti=Ll a '-F a FASTEN RAFTER T❑ III III J 0 w z DBL FLOOR JOIST UNDER � 3 3 Y ra 3 ca of <o• PERIMETER w/ USP RT7A III — — III EACH DORMER SIDE WALL IV U H 1 08/03/12 0 o u' 5'-0' 1'-6' v u� 13'-8 1/2' 4'-9' (STUD TO STUD) NYS DEPARTMENT OF STATE STAMP OF APPROVAL 4'-Il 1/2' (OPENING IN F) J J Q > _� J _ Q Z �. Q J � Z Iy Q L _ FASTEN BOTTOM PLATE T❑ � a a DOUBLE FLOOR JOIST w/ ° w ¢ w a i8x3' SCREWS L 8' O.C. ccrz o (2) USP RS150 STRAPS FROM �v TRIPLE RAFTER TO SECOND �q STORY SUPPORT STUDS O �g� O A1 , 14 Q'N-152 69/NY .o L_-J 2 CC'LI Q wu� z Y v = U -7 = LLJ v U � c oc) Q Q z V /1 DOUBLE 2x8 SPF it2 Z (U RAFTER EACH SIDE OF DORMER OPENING Q N 03 8'-0 1/16' �,c -, 6'-10 1/16' Z 1' 4' V-4' l'-4' 1'-3 1/4' 6' F- �Zo e vLi U �v W v d (2) USP MPA1 FROM DORMER x 9 _USP RT7A FROM DORMER ♦— _ HEADER TO DORMER-GIRDER °J Spy - RAFTER TO SIDE WALL (n Li _ _ 2x4 SPF 112 � Z L COLLAR TIE JTO2DORMEREHEADEER III I III FASTEN RAFTER PLIES O TOGETHER w/ (3) ROWS OF Q II ;II r e LJ Z .. 0131' x 3' NAILS 2 12' O.C. _ STAGGERED LZ � p Z (2) 1 1/2' x 7 1/4' ML Q Z , O ! FASTEN DORMER HEADER PLIES � �L�/ t � = U Y Z TOGETHER w/ (2) ROWS 0.131' x I l li l l 1 " o 0 oj 3' NAILS 2 12' O.C. STAGGERED III III Q F- LLJ p FASTEN PLATE TO OUS t i Lu V) Z EACH WALL STUD w/ �� y T Q N TOENAILS I I II III SSA p o II III 8625 a Z FASTEN RAFTER TO ti rb PLATE w/ (2) 0.131'x3' TOENAILS FASTEN RAFTER TO III _ _ III Z 3 3 PERIMETER w/ USP RT7A III III DEL FLOOR JOIST UNDER 3 DI: Y ca 3 a EACH DORMER SIDE WALL 08/03/12 O ` i .-. (u N N F I 4'-3' i'-0' ¢ � N CS 'n N � O cil L I v If7 I 7'-8 1/2' 4'-9' (STUD TO STUD) NYS DEPARTMENT OF STATE STAMP OF APPROVAL J Lo 4'-11 1/2' (OPENING IN F) ¢ ¢ j z f J Z F w a Z U G=:FASTEN BOTTOM PLATE T❑ a-w c DOUBLE FLOOR JOIST w/ � B9x3' SCREWS a B' O.C. w o� o (2) USP RS150 STRAPS FROM �V TRIPLE RAFTER TO SECOND STORY SUPPORT STUDS N 0 �yw h 0 A111 QN-15269/NY u13 �t5 2 R•9 Z Y � = U LLJ Q HT > I (� Uco ?w, z aj 0 u� Q co W a1 Z c— H 1ty U SOU Rc- - � 3 Z C- o 0i L.1 u In r �� w z Z > LLI F7 Y Y (4 U -J Q F O LLl V S H LL N Ct FASTEN RAIL TO EACH PORCH q 3 RAFTER w/(4) 0.131'x3' NAILS Z a (li m rn FASTEN RAIL TO EACH WALL 1/2' PLYWD GUSSET >. STUD w/(3) 0.131'x3' NAILS, W/(5) .131'xl.5' NAILS TO m TOED OR FACE NAILED RAFTER & (5) .131'x1.5' 0 3 3 k ! NAILS TO KNEE WALL 3 3 Y a 3 a 1/2' PLYWD GUSSET N F� q W/(5) .131'xl.5' NAILS TO , - RAFTER & (5) .131'xl.5' 4IS, SILL/& NAILS TO CEILING JOIST 2x >� � W MIN. 2xG RAILS 9 3 m - x SpF �rcu i� NYS DEPARTMENT OF STATE STAMP OF APPROVAL 2x4 SPF 42 tVk _,;,,re p (. I-U f J ¢ ; f` SJ W j 6'-6 1/2' eii rt V J � ¢ > ;!S. 5`11 1/2' f 10" Kt " FASTEN LEDGER To EACH t (1gfs�5fl N ( d ? a U r, w � RAFTER w/(4) 0.131'x3' NAILS, MIN 2x6 LEDGER ""'� �' a > w d w (3) 2x10 SYP42 Cif' w aLi FASTEN LEDGER TO S ly- CLG PERIMETER w/ ,131'x3' USE USP RT7 FROM CLG JOIST TO HEADER o �J NAILS a 3" D.C. o 08/03/12 RAFTERS a 16' ❑.C, �N ^ �� Iq NCo C A1 � 1A CAN-15269/NY u� FASTEN VALLEY PLATE TO MAIN ROOF W/ Z (3)#8x3"SCREWS THRU PLATE TO EACH Lj C',J CIOw ,� INTERSECTING MAIN ROOF RAFTER Q _ �, o � FASTEN EACH VALLEY RAFTER TO Z u PLATE W/(3)#8x3"TOE SCREWS o Y 1 '-4 11/16' O 4'-9 1/2' -'-7 3/16' z E:� : w 10' 1'-3 1/4' V-4' 1'- 1/4' 1'-4' V-4' ly la 31° Q Q � wr�a 4 0 z 12 a ;, --- -- �9 00 a �Zo 0 0 sA� USE USP RT7A ' o FROM RAFTER i TO CLG I z --- --- oLuw 1 j U U-) r cn � ?x10 SPF 42 2x10 SPF 42 Q LW z 10' _ W cl, Z u 0 2 N Z Q z (� Tu -i Q E- I— � O � (U ►�� � ♦— ll of I 14 1 i �lfi Ct� I ~ N ucu . C 1f7 N o U7 i 08/03/12 N \ QLn NYS DEPARTMENT OF STATE STAMP OF APPROVAL E J J Z { cy E W > o U =,ff o- re 3-11 1/2' oZ V h O A1 , 17 I , DPTIOJAL 6-1:-PEn 'SPACE RESERVED FDR THE STATE STAMP OF APPROVAL' ' OPTIONAL CLIPPED Jill OPTIWIAL CLIPPED OPTIONAL "LISPED GABLE UP.:PPED COP)EP ILMPMES lal GABLE OR HIPPED CORNER v GABLC OP HIPPED FGRNCP GABLE OR HIPPED COR 15 2.5.121NI11I IU Ii,I20AX, 631 2.5/12tHII0 To 12/12t1AY) I..J 1121 2.5/121111N) 10 12112'NA%i 2.5�T2(HIN+ TO I12/12( 1121 (7 THIS SECIUXI OF P.Mr / �3 OPTIONAL SIDDIG GIISITE ` INSTALLED 131-SITE l IBIS LEVEL IA'/ OPTIONAL NIP POOH BY OTHERS OPTIONAL HIP ROW 1' �BE ROTATED 91f E CLG �p .41 CLG 4 T 13® 3 13 0 b a s �1 j o o rLR rLR. o rLP r _ LOVER -I IfLEVEL j. THESE LEVELS U IDI Io 1i31 1.4J ?) C i�, IJ CJ j 19 U L HAY BE P.[VERSED RANCH SPLIT LEVEL S�AGGERCD FIRE-RAZED GABLE AL CLIPPED BERTHING REQUIRED STAGGERED FIRE-RATED ABLE OR HIPPED CORNER F@)CII! SPREAD GPTIWAL CLIPPED OPTIONAL HIPPED,CLIPPED ATNING REGUIRED 2'J/12(MRN TO 12/12(HA%• 5) Cam' R�OUIP,CMEND -ANG EACH GABLE GF HIPPED CORIXP GABLE�HIPPED l,12CORNER FLMC SPPEAD OPTIONAL CLIPPED--, S10E PER DWELLING UNIT 2.5/12 tMUl>TO(2/12(NA%J d3/I2 HIW TO 12/12 SMALI REWiRENFNiS-4'-R'EACH GABLE OR OPTIONAL NIP ROGT -. - 23111201114)HIPPED COMIERTO 12 12(HA%1 :g r NO<PENE,----MIS AT — AREA 12 1. t 110 SPENNETot R TIQNS AT THI`O AREA,I 1 HODMES CAN SE SPLIT (5 I Y —AT THIS SEPARATIGH LENANf SEPARATION WALL oPi11nAL HIP R07 INSIDE SLOPE OF RO¢ TENANT �pAR�T WALL CE rIRC UV.DETAILS CON7.III�IDC LOPE Or RODS PGS.MI THRU A43 SEE FIRE SEP.RETAILS PGS A41 THRU M3 I I CLIS I I I 1 I I I , 1 , I KR 0 I 1 • 2..1 FLP � 1 o I I I , I . LANDING ` i 3 CLG i 3 1 . I I o 0 0 I FsI IBI 14 41 1,21 Ill1 w 00 1 RI-LEVEL GENERAL NOTE: PGS. A2 & A3 ? �____` _____ __ ' M-�• �'- � I. SIDING SHOWN IS 4'I OTHER SIDING IS AVAILABLE; OPTIONAL VIIJYL-PERFECTION t Ist FLR ' '��"` a_ •••••'� SHINGLES. HALF POUND SHINGLES, RANDOM HAND SPLIT ;HAKEZ + i ..'�.+:�+:�•'.:r+ •' 2 EXTERIOR LIGHT (OR LIGHTS) TO BE SHIPPED LOOSE FOR DIJ SITE INSTALLATION BY 1 ��`���•�� BUILDER TO PREWIRED BOX OR PIG-TAIL'PULLWIPE:'.'l REQUIRED PEP DOOR'• r 691 I'-�1 Itt II ND1 I 1 3. SIDING FOR ENDS AND BOTTOM ROW IS '_HIPPED LOOSE FOP ON SITE J - i____________________J INSTALLATION CI BUILDER TWO S ORY ❑P TWO `:T❑PY DUPLEY 4. HANDRAILS. ?TOOPS, STAIRS. GUTTERS. DOWN.'SPOUTS, AND °PLA;H BLOCK_ ARE . FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE 6 LOCAL CCIDE: Igl ENGIRCER= THIRD PARTY, 5. ALL ELEVATIONS ARE SHOWN WITH A 5/12 P.DOr PITCH. SEE ROOF SYSTEM! � TEIIANT SEPARATION SLOPE OF AK r SABLE AI CLIPPED 191 I121 -`COAT:IR91SE.SET LS RG11F 1121 DETAIL.. FOR OTHER AVAILABLE ROOFS GABLE OP HIP CGRttP SEE FIRE SEP,DETAILS PGS MI THRU A43 GPTIIaAL CLIPPED 6. SHUTTERS, CROSS HEADS. DECORATIVE WINDOW PAIIELS. FYPON PRODUCTS. AHD SCENTS 25/12(Mlll) 10 12112(HA%) � � GABLE IIR HIP CORNER ARE OPTIONAL ON ALL MODEL° f� f� 2.5/124HRG to 12/0HA%) 7. STORM DRAIN REQUIRED WHEN ONE ROOF PITCHES TOWARD AIJ13THEP OPTIONAL NIP Poor S�OF NEW ON SITE BY BUILDER) q�ape •8. BASEMENT WINDOWS ARE OPTIONAL FOP ON SITE INSTALLATION BY BUILDER WITH MINIMAL SIZE REQUIREMENTS AS PER LOCAL GOVERNING, CODES 9. ROOFS DESIGNED AT 25. 40, 60. eo. OR 100 PSF LIVE LOAD AS PER LOCATION OF HOME l0. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLANT GRILLES ARE OPTIONAL) SIZES, TYPES ANU STYLES MAY VARY ( SEE PGS. A47 - A48 It. MASONRY VENEER. OR 13THEP FOUNDATION FACING FURNISHED INSTALLED ON SITE BY BUILDER CLG Gt Jz4J tt 12. TERMINATION HEIGHT Or HEIAL CHIMNEY'" '-0 WILL BE Al A 14111. 3 ' ABOVI; THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A MIN. OF 2'-I)' HIGHER THAN ANY PORTIDII OF A BUILDING WITHIII 10'-0' (CHIMNEYS TO BE _ INSTALLED ON SITE BY BUILDER/ 113. IN ATTIC 6 ENCLOSED RAFTER.SPACES, THE MINIMUM 4ENTILATING AREA SHALL BE m 1/150 Or THE AREA OF ;PACE VENTILATED. EXCEPT IT MAY BE REDUCED TO 1/30U O O 00 IF AT LEAST 507 OF THE REQUIRED VENTILATING AREA IS • PROVIDED BY VENTS o T//A'PSAA'OF AT LEAST 3'-0' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF REQUIRED 7 � PERFdCT/ON VEPJTILATIO14 PROVIDED BY EAVE OR CORNICE VENT' 6 1 ./ PE:ZY 14, WHEN A TWO STORY UNIT 1S ADJACENT TO A SINGLE SIUPT UNIT a.e- TWO STOPY 1, J Hi�/ �,5, INS: MODEL WITH ATTACHED GARArE) THE SPACIIIG OF THE TRUSS / RAFTER. Or THE SINGLE FLP STORY UNIT SHALL DE :PACED TD SUPPORT ADUli1DIJAL "NOW LOAD FROM DRIFTING VHEPE z 717Z ROUT&SZZ, MJ'DOL6BORr,PA F7642 THE TWO UNITS MEET.E EX a, TFLI CALCULATED PER A S C JDING AWAY FROM THE TWO STOP.Y UtIIT A DISTANCE 'W'. _ (670}637-2333 FAX(670)827-0290 0T , 15. EXTERIOR. GFI RECEPTACLE WEATHER PROOFED SEE STATE (.ODE FOR LOCATIONS REUUIPEMEIII l6. ELEVATIONS SHOWN APE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE '7IMILAP L61 11e1 I+I (yl l?1 17. PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLAN , SEE PG. 448 1, D1-IPCEX TYPICAL ELEVATIONS 18. ALL DRAIN AISD WASTE VENTS SHALL TERMINATE A H114. OF 18' ABOVE THE P.00r OR 6' ABOVE BY, DALE= REV.. 14) THE ANTICIPATED SNOW ACCUMULATION. WHICHEVER. IS UPEATEP. I SHOWN A( RdMVH.ALTO AVAILABLE IN Bl-LEVEL.SPLIT LEVEL.AHD IVO STONY NOEL!: ORP DWP'KUS 11 22 10 A 2 1 19. ALL DOOR TYPES CHOWN APr. OPTIIINAI :. ISI •• ' a'>' 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' fill t61 -----1 IiB1 OMID+4 lei i B ------------i �J ''------------ n CLG �AJ I 71 _7/� 6 i 1 I 1 1 CLG � I 1 1 • 1 7 SCE INDIVIDUAL F PLANS Q FOP ACTUAL G.SL.IAND WIND 1 I 2 ZONE REFER TO CALCS.MANUAL 1 • t 1 h FOR ACTUAL HAMM CANTILCVEP i = FLR ` SEE PG.A90 FOP CALLS.TNDES L- s 1 o I F _ -r N c� rJ I� "L----------- LAHu1Hc rA[ u�' ) I i�• REAR ELEV. • 1 19 13 a �~fI'rlO�l�:.,'�c TWO STORY.TWO STORY DUPLEX.OR .. V SUITABLE GRADE BI-LE •/EL ie CAPE v1n1 rw ;•JED DORM OPTTDNAL CLIPPED kAl'dCH/DUPLEX Cil OPTIONAL CLIPPED •"�:, - GABLE OR HIP CORNED GABLE OR HIP CORNEP L5/12tMINr TO 12/l2(WItU 9 L!IM2tNIN/TO 12/12(HAXa �jl "'f�rJ CAI 3 7 THIS LEVEL HAT T HIP ROOF BE PDTATEO 9D• CLG y II II � 11 . 11 � 11 ' n n u F - p 1 III I I ETA CLG 11 � R 14) 1 l II 1 I II 1 1 II -� II �zJ 1�T..z JI�T T V 1 / n � I l6J ul 11 FLR 1 FLP II 1 I 11 SEE IIIDIVIDUAL FLGTN PLANS-"'I I r'V TWO STORY OR TWO STORY DUPLEX (OPT. 3 BOX WIDE UNITS) r!J I 1,61 II FOR ACTUAL G.SJ_AND WIND SPLIT LEVEL �E RCFCR TO GALE: MANUAL a SEEFOR ACPS ASO FOR CAL rt INDLY GAID-EOPTIO AL CLIPPED GAQiE DR HIP CORlEP L3/12(MIHr TO 12/12(HAXi 021 UPTIOHAL CLIPPC4 GABLE2.3tHJM)TONI 2(MA* C GABLE all HI C LI /2 ORNEP OPTIONAL NIP RMr C9 t 1 2.5/12tHO0 TO 12/2tHgAa- t/rp+r I?I _o non® �Z 0 I11AIla 24 .ram 131 161 ,j' rrr.rr.r.A.+fr'nfw�i ----------------- CLG CLG a o , Ll o IL 1 ILHE TT_P 0. i - gl lol IJ 1?J lIJ fief 3 BOX WIDE UI°IiT` ly 3 BOX WIDE UNITS �' "I tsl 01r7A11t r 1 r' /' n I TAB P,&A'O/' GENERAL NOTES: f � " o � ZPE.r 'prR/6CT/ON 1. SEE PAGE A2 FOR GENERAL NOTES. j� ❑ ❑ ROAM-17 by .❑ 1 71`72 ROUTE 322. N/DDLEDURC. PA 17842 2. WHEN UNITS APE JOINED TOGETHER. TO FORM A DUPLEY OP. MULTIPLE SINGLE FAMILY TOWNHOME i D UNITS. VINDOWS, DOORS LIGHTS AND P.ECEPTS. WILL BE RELOCATED TO THE FRONT (670)607-2sss PAX(670)e37-0e30 DP PEAP OF THE UNITS. o 3. 8'-6' CEILING HEIGHTS WILL REQUIRE EAVE OVEPHANGS AND RAFTER EXTENSIONS TO BE SHIPPED LOOSE y � AHD INSTALLED OH-:ITE BY BUILDER. UCE OF 8'-6' CEILIIIG HEIGHTS SHALL DEPE14D ON ACTUAL FLOOD tlTl 121 IISI Illil TYPICAL ELEVATIONS PLAN LAYOUT AND %ILL REOUIRE A RAFTER ROOF :YSTEM - MAX. CLG. MGT. FOP A UNIT WITH A P•.EIAN ELEV. ,1, U� 21 !jl U!J DATE, R[v. ova ND PREMAh11JFACTIJRED TFUSS POOP YSTEM SHALL [JOT ELCEED ?'41' RANCH- BI-L[VEL - DUPLl+ �' 'J�� PEAF' ELE'=� BY. a T-DbY WIDE mNTL %PLII L vL. ORP!OWP,KlN 11/22/10 A3 -OPIIWIAL '$PACE RESERVED FOR THE STATE STAMP 13F APPROVAL' 6B'-A'MAX, LOCATION MAY VARY T-m hill. )e.B.�AX rOP11WNl OWNER POSTS BY BUILDER ZMEMS L WINDOWS OP"o L AND SUPPORT HEADERS MOT SHOWN OPTIONAL SHED DORMER , ON SITE OPTIONAL PORCH ROOF OPTIONAL DUMP ~ OPTIONAL WINDOW WDODR 1'-U'M"-AB'-O'MAX: 1 OPfION11L � 1 - UtIOP,LDEATION MAY VARY r i - ar au1LDER— FIRE S%ARAIiDN VALE TO USED AS P.EC IRE0 PER COBE �•—SEE FIPE SEP.DETAILS PGS.All THRU A49 ❑PTIONAL CARPORT CAPE ROOF ELEVATION 11 I I - II I - SEE PG.a19 FOR SHED DOIIEP.ELEVATIONS T 1 1 OPT.FLR�CLG ASSEMOLY TO 1 I ELIMINATE FIRE SEPARATION IN IOPTIONALL OPTIONAL 1 ----- ROR'CA OPTIONALVITY --- 1 -------- ------- IL ------------------- __1. ........ . .. / 1 i 1 1 I I 1 m n a A a mvn 0 Auer.b Imiarn Ext.COOR OPT. ° ���. ■ irr -'-'REARWALL'L `SyOZ bat r r ♦� - -OVERHEAD IODAL �wwiir��A+rr.��rr.�rr 191 TILDERT ON SITE LOPfIWIAL WINDOWS.DOORS % OPTIWUX. ENGINEER, THIRD PARTY, OPTIONAL WIN13ED GABLE OP PATIO MOR'a FIRE SEPAAATIWI WALL TO BE' WINDnWE USED AS REDUIREO PEP CODE SEE FIRE SEP.DETAILS PGS.A41 THRII AA7 ❑PTIOI IAL GARAGE DMRS AID WINDOWS MOTE, GARAGE ON 2 STORY AID UNDER A d tGRMEP LAVE MAY NO _MOWN DWELLING ISSHOT A PART OT THIS APPROVAL DE ERIEIIDEU h �w Ro Da1RSO �f 01117411 Tar A"A'OF ./I PE,I' PdRfBCl/ON GENERAL NOTE HOA1�'S, INC. 1. 'SEE PGS. A2 AND A3 FOP GENEPAL NOTE:. 7roz Aours szz. M/DDLBBUAD. PA I76�z Z. GARAGES A DWELLIIIG UNIT TO BE FIRE RATED (670)837-L333 PAX(670) 037-0290 ON SITE BYY BIJ BUILDER PEP LOCAL CODE, OPTIONAL ELEVATIONS IWUSE EAVES IMY BID m11iTE0 I OPTIONAL DORMEP DR C%TENIEO BY. DALE REDO+ DWG I* DRP/DWP/KL.N 11/22/10 A 4 lu•-9• TNAU 69•-Mr Itr_IP Hill iHRU 6B'-A• MAX. ','Al I 'SPAT,[ 1?ESERVED FOP STATE STAMP OF APPROVAL' HAY BC ADDITIONAL RANCH-BI-LEVEL - DUPLEX-CAPC IP-0• INRU b6'-U' A7 TACHED HODULES MAY BE ADDITIONAL ATTACHED MGDULEZ MIN. I HP.. TENANT SEPARATION WALL ID-o THRU!W-o• 10-o TNRU ce-0 2—I HR. WALLS IF INTERIOR. LOT LINE .• SPLIT LEVELS - T'S lR L'S- TVO STORY-DUPLEXES SPLIT LEVELS -T•S OR L15'- TVO STORY- DUPLEXES SCC ALTERNATE BATH LAYOUTS V[HDOVS WIT BE GUTTED Qj U PAGE A9 U SEE NOTE /9 i �'------r-----+----- (J PAGE AT } (D _ ___ ___ ELEV. _ _ ---� ELEV. t 7'-0' HIM 7•-0• NIK , _ 7"-D' MIK _ - 10' 0' NIK tta trr T Ntu./R srAlea O �] J 4n.nAew. T_G "IN Y--'i TRAN�V Rt kpOF DUPLEX OP TOWNHOM 1 I •.� C��J Y /1 I N CLO I-. OPT.CATHEDRAL CLG OPT.CATHEDRAL CLO 1 I II 11JJ I! ALSO ON TWO STORY I 1 = BEDROOM 11 EE ALTERNATE IATOUTS � 11 BEDRmM X4 BEDROOM A2 BATH nt;u DDEN I I r- OPT.CATHEDRAL CLG -THIS WALL NAY 11 11 UN =�- ' 11 1 1 M BE OMITTED 11 - I LAUNDRY II „! _ KITrHEN DINING ROOM I I BEARING II ' = i i r a -11•/HI % 11 CLO fORwBSNi MOUEL WALLC 4 t L1.�,/ 1 T� __..______,L'1 IO ' 01 t1 ._ ._.' rr{^�0 ©/^�''T'r-----_---� n t . r---------Z1_ /-O`TOED DOOR I 1 PLAN PLAN `THIS VALLI AY BE OMITTED I I CI la) 1 1 HALL 11 OPI.WASHER/ 41,OPT.STAIRS 11K 1 7 y IF OPTIONAL GARAGE) , 11 II r'• r II DRYER AREA -_ / A I L-___IJ3I-------•--11 I ,r ♦♦ O t l _ 0�3 ------ - ----------------JI lsi- s OCPLTO. IOPT.WALL-'LrXC CALCS MANUAL INDEX ICLEAR SPANS -PG AID> �JBEORmI Isi m I F----' I-HOUR FIRE SEPARATION IL 11 LIVIN ROOMweFOR 2-FAMILY DWELLII-IGS U BEDROOM nl EAw BEDROOM N3 Ia a§ Ij i ACARPORT r >���� 11 2 I-HOUR FIRE °EPARATIONS '_'O.�"1 �' ��: II I Z' rtARAGE 1I FOP LOT LINEC OR TOWNHOUSES �"` I rANILY POD) OPT.VALE.-IN " cLOSEt LOCptrRn I ig 1 I II It CLG SIZE [ _-__1r____.1 I 1 ROOF TO BE RATED BACK. 4' ItVARIES ACC. VARY ACCORDING 1 OPT, CATNCORAL CLG BOTH SIDES FOP TOWNHOUSES II IO rLGDR PL `; TO FLOOR PLAN' CLO 11 :` BI-LEVEL ENTR MIK 7•-D• MIK 7•-0' MOIL I 1 I 1 • II'- ' NIN 1 I D.NIK -_--__.-� lT____-__. __ --__--- _--_- -__-�� OVERHANG 1 dp Ij 1) I3t - _• I OPT.PORCH. D� o I .+_.x1? �_�__= I . `---------------------- ----- --- 4--� o e° �EEOND FLpOF FIRS FLOOR ELEV. - - - - - 1 ----- mo MASTER FL❑❑R PLAN I FLOOD ELEV. MAY BE FLUSH ALL INDIVIDUAL FLOOP. PLANS WILL BE KEYED FROM � THIS DRAWING AND BE AVAILABLE UPON REQUEST THiS PLAN MAY BE REVERSED IN EITHER DIRECTION IN PART. OR IN ITS ENTIRETY IMPORTANT NOTE: UNLESS 13THERWISE SPECIFIED ON SPECIFIC FLOOR PLANS; ELEV. ALL EXTERIOR DIMENSIONS ARE Tn RARE STUD FRAMING ANY EXTERIOP� � SHEATHING ON WALL WILL OVERHA14G BEYOND THE FOUNDATION. ONE MODULE MAY BE OMITTED THIS LE-/EL MAi BE— POTATED 90 DEGP.EES G IENERAL NOTES: 1. SEE PG. A7 FOR ADDITIONAL NOTES AND INFORMATION. I 2, DIMENSIONS SHOWN ARE SUGGESTED ONLY, THEY MAY BE CHANGED FOP APPROVAL, AS LONG AS CODE REOUIREMENTS ARE MET. Awl T EXAMPLE IF THE LENGTH OF A ROOM IS SHORTENED UI 1NCPEASEU. THE WIDTH MAY E-.- PLANrNEED TO BE CHANGED TO MEET MIN. `0. F7, CODE FEDUIP.EMENTS : �'1!„a7!iC- 3. ATTACHED'GARAGES.SHALL BE COMPLETELY SEPARATED FROM THE,AD,IAGENT INTERIORSPACES AND THE ATTIC AREA AS PEOUIPED PEP. LODE. SEE INDIVIDUAL FLOOR PLAN' SE VNLLS MAY BE FLUSH �r.�.�.,..�.`..�.■,:,,`rrm, FOR SPECIFIC FIRE RATED AS CEMBLY TO BE USED 1 SEE PGS. 41 THRU 43 i. 4. GASKET OR WEATHERSTRIPPING AND INSULATION, EDUIVALENT TO THE SUPPOUI4DING SURFACES. IS TO BE INSTALLED UPON COMPLETION OF THE SET-UP OF THE HOME AT CEILING ACCESS • AND / OR PULL-DOWN STAIRS ON SITE BY OTHERS. ► ENGAGER,. THIRD PARTY. /FO 7� / I Ir N K s� ��OP NEW 1'T'1-rT---- � A TYPICAL STAIR N❑TE�I 1 t I I t = o SEPARATION WALL MIK 1 MR. TENANTv.• 'a-I HP, If INTERIOR LOI UUtE. ti 1. ENCLOSED SPACE UNDER -TAIRS TO BE PROTECTED 014 THE ENCLOSED SIDE i i i i i q -� RErrSSre THIN• wta BBln WITH MIN. 1/2' GYPSUM BOARD. ! I 1 t so 2. VERTICAL RISE OF STAIRS BETWEEN FL13OP.S OR LANDINGS TO BE LIMITED TO 121-01. m m f1/47ubti/R,rIRE _�,ED D!>O 5 TYPICAL HANDRAIL NOTES: m �: I. STAIRS OR STEPS MORE THAN (3) RISERS SHALL HAVE A HANDRAIL OP 1 1 / (9) �P�.I� ArRPA ON P. BOTH PARALLEL TD THE 'TRIP SLOPE ON AT LEAST l )ONE) SIDE. �\ 1 I31tl E611 aFrrs•re I,M.L FNip IF BOTH SIDES ARE OPEN, RAIL[t!G IS REQUIRED ON BOTH SIDES OF THE STAIRS. �/ (] [NTPY NAY BETtiusM 2. TOP SURFACE OF HANDRAILS AND RAILINGS SHALL BE NOT LESS THAN 34• A 7f78 ROIlT6 6EE bfDOLRBURc, PA f7eiz NOR MOPE THAN 38' IN HEIGHT ABOVE THE FLOOR OT TREAD LEVEL ON 9ASEIIrNI ^.)AIR' AAS[IRN) �tAIR• SPLIT L t ID (OUr B87-Y89B FAX RG, R97042 STARR RUNS. THE HEIGHT SHALL BE MEASURED DIRECTLY ABOVE THE RISER FACE. STRAIGHT ROV spur ROV BI_rot ENTRY Rrress .AI_ vn rutaY -0290 RAILING PARALLEL TO THE STRIP. SLOPE ON TI LEAST ( (OHS) SIDE, OPTIONAL REAR ENTRY FLOOR PLAN MASTER 3. CLEARANCE BETWEEN HANDRAIL AND :UPPORTIMr, WALL: SHALL NOT BE LESS THAN 1 1/2•; I BY DRP/DWP/KLN D111/22/10 REV DWN NG A 5 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' i II 1 1 Ile OVV-, C. SEE NOTE 19 PAGE AT 111 T_ I , KIT SINK , I): 1 V2•DVV - . ALC RATITE AIO FOR" LIIC rRON is FLOW I, ALTERNATE KITCHEN LAYOUTS - W.-"at I.C0.D POIA6C _ 2'MI VEIN ' r---, KITCHEN 7.ORAPL DOWN 314•!qT t CC0 POTABLE 2N0 ILM i¢[r TO IST rL®L VENT THOU RI10r LINE TO 2N0 STDRT !am 1 ON life pY 11LD1.`. 1 Ile OVv Lao-J . TER CI30< S•VENT FROM 1ST ROUT INTO PliDr SHIP LOOSE CG GYP pF FOR 2'YEMi FROM pfMi 2'0VV 1 ate; m ACCESS TO 2M0 STORY PUAD • l (1ST STIR OHLTI Y WC FRONT L___J F/ 1 1 42T ADDITIONAL RP AISIT 2nn I'LR SCE NOTE 19 PAGE AT I I PEO'D UNDER flip,WMIPLPW. � — Iy 1 1 f31 Cf`I Of[09 PAGE AT ' t�r VENT 0 2.d FLR 1 f 1 1 OVV 71-D•MIN '* ul 7•-'MI11 �,.QT.D KIT sn.l -Y T SNY 1 r E APPLIA14CE & MECH. EQUIP. LOCATION � � - °E0"®"' �a ky - 6 KW.=n IN TYP. CAPE AHD IST STORY OF iJ KHc+awIMInND `DAI n Kuclrwnum+D !.¢AfHIf c STORY CRAWL SPACE MODELS 1/C• VAICP IEA16 b a•-p M CA� DI 0 CIMpAtKill V 1 VATER HCAfCR ME DETAIL U PARIMEMI r HAa CE DETAIL THIS SHCEII • 0 ,'( HIS SNC[T) flha I LOB S BASEMENT STAIRWELL ) - = is F a Paaaan _ Im SHIP [LG GYP p0.roT• '` r•i © CLO Y p'' I -KC 1' FOUR aiLD1a PLUMBAll • - ,© _ O CLO ^ MALL r,LO ' —HT.1 Fawl TALL lr --11.M..FIRE PAYED ? CLO - _.OPT I R) •UPT DOOR, - R rK>�VI (ttr ttDsllRc , © A INE II-MR.KUL RATED WALL ® 1 HANDRAILS GH SITE Or ONE(P MIT NRL RATED WALL ] r TIOLPDROJECT+MORES NOT THAAN 4 LIVUID amT a Liv111G Rml 3 1/2' INTO STAIR VIDTH �- r -=IIn fgD OVER t11Id.LtHc iTYPICAI) sums ENCLOSED Y a,' _ a1D nmM 1Ams VaW DE 1]ERS Or Or UT Y AND DEOR®1 12 2 LAYERS If S/D-TYPE•S•6YPs{IN SIIM,L I 3 >n CN405E0 By U740 AMp Q KtIROUI R2 } b tK APP1•IED TO pOfTDI?Stt+iNDER 2 LAYERS Q 3/8•TYPO K•RIPSUM SMALL - CAPF $ TWO T❑RY b pC AIMLIED r0 DOITOH tr STrttNDEtt ' �tIR RA _ 1� RISER r-u•MtM ) STAIRS II RISER'... T•-a MIN • Co ' '-r HIM TAIR r-a•H B LL ITaIEs• �( {� —WPelOs I.RlIDT/CEILING ASS[NRT KTWQN Ll V I I�TCS, a (SEE Q G A42 r SI(ALL K LSTp 1.fly/CCILUIG ASSEMBLY KIVCEM J (SEE DWc Ala rta arAlu DW[1111fi unrf slwl Lr L3T7 2.2M0 ROD(S/..., NOf K D-ND(AL PIIptM In3m' 1 ISO:DWO AQ 1Q I[IAM,a (71NTILEVFAEO g 2ND ...SHALL NOT K LANDING Ir IIM.INN Llr-4-"A - CALIftLEVERED It KUL 111U n�yl•MAt TWO FAMILY FLP PLAI I TWO F MIL F FLP PLAN i2ND STORY OF DWELLING OVER DWELLING: IIST STORY OF OWELLING OVER DWELLING: I (2)ADDITIONAL FLP JOISTS SEE NOTE 19 PAGE AT REO•D UNDER TIlO,WHIRLPOOL T.D .-1 1/2' VENT AI4RCn VDtADD( anmi.I •' Tu /S Ma!tr aAAwrrnl+.LTrr. t'E. KIT SINK 'Ld"tr�a�a �.ram. r•.......PA>rr�. Hill FOR 2NDDRAIN RP BATHPSMALL BE WA RPRD µ + •��r r YITCHEIt/DIHING R11QN • _SHALL 8C VATERPRpds' 3•DRAIN VINYL FLDOPING all ON w• r 'I k SEE PAGES A9 I.AID TO Ist fLR ) SITE TLLC I f ALTERNATE 1'ITI:MEN LAYOUTS D ee DVV TH I f---`lf--_-� I Ile OVV ENGINEEM THIRD PARTY( IVAq[R/l t•IA 1 Ar1 1/2' DRAIN 1 II t J\ 1 VATEP HEATER I L____JL___-] a t " © a Er Dapm °F NEi¢} o ° I 0 �\/, .-oar`°wu`'v"a{,� 1 j Po 01pat0�V� ( 0112Y1 T TYPICAL CRAWL SPACE AMD 2ND STORY DUPLEX GENERAL NOTES: FL❑❑P PLAN CLIVII'A3 UNIT ❑VEP LIVING UNIT: / Fswp � 1. SEE PG..A7 FOP APPI71CRAL 1011E' AND 116 uIF or 0RMATION. i 2• DIMENSIONS SHOVN ARE SUGGESTED MY. THEY MAY BE CRmIGED FOR APPROVAL.AS LONG ,/lP6.I' rffrA G F h AS CODE REQUIREMENTS ARE NET " C I 7/Ta A0f?f/TL YlODLaluAs,PA 17pt1 EXAMPLE IF THE LENGTH OF A IR S 1' ` COLENEU UI ItERCA=CO, THE WIDTH MAY (purl I=Artl ptt(070I 8?848 NEED f0 RE"CHANGED TO MEET MIH,S0.-PT.EDUE V.EWIP.EHEHTS 1 3.ATTACHED UARAGES SHALL BC TOR-LETELY SEPARATED rR@I THE AUJALEIIT INTERIM. I SPACES AHD THE ATTIC AREA AS PEWIPED PEP CODE, SEE S.41 1 HRU )1. PLANS FLOOR PLAN MASTER I FOR SPECIFIC FIFE FATED ASSEMBLY TO BE USED( SEE LEEINDIVIDUAL NI iHP.0 N7 1. N,GASYET OR VCATHCRSTRIPPING AND INSULATION.EQUIVALENT TD THE SUPRDUNU111G SURFALEt. By,is TO BE INSTALLED UPON COMPLETION Or THE SET-UP Or THE HEX AT CEILIN,ACCES2 DAIC• R[vl DVG HD AND l DP PULL-OI1VM STAIRS ON CITE BY OTHEP.. DRP/DWP/DEEM 11/22/10 A6 s� I °c 'SPACE RESERVED rm+STATE STAMP Ur APPROVAL' ,L 7-D'MM 6B'-U•M11I. 2A'-D'H0L 6B'-C IIAS. aASE1ENr DR CiGVL SPFCE (2)ADDITIONAL rlP JOISTS •- SHIP LOUSE LLG GIP OR FOR PEOO UNDER TU•,vNIRLPOq FCCESS TO 2110 STORY PLUND 2'WE NI FPO1 1 1/ DVV- V CEE MOTE 59 PAM A7 it L71 Of V 1st rLP I,IT� (3, 1 IIr Ow, _ I THIS WALL MAi I p �'-11•MIN ` i•.(f MN 11•-6'HIM / 11'-6'MIN GPI.D OMITTED „ III /S FROM 1si rLP '•KIT SINt � r vCNT� /•t. Flu p^�9 Ll g BATH q 0 :• -S'VEIO THRU y 7.OIFIN FROM DEpR�1 s4 ® CLIT .."� 7'-3• 1N ROW FROM 1st FLR is10 ROOM § I&MM"s] (OPT) x 2.+e FLOOR �% s /1 I r avW r OVV b )T PLUMB04 L ELECT,CIYSC ' 1 NITCNCII OWING PA]QN /Y/ GE A42 • A A BATHROOM FLR MATERIAL§ - I � .. FINE P STOPPING ❑ LU -SHALL BC VAIERDPOIIF F. ,,, / . __ '�••H • 4x•, sm rL1IIPHID OP w ++ro A� • -,�fi2' V x SEE PAGES AW 2'BASEMENT •i • I Q SINE i6[ p Q• ALTERNATE KITCHEN LAYOUTS vEln- , q 1� } u ]/4•HOT L COLD PDTAOLE } � la DON FLR MATERIAL :IPPLY LINES 70 20 rLR l•t �L SE[►AOC A9 �' NN.L vlN•M1 11 VAT + tt0 - ;T ALTERNATE @AFM LAYOUTS�f ttp ,(' i/ 7+ tr d ,---- D. SITE TILE - e ❑ O 0 M ZADER .'` = LIN (L y IE , b 17 &a/ 4SEr CALM CLEAR SPN6aL(MD L FOR S>' SO SNIP LOOSE CLG cYP Ba FOP ,� CLO g / R ACCESS TO 2ND STORY RUNG �� a. / OP S/f' / V /'D/ I T y_LTCAMMIEARATH LAIMAS AIR L i DPi111NA1 ICORmIt fCAPEI `P ._. L AIR NAY LIVING RON i ' l�� x •'/ / OPTIONAL DCN/FAN PRPI - D 0EYs0O1 sl gCDRDON s2 �.� `/ i/ PLUNPAGE a ELECT:CHASE 4 ItST STORY O'2 SiDRYI Q ry DACE M2 FOR 3 r1PE ` FDYEP Ay1'NOT 4 COLD POTABLE WALK-IN THRU PWr SUPPLY LINES TO 20 RR I CLOSET FROM 1st FLIP LLO N❑ -Y WASTE FMR 2BD STORY _ f CLIT 7'-a'MIN 7'-1r HIM ]•-P`MR •7'HIM D'-9'HIM @'-?'NUN. O V i I 1111 2 IMMORAL rLR JOISTS I I' Q IT) O Qi i T PED`P WRIER IU•.WHIRLPOOL137 !� COIICtAQART TWO STRI MODLL-UNIT BATH LB WIC I.APE AIJD l'�T :..TOR°I' OF STORY AND ORII AND OPEN 101si STOP.Y I - T LP[I'AL '_EI�OIJD :TUNY' - GENERAL NOTES.f, PGS. A5. A6 A7 IL A8 1. THE SQUARE FOOTAGE OF A DWELLING UNIT MAY VARY. 2. ALL INDIVIDUAL FLOOR. PLANS WILL BE KEYED FROM THIS DRAWING AI,ID AVAILABLE UPON REQUEST. 3. ONE HABITABLE SPACE SHALL BE 120 SO. FT, MIN. FLOOR AREA. ALL OTHER HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS THAN 70 SO. FT., EXCEPT Y,ITCHENS. ALL HABITABLE ROOMS SHALL NOT BE LESS THAN 7 FT. IN ANY HORIZONTAL DIMENSION, EXCEPT KITCHENS. 4. WINDOW AREA OF ALL HABITABLE SPACE ROOMS SHALL BE A MINIMUM OF 8% OF THE FLOOR AREA FOR, IMPORTANT NOTE,. UIILESS� ❑THERWISE SPECIFIED ON SPECIFIC FLOOR PLANS, NATURAL LIGHT WITH 4% OPENING FOR VENTILATION. ARTIFICIAL LIGHT AND VEI4T MAY BE USEII PROVIDIMG IT MEETS CODE. ALL EXTERI❑P DIMENSI❑IJ� ARE T❑ BARE STUD FRAMING. ANY EXTERI❑R S. ALL WINDOW AND CLOSET LOCATIONS MAY VARY ACCORDING TO INDIVIDUAL FLOOR PLANS. SHEATHII•'IG ON WALL WILL ❑VERHANG3 BEYOND THE FOUNDATION. S. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS MUST BE PROVIDED WITH A MANUFACTURERS SAFETY GLASS DESIGNATION VISIBLE IN THE FINAL INSTALLATION. 7. EACH DWELLING UNIT SHALL HAVE ONE 36' MIN. WIDTH, 80' MIIL HEIGHT SWING TYPE MAIN EIITPAIICE DOOP;. WIND B❑PIJE DEBRIS PROTECTION 8. ALL SLEEPING SPACES. SHALL HAVE, IN ADDITIOII TO THE MAIN EIITRAIICE DOOR, AN EMERGENCY USE OPENING, DIRECTLY INTO A PUBLIC :TREET, ALLEY. YARD OR COURT WITH A MIN. NET CLEAR OPENING OF 24- HIGH. 20' VIDE AND 5.7 SO. FT. MIN. HET OP£NRIG WITH A MAAIMUM '"ILL HEIGHT OF NOT MORE THAN 44 9. PFS LABEL, DATA PLATE AND STATE LABEL SHALL BE LOCATED UNDER, THE KITCHEN SUNK.' 10. HABITABLE SPACE SHALL HAVE A MINIMUM HEIGHT OF 7'-0'. AND HALLWAYS, CORRIDORS. BATHROOFI.S, TOILET AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0' MEASURED FROM FIIIISHF,D � • if----"-'--"-""li H 11 FROM THE cUIUPESIDENTIAL CODE OF NEW YQPY' STATE FLOOR TO THE LOWEST PROJECTION FROM THE CEILING. 11 n 11. HABITABLE SPACES SHOWN MAY HAVE SUBSTITUTED W114DOWS AND/OP DOORL. PENDING THEY MEET ALL ii ii ® eRlrwsuN.c REQUIRED LIGHT, VENT AND EGRESS REQUIREMENTS PEP CODE. Il lI AIwn,4wH4mI 11 a R30I.E.I.2 INTERNAL PRESSUREZ "� �'""`°"otil°-ILI 12. ROOM SIZES SHOWN APE MINIMUM SIZE AI•ID MAY BE CHANGED PENDING THEM MEET ALL CODE PEQUIREMVITS. I ;; �I Kilt7/16' INIEr WWI,-TPULTURN ...rY H II - PANEL rASTE1ED TO 2.4 MAILEP. ®r�.A.�.••r.r�...�,+ 13. DRYER TO BE VENTED TO THE EXTERIOR AND SHALL TERMINATE 140T LE'_ THAN 3 FT. IN ANY DIRECTION FPOM H 11 rASTCN PER TABLE R3012.12 OF THE EXCEPTION, WOOD STRUCTURAL PAI4ELS WI1H A �.�•������� OPENINGS I14TO THE BUILDING. EXHAUST DUCTS TERMINATION SHALL BE EQUIPPED WITH A BACK DRAFT DAMPEP: IL________ _ ______jI 2DID HYS RESIDENTIAL CODE!SHOWN BELOVt MINIMUM THICKNESS OF 7/I6' II1.1P1r1/ AND A MAXIMMAXIMUM ------ 14. OPTIONAL FIREPLACES SHALL BE INSTALLED ACCORDING TO THE MANUFACTUPER' INSTRUCTION: AHD SHALL ` h ;� SPAN OF 8' 12438nw/ SHALL BE PERMITTED FOP CONTAIII THE UNIT SPECIFICATION A14D MANUFACTURERS UISTP.UCTIONS. OPENING PROTECTION IN ONE AND TWO-STORY 15. FIREPLACES SHALL HAVE PROVISID14S FOR :uPPLYING OUTSIDE AIR FOP COMBUSTIQIL II ;i BUILDING£, PANELS SHALL BE PRECUT TO COVER 16. GAS FIREPLACES SHALL BE PROVIDED WITH THERMAL VENT DAMPERS. ' 'I 11 THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE. 17. FUEL-FIRED WATER HEATERS SHALL NOT BE LOCATED IN'ROOMS USED AS STORAGE CLOSETS. IF INSTALLED IN A DEDPOOM, ' ;i iI ' rASTEII 2.4 IIAILEP- PROVIDED. ATTACHME14TS 'HALL BE PROVIDED IN ERGIEEP.. THIRD PAPM 11 11 OP, BATHROOM, THE FUEL-FIRED WATER HEATER. MUST BE INSTALLED IN A SEALED EIJr:LOSURE SO THAT'CpMBIJSTION AIR AROUND WINDOW PERIMETER Mi I1 (1) 16°HAIL PER STUD(HORIZONTAL)' ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE WILL NOT BE.TAKEN FROM THE LIVING SPACE. ;L ____„SI 24'Dt.ON JACk SYIIDS(VERTICAL) DESIGNED TO RE:IST THE COMPONENTS AND OF NE 18. HANDRAILS FIELD INSTALLED AND ALL WORM COMPLETED ON-SITE SHALL BE APPROVED BY THE LOCAL } ------- CLADDING LOADS DETERMINED IN ACCORDANCE WITH 1E BUILDING CODE ENFORCEMENT OFFICIAL. THE PROVISIONS OF THE 20IU I4YS BUILDING CODE 19. ROOF COVERINGS SHALL BE OF A CLAS= 'A'. 'B' OR 'r-' MATERIAL. 20. 'TYVEK• OR EQUAL 111FILTP,ATION BARRIER 'SHALL BE IIISTALLED 01.1 ALL EXTEP.IOP WALLS AS REQUIRED PEP aT CODE. WEATHER BARRIER PER ASTMD226 21. ALL HEATING EQUIPMENT. OTHER THAN ELECTRIC OR HYDRONIC BASEBOARD HEATERS, SHALL BE INSTALLED �O D°020 yE?d ON SITE BY OTHERS. 22. DWELLING UNIT OVER DWELLING UNIT SHALL HAVE A ONE I.1) HOUR. MIN. FIRE RATED ASSEMBLY BETWEEN TABLE R301.2.1.2 OCCUPANCIES. BOTH FLOOR/CEILING AND ALL BEARING WALL°. AND SUPPORTING STRUCTURES TO FOUNDATION � SCHEDULE 01124/11 SHALL BE ONE LI) HOUR MIN. FIRE RATING, USING MOISTURE P.ESISTANT GYPSUM ON THE EXTERIOR SEE PG, A42 ;+ WIND BORNE DEBRIS PROTECTION FASTENING STAIRS TO THE SECOND FLOOR SHALL BE SEPARATED FROM FIRST FLOOR DWELLING BY ONE (1) HOUR MIN, FASTENER SPACIIIG a. THIS TABLE IS BASED ON 130 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. FIRE RATED WALL I SEE PG. A41 ) INCLUDING TWO L2) LAYERS OF 5/8' TYPE X UNDER STAIRS. b. FASTENERS ;HALL BE INSTALLED AT OPPOSING EIIDS OF THE WOOD STRUCTURAL PANEL. 24. GASKET OR WEATHERSTRIPPING AND INSULATION. EQUIVALENT TO THE SURROUNDING SURFACES, IS TO BE IIISTALLED ' FASTENER PANEL SPAR <pANEL 4 F00S 6 FOOT FASTENERS "HALL BE LOCATED A MINIMUM OF 1' FROM THE EDGE THE PANEL PAIN<PA14EL SPAN FASTENERS SHALL BE LONG ENOUGH TO PENETRATE TROUGHEX THE EXTERIOR WALL UPON COMPLETION (IF THE SET-UP OF THE HOME AT CEILING ACCESS AND / OR PULL-DOWN STAIRS ON-SITE BY OTHERS. I TYPE 54 FOOT 54 FDOT s4 FOOTAND QD ✓zpw 25. WOOD BURNING FIREPLACE TO BE INSTALLED PEP MANUFACTURERS INSTRUCTIONS AND =HALL HAVE GASYETED DOORS 1/4' I TO CON A MINIMUM OF 1 1/4' 1NTE WOOD WALL FRAMING AND A MINIMUM OF 1 L, A14D OUTDOOR COMBUSTION AIR. 2 I/2' D6 1/4' INTO CONCRETE BLOCK OR CONCRETE. AND INTO STEEL FRAMING A MINIMUM OF 3 WOOD SCREWS EYPOSED THREADS. FASTENER; SHALL BE LOCATED A MINIMUM OF 2 1/2 FROM THE >JF•R670) 87 um@FAX(57,) 7-02 26. WHERE SPACE FOR A CLOTHES DRYER.. I� PROVIDED, All EXHAUST DUCT SYSTEM SHALL BE INSTALLED PEP CODE. I I6• l2 9' EDGE OG CONCRETE OLD OP CONCRETE (em)as7-rBSBruT(aFo)•sF-o•/• 27. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL 140T EXCEED THOSE SHOW14 2 1/2, 08 lb' 16' 12' d. WHERE SCREWS ARE ATTACHED TO MASOWRY OR MASONRY / ;T000O THEY SHALL BE FLOOR PLAN MASTER ON DRAWING A44, NOTE R20. WOAD SCREWS ATTACHED UTILIZIN4 VIBRATION-P.ESI3TANT ANCHORS HAVING A MINIMUM ULTIMATE 28. AIR REMOVED BY EVEP.Y MECHANICAL EXHAUST St SEEM SHALL BE DISCHAPGED 10 THE OUTDOOR:,: AIF` SHALL NUI BL I WITHDRAWAL CAPACITY OF 491) POUNUC• V. DATE, REV, Ova NO, EXHAUSTED IND AN ATTIC. SOFFIT. RIDGL VLI41 OP I'.RAWL SPACL rNr APPLIr•ATIOR SHOWN IS 'UrirESTIVF.ONLY, IT SHALL RC THE RESmr.IDILITY Or DE BUILDEP TO ACQUIRE LOCAL 1HICPPPETATIIIN Or THE APPLICABLE CODES PEFEPEED TO HrPEUI DRP/DWP/KLN 11/22/10 A7 f ";PACE RESEPVED rUP THE STATE STAMP Or APPROVAL' 2' VENT TO CEILING DRYWALL 2110 FLOOR SHIPPED LOOSE FOP PLUMBING ACCESS r) DWV O U 740•MIN 7'-0' MIN f W.•••• 2' VENT2' VENTS (J , SEE PAGE AID rOR 3' BRAIN FROM BATH M ❑N Z )n ALTEPNATE PITCHEN LAYOUTS 2nd FLDOP �` MUD r L• 1 1/2, DWV V o i T oy, CMJ ROOM z KITCHEN 2 BSMT VT iOPT., _ 3/4• HOT 6 C0411 P07ABLE �i `' -,UJPPLY LINES tEl 2rM FLP MAx.SPAN TO BE CALCUL TED ON MI INDIVIDUAL HOUSE''BASIS �0'-p Nul THRU f76'NAx. RARCH-RA1SE0 P.AMCM-CRAWL SPACE �, JPOOM - (OPT., 3) LErT OMIT MAY BE REVERSED AND CONSTRUCTED AS 2ND STORY W RIGHT UNIT MAY BE CONSTRUCTED AS 1ST STORY Or DUPLEX sLIV UNIT OVER LIV UIRT)DIDLEN(Llv{Hc WIT OVER L1vING UNIT) 1 HP FIR;RATED RP!CLG ASIEMDLT MID IEARi WALLS REO'D DINING FOOM FAMIJr. SEPARATION WALL n : _ CONI:70 UNDERSIDE OF POD'SHEATHING b b SCE TOTE 59 PAGE A7 VIIIBOVS MIIY OMITTED SEE NOTE 19 PAGE A7 ),,F 03 +� T: r ;f OPT:D f11D VV-/SHOVE `. 3Y.17 ;DIN -Y,iT 51rR; T'VENT 3' DP,AIN FRO TO 2M FtR FOYER 2nd FLOOR IVING POOM = DENx 4-II'MIN 7•-V HIN 7'-0•M N f 7'-0•MINT ORAL CE L MG J ) 2rnd AI rROM . , m !OPT.)3/4• HOT COLD POTABLE IIEDPOOM NIDINING RmISUPPLYl i TO 2nd FLP BROW PM11 KIICHE11 r; !. r1TLNE11 2'runmE VENT LI • 4r., 8'-0• MIN. 7'-0' NIII M7M RI @1 BASEIEIII /'• '�L�m cn n ry SEL PAGE AID FOR 1/2'DW , ':-•tet:t m am s1VT nun =aALTEP.MATC rITCHEH LAYOUT:, � �)7/t NOTL Can POTAPLCuIE TD zun . ' ❑, _ 16•-0•t17P11 66•-p ® ac SEE PAGE A9 rOP •,n,_— j ac ' s ALTERNATE BAIN LAYOUT:' ¢• ; �" E I F�. T F L❑❑F' ❑E A t 6 p" A i•�= ItaN'� "LIN CLOP ttG Lill / �-� o o THREE D❑ WIDE TWO -T❑RY ELo ✓1 ❑ a0 i FLOOR PLAN SHOWN IS TYPICAL OF A THREE BOX WIDE MODEL. BASEMENT STAIRWELLMAY i FOP BE SPACE MODELS ® b s M _ ^ Vi..ILFT LOCATION MAY VARY ACCORDII7G TO r---4 T• in (]I (J si rLR K TT. I�) rl FLOOR PLAN 1. 11 r - L1VING ROOK 1 II I LIVING ROOM w 1 11 I BEDPm11 N2 T-0' MIN 1 1J2' D 7-0' MIN - BCMmI 12 OPTIONAL P.AISED—+ 11 d yb -2' VENT rPOH PAWN ENTPT II = _ 157 rLOOP _ n, �. -3• VENT THPU POOr T BEDROOM an CLD FROM Is* rLw T-p Hill. �•-0'Nut 4LD CLO , !'� 7•-0•NIIL T-U•HNL d ATH NI 7 OPT CATHEDRAL CEILDar, I Wl.rATHEBPAL CEILING r• (OPT. -2• pvv BEDROOM k. r 1 1 % (-, I 1 1/2• D 'OPT:� °Ar�uauri NN)m)�ol"7°N 1 )• LLD M�tI j�S� °wrp2 p`'!y~n C) r) ❑• `� ❑, 131 ISI 1 131 ,_'C' _r�r .S— _ SIDELIGHTS AVAILABLE) I I I 1 r-o-' 1 wo�r••' sue~ I I � r�rrrYrArrr.•r�r��rrrr b o 1 I PICTURE OR DIN WINDOW OPTIONS AVAILABLE •, b S `- FIALL '�` ' SEC RAG[A9 FOR CLO t 1 I OPTIONAL REHEAR R� �-• 'yi ALTERNATE BATH LAYOUii 't � ��•' w ---------------------------------------�----------------------J __I _ $ 6B'-p IIAL I �, iu _LOCATION OF EGRESS DOOR L STAIRS lr CONSTRUCTED AS LIVING,UHIT OVER.LIVING UNIT QNP rIPE SEPAPA71011 PFrPD• WALL'-IN I 7 '^ EIIriIIEEW TH1PD PAPIY+ TYPICAL DUPLEX ELR. PLAID CLOSET FLOOP PLAN SHOWN IS TYPICAL OF A TWO BOX. WIDE MODEL. 'OPT.' NOTE r FOR DVCLLIIIG OVER DWELLUtG-2nd rL00P.STAIRS SHALL ' R• 1/2 E BE ENCLOSED BY"n ASSEMBLY f 2 LAYE Or Stir FIFE -^` 1 '.DWV 1OF NE RS (P} RATED GYP.SHALL BE APPLIED TO BOTTOM Or STRINGEP, f - AT' lDILUA„ r SCE PGS..N1 P.AE2) S 9dSC s I BEDROOM HI BEDROOM H2 6 BA O I (OPT. ^ V�b waPAD '� 021 T 3' DPAIN THPU PCW _ TO.lst FLODP z = 01"11 • CLO 7'-0•MIN. 7'-0'MIN.. i I 161;MINU TIWU 66•-U•MAX C1 �! I P6RPd•LY%A'F (� ./ZPO � t flOr{lES; INC. GENERAL NOTE: � 7842 EI-❑I`•1D FLOOR' ❑F 7T7P (570) 37- 322. 32PAX(57,) -02 I. SEE PG. A7 FOP GE14EPAL IIDTES. THREE BOX WIDE T W❑ -•T O F'Y (G70)d37-P9dJ FA.Y(670)d37-0z9D NnT[l GEE 31AIJDAPr1 TWr1-::TOPY DWv TYPICAL .BATHROOMS C.'HEMATIr 011 DPAW11,16 A0- I DAIL. PLv, oW,HU DRP/DWP/KLN 11/22/10 A p 8 i r SArETr GLA2N10 REDI/IPEh_ ,q,RA01Ui Or 1 -2 12 2 1 2 ` IF WINIRIW 1.WITHIN A 1 �I- Iz21 1221 'SPACE RESERVED FOR THE STATE STAtIP Or APPROVAL' . li�h• r i )rs 191 1e 2 12 I ( , 5 W HI l d J 191 +l �\. 1'�1 V no.rof I h < rriva/xD n , N rrI- ✓/ C - / I trl �r n L rt ti " r J L / '.�"nc LirArT ROW HTR ( I , �� �$BO_HTR. / 9DOV HT� \ [NRC ttED PQ.tcoc'N 14 1!` --^.-�//{ •-.Jr ,y. , 1; FLOOR FRAMING SHALL 8E R'tit F� le l NM TUAvr[0 LARMP WNIRLPODL AND SDAKIIG TUBS SAFETY GLA2tNG REIRlIRED Q pp'' >. _ Ctl /'y L I 14-2 12 z it 4IMDOV fi WITHIN A A Ogus or �$C NI 12'2 �KN A[aWA[0 PER CCK 4 C f�zl WT10ML"ANOICOMO BATH L1 1 12 !2 2 I �� �_� ----- 1 -li • V TR 102, SODV Ht _Q� Ne .�Ivs� t:I ---_ �� S 12-2 14'2 w m + z1 Izpz 1G t�z 12zi 12-z 1�e ;gib _ A (4) % -- a rL 12-2 UL- 12-2 Iz2I ��...-- - 1�22- a 9 (Cal OV H7 rut ( 1: 1 o ° MYtorL Irr � 14-2 r. `� Y rut �1 .,��,� alltb+At ws 10-3, 12-2 , 14-2 �'� R­j, ORTER �L -��rt ♦ _ ue' ° 191 t:1 191/° 34-2 x-rL I,I x \ IL I1N,H P P U-2 ✓ r A• e l4- f I ' - t2-Z� .. _ i S r ( Y�� r-.T-. N7- 1272 > ® f� ,1221 142 14I _ 4=— - A - - ' 1V HIP. 1 1221 1,;1• 5 d I -� T, �~ lz-2 - i !4-z z W HTR OF 4 F `? ©: 14-2 \ a 1 191 u FL 12-2� I rt�� Iry.'L t`` G 41 "mil^�' t'---12) 12„ . ,� �• I o� '\ �1 14-E ,:l / 1 �k2 V 12'2 � (4 I L91 ` 14-2 Iz-2� j4^2 12-2 101 ^ ,W HIP Art 1 / S40W HI 500W NIP , ,`-- le-e HAHRICAHPED BATHr HIM ARC EXAMPLCC or PpS•.IOLE ''oo L 12 LAYOUTS FOR IUSTOHER REQUESTED BATHS IN A RESIDENTIAL 12 2 I f� ��1 ; TYPE 'TRUCTIRIE WHERE APPLICABLE FOR OTHER USE MOUP t o 1 rt Q.. - 191 BUILDIN;S.ALL LATRUIS FIXTUPES. ETC ror•ACCESSIBILltY ^ L2 1f2u-2 I SHALL CRIRLT WITH THE AIM STANDARDS Fmt AC[ESSlDLE _� _ 1 ICLI y/ DESIGN AS REDUIPED PER THE USE r,ROUP. �61 1 12-2 u 1j lz-2-2 1 Iz21 12-2pin . I x .I I14 141 rt Gil 14-2 I 14-2 I Gil 141 (J14.2 l 3 12-2 14-2) l4 lIT tl `€ 49J 14I m BATH LAYOUT YEY I511 Cl 1'I ENGINEEP, THIRD PARTY, VITO or VB VAIIITY SHOWER (OPT, HC HANDICAPPED SINF n lUd I_ftq AD APRON KNEE LIN LINEN CLOSET GARDEN TUB GARDEN TUB I OPT.) 696 MI" MEDIC114E CABINET Wr WATER. CLOSET WHIPLPOOL WHIRLPOOL (OPT i t�pF Nicq 0 70 tf1'1 WASHEP PL. HIPPOP PLATE MIRROR BT BATH TUB (OPT.) W I akin • d . %7" TB TOWEL BAR FL FAN LIGHT D .DRYER } ' El r.JEI�lERIaL NE_ � .•, � ��; 1. BATHROOM WINDOWS MAY BE OMITTED IF REDUIRED ARTIFICIAL 1_16HT AND VENT IS PROVIDED NV 2. ALL BATHROOMS MAY BE REVERSED AND/OR ROTATED IN ANY DIPECTION IN PART 0P IT° ENTIRETY. 3. SEE INDIVIDUAL FLOOR i ELECTRICAL PLAfIS FOP. EXACT BATHROOM LAYOUT A14D HEATING REQUIREMENTS 0124T11 4. GFI RECEPTACLES SHALL BE WIPED SO IF TRIPPED THEY WILL IIOT INTEPFEPE WITH THE REMAINING OUTLET! :Ar[TY ague ON THE SAME CIRCUIT AND LIGHTS WILL REMAIN LIT. 5. SHOWER WALL PPOTECTION WILL EXTEND 6 FT. ABOVE THE RWI FLOOR LEVEL AND SHALL BE OF A FIBERGLAS'_ DP EQUAL MATERIAL. _ I 6. ALL SHOWER, DOORS AND WINDOWS 1N TUB i SHOVER TO BE SAFETI GLAZED, UNLESS MORE THAN bU' ABOVE THE DRAIN. 7. H1'DROMASSAGE BATHTUB£ SHALL 6E SUPPLIED BY A r,Fl CIRCUIT. 9 8. PEQUIRED CLEAR SPACE III FROI4T OF SHOWER TO BE 30' WIDE BY C4• DEEP { 9. PEOUIRED CLEAR SPACE FOP A WATEP CLOSET TO BE 30' MIN. WIDE Q ` 1 IU. REQUIRED CLEAR SPACE 11.1 FRONT OF A LAVATORY OR WATER CLOSET TO BE 21' MIN I f 11. BATH FAN AIJD LI&T MUST BE SWITCHED SEPARATELf. 12. BATHROOM FLOORING MATERIAL SHALL BE WATERPROOF 0Y UN SITE TILE TO BE PROVIDED 13, SEE PG. All FOR PANEL BOX LAYOUT AND CIRCUIT DESIGNATIO145.14. JOINTS WHEPE FIXTURES CONTACT WALL" AND FLOORS HALL BF, FAIILI ED OP f1THEkWI'E MAW WATF.I• TIGHT. TYPICAL BATHROOMS T Yf lI AL BATHP001­1 CLEVATWI.1' I . HINGED SHOWER DOORS MUST OPEN OUTWARD eY. REW 16. WALL TILES AND WALL PAIIELS FOR TUB AI411 SHUWEP AREAS SHAI L BI I EHLIII. FIBF,P I EMLIIT DATE' DWr,IA) A9 I OP GI_AS: MAT r0PSIJM BArrERS DRP/DWP/KL N 11/22/10 °rU P vioav t � REFRPZPAiQp 'RESERVED FOP THE STATC STAMP OF APPP.OVAL' VI h,xxaaa;ELII 921f,-L( pV B2/ �'ysVsa7v6e1a5A 36 V241B301 C24 VC4 V24CV2f 776 xjii liVC 2��Nmm4 V2f]0I V]�DIS, 1 Vl9 .•Vur0a„wCrS➢ 76 �i:t_2Vxf]x 361SxB s1122q i VNL C{/.,�2f`Af,�1 a.'�Yv--y j-'u7 fw0—E1afi•ai"avM!•a cV .ttq2I1 f.ri St 76 ➢t8IB7 0 -IB18 v2A0USt 76 • 24 36 D24 BI S 36 D24 BI2 B18 BID B21 021 J Pool Va470VI V1a 02 le-5 v2470 V76n • -1 6f VP' V PAN ' .. .. c !!�rT 'at - r m 1 12-2 �" v76ta va47o • ' r- cl, -r " I K—4 'wi a nlv.1 r-- ----,^ n to .: G+ —_ _�_ _ IGi _ _n- -L - - _ _--- -__ -- --_-- ----_ __ r 1J trf t et - °�,. t cr - I Craig t tn, I i3� t 12-2 tl V 12-2 \ ct_ " c _ } 12-a �8"3 TYPICAL UPT1811 L---_--__-..., :1 L d Ili 16 ALL Y.ITCHERS e1 12-2 32-2 t I l 2 ....1;2 - m F ICI V rr `• yr I J �v mvc.o,T ncep? c .^-1 1/-2 12-2-_-__-- -W LM YI SINE 61 PALK.k. 7 1 J tr1 1 12-2 4 FT ,. VE24 I' v]01517p VC24 N N 43015 V2470 V2f)0 V3630 -Y3015'V2f]U V2430 V243U V24 V3015. .V]615 I V2430 V2430 V247D r nlr361 VC21 x+ VC2/ A 36 VC2/ A 36 V2a 2430 V301S, 0 �l r' 81 '-1 i- B21 U 812 �Sy i-1 i-) B21 N I BI L�"' B2/ NSB� �� 824 \> SB 36 P� > o H +unr SH 76 ,6 l__. p l- u ~-{ B21 (_I @21 D24 0 2a.�, BI S➢ 36 824 812 A �ryu / rr A 1. 7 > - m a �__ >' IL.__ __ 818). _➢ 824 B2/ = 1i - 18 V]0151 l83t Y2170 V2130 K-y Y-1 l Y-11 K-13 Na-1c , [ ,IQ t Ci i ,G,ir l ,, ,1L if XI i , et cT w _ ?! L' 11_J at f�i (� trl vl x •1r�F;)', ...•it- .Y':y►- 2_a �2 * r ;r..v.• 'I �>�Jt1V�4y7p�'i�ttr�iL-i yW r q 1 - I2-2 - 12-2 T I I2-2 t:x_ iid �� i 12� ro.T .�e�i�;Z•L,',. ' G 14-2 (I 14- L 7 14_2 ID 27. ' 27. 12-2 > ; /- _1I/4_ /�AFr a'F - -__I I"I ti-2l G �r�m rr�rw re.rrrrr.wrs.rrr�w.rr.�..��.n..�.rvr�r.. .r h t 1 al L----^--J L-------� L---^-"1 C. -• T %II - 12-2 - L_�-___,� I S •.Zhi•.'i t 12-2 S 1 1 1 1 i t t 12.1 ENGINEER. THIRD PARTY, GEIJERAL NOTE= 4T10OF McIyY V2f31 V2430 V2430 V3630 v363U I 1. ;TANDAPU GAS PA14GE PECEPTACLE IC 110 VOLT. 20 AMP SEE PG. All FOP ELECT. PANGS gd a se 36 TYPICAL KLTCHEN ELEVATION •}' BI 76 H24 024 027 VC24�b 1e4 S1 76� 024 �+ C24 VOLTAGE AND AMPS } 2. ALL VITCHENS MAY BE REVERSED AND/OR POTATED IN AN( DIRECTION IN PART OP ITS ENTIRETY. 7j// 3. YITCHEII CABINETS MAY BE OMITTED AIIU Pk0V1UEU d INSTALLED DN SITE BY BUILDER M O AND IS SUBJECT TO INSPECTION BY LOCAL BUILDING"CODE OFFICIAL. ^w ❑I 1❑ ❑1 1❑ I> tt 12 f'1 812 a TM „+ 4. KITCHEN CABINET LAYOUTS WILL VARY DEPENUING ON ROOM LAYOUT AND CABINET SIZES D1/24/11 y OL►rJ m > r DESIRED. x ..RIt• __y �~'' I I I I I I 5. AIIY 924 CABINET MAY BE REPLACED WITH A DISHWASHEP OR SPACE FOP AN Oil SITE DISHWASHEP 6. K.ITCHEII VINDOWS MAT BE OMITTED IF REDUIRED LIGHT AND VENTILATION IS PROVIDED. K—14 I!—15 7. STANDARD 30- HIGH UPPER CABINETS MAY BE REPLACED WITH 36. OR 42- HIGH CABINETS. — — 8. STANDARD RANGE HOODS ARE VEI4TED TO THE EXTERIOR USING SOLID DUCTVDRY... ° 9. STANDARD RANGE HOOD FANS TO PROVIDE A14 AIR ,'EXCHANGE EVERY 30 MINUTES 100 r.FM ,e, c+ •• ® MIN. ! R.ECIRCULATIO14 TYPE RANGE HOODS MAY BE USED IF A MINIMUM OF 4Z OF R VENTILATION IS PROVIDED FOR BY MEAIIS Or NATURAL VENT FOR THE AREA 1T IS LOCATED. / TAB PrAA'OP 10. SEE INN DIVIDUAL FLOOR PLANS FOR EXACT Y,ITCHEN LAYOUT. PBRPA'CT/ON ll. ALL KITCHENI RECEPTACLES SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED. 2�CI \ r / ( a ❑ ■ 12. A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH COUNTEPTOP WITH A UNEAF' /YO/�ILCS, INC. LENGTH GREATER THAN 12'. MAXIMUM SPACINGBCTWEEN RECEPTACLES TO BE 48'. 7172 ROUTE 622, MIDDEEDDRD, PA /7842 f,?1 2T 7% t f ;'/ COUNTEP.TOPS ;EPARATEU BY APPLIANCES OR 1,WS SHALL BE r.O11SIDERED SEPEPATE (6701 837-2333 FAr(6701 837-0290 { --jj�le-2 1 1 I% COUNTEPTOPS, AND RECEPTACLES SPACED ACCORDINGLY. v I 27 TOE KICr " I j) 11 14-2 :w 1 m'at T y 131 ,2_ ,rtAtEP 13. SEE PG; All FOP PAI4EL BOX LAYOUT AND CIRCUIT DESIGNATION'.. TYPICAL KITCHENS ` 14. A MINIMUM r,LEAPANCE OF 24' IS PPOVIIIED VERTICALLY AIIOVE THE CODY,INIy APPLIANCE ATr -----------j [21 TOP HAVING E1714EP A LISTED MII_ROWAVC 111STALLED OP A METAL VENTILATING HOOD Or 9'r DnT6 REV, Dvu NO J O p I I APPPOVE11 SHEET METAL INSTALLED PCP r0U(.. DRP/DWP/KLN It/72/10 -I t GFCI - REMOTr DUILI-III r-a_---� HAIN PANEL ' I- VAC SWITCH SVIIEH BONDING 2WI A,D, ISUB-PANEL',!- 1'--1 r--� 125 AMP,7 _ _ 'SPACE PESERVED FOP THE STATE STAMP DF APPROVAL- I 1 HOT , rpLY,T , rLUG EQUIPMENT 1 NO WIPE I I I 1 I j EUUIPMEIITBUS MAIN 1 I I I I AIFD PI / GROUNBUSBAR DING MAIM IIEAR UTRAL O I I I I I BONDED BUSBAP I 1 I I ��/ NEUTRAL - 1 Y BUSBAP •r'' L , 00 { 1 NEUTRAL tWHi) I I CGLD WATER PIPE J "1 if I I w/PIPE GROUND CLAD 1 1 U MOTUP GPOUND tGRNP I I GNO �CONDUCTOP.S'TO BE A `------J L"•- �"'-� ENCLOSED IN CONDUIT TYPICAL AGE TYPICAL WIPING TECJiI4IQUE: GRaul4DelG scPEW�1 Q $ATHTUB WIRING + DI nrnrkAM FOR SUB-PANEL FE�DER� / U METAL BOX �GRO1NpIWi SCREW WALL METAL _ - ISCOIDIECT 125A•_ WALL-.\ __ - - - 20DA SERVICE T- METER AND TBUILpEBASE TYPICAL GROUNDING METHODS OF I4ON-CURPENT YTIJt uCTn, TYPICAL DN SITE HnnV-IIP DETAIL GENEPAL NOTES' 1. ALL ELECTRICAL CONDUCTORS. AND EQUIPMENT SHALL BE LISTED OP. LABELED 81 A NgilU14ALLY RECOGNIZED TESTING LABORATORY AND 111 ELECTPICAL PLAN KEY COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION A14D USE. 0 DUPLEX RECEPT OUFLCT Q OUTLET PDx wr INT.LIGHT FIXTURE 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOP COMPLIANCE WITH THE 2008 N.E.C. 0� SWITCHED RECEPT OUTLET Cj OUTLET BOX w/ EXT.LIGHT FIXTURE PCCESSEO INCANDESCENT LIGHT OAR of uou wt" 3. Ohl-�IiE GARAGES ARE I40T INr_LUDED II4 THE ELECTRICAL LOAD rgLCULATIpNS. ® SURFACE MrD FLUORESCENT LIGHT 4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER, CIRCUITS HAVE BEE14 COMPLETED IN COMPLIANCE WiTH LOCAL EUUIkEMEI4TS. t�t:l WATERPRpO/ Gr,{. �) SPOTLIGHT FIXTURE JBOX IN FLR 5. BUILDER TO SUPPLY AND IN<TALL ALL MATEPIAL NOT PPOVIDELI BY MANUFAf TIJp,ER FQP, COMPLETE ELECTRICAL HOOP-UP: TELEPHONE JAC! rap BSMT ED b. THE MAIN CONNECTORS DISC DNNECT SHALL BE INSTALLED AT A READILY gCCCLSIPLE LOCATION NEAREST TO THE POINT OF ENTRANCE 0 THE �11 CT UISHVASM RLFCCCpT BO1JTLCr Gam' RELE SEG LRlI LIGHT WATERPROOF GFI TA AFC IELEPH31C JACI -WALL PHONE TO•rrlr,NIP SEP.vMAI CI-EPVI•TORS 7. AS PEP M.E.C.H 'D' c+N4x 111201' BELL 7. PANEL BDXE= LOCATED iN BASEMENTS HALL HE FIELD IN"TALLEII_.AND HOUNLEU (III E;(TEPIOF WALLS BY BUILUEP. I IID L• 2411 VULI RECEPT OUTLET ® rATEGWtY 5-IIIICk1ffT b0f AND bLOLY.11tfi FOR IV S. 1 0 3 WIPE. 240V, 200A SERVICE - SERVICE PAIIEL w/ HAIH DISCONNECT UNLESS SPECIFIED OTHERWISE. Nr ',TRIP kCCEPI OUTLET ePHOHE JACI' ml ;ITE PADDLE FAN 9. CIRCUIT BREAKERS ARE 10,000 A/C, ' •-�,S IIffSPON ITS IBT BUILUEP. ® 4R• 'TRIP RECEPT OUTLET - 0 TELEVISION LABLC OUILET 1Q WIRING iS NM-B CABLE w/ GROUND. " 1NRL Bmc `r01K CO DETECTOR - - 11. NM CABLE PASSING 7HRU FRAMING MEMBERS WITHIN 1 1/4. OF THE EDGES SHALL BE PROTECTED WITH 1/16, THiCY. STEEL BUSHINGS. CABLE S, THREE WAAYL SWITICHH T"'-1 L) PHOTO ELECTRIC SNOCE DETECTOR PASSING 7HRU NOTCHES ARE PROTECTED WITH 1/161 THICK STEEL PLATE". , , 2'-D , 2-0 rLUORESCGIT L1GMT fO ICY'"TT I,',,Lm rrr, 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS 140Tr EXCEEDING 54- AND WITHIN 12. OF BOXES OR FITTINGS. 1 =4 FOUR-WAY SWITCH 1 r P I 2'-0' X �'-0 FLUORESCENT CLG MTD SMOKE BETECT12P vssn sot r rrs is auw oY m y1t[ ' L_-J LIGHT �T1014AL Ir IHr 6cAnsr1 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F,F., OTHER RECEPT$ ARE !8• AF.F, UNLESS 'SPECIFIED OTHERWISE. 05 DIMMER SWITCH COMM CO a SMOKE DETECTOR IECD vxot Vl ME 1oT rlwswtn l4. BATH RECEPTACLES. EXTERIOR RECEPTACLES AND ALL RECEPTACLES ERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED. (CI ETEBALL LIGHT sudm nmltr+� J 15. RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. Q 579 FAN/LIGHT L'ONbI11pi10N OPT. ® CENTRAL VAC OUTLET m� 16. THE MINIMUM CLEARANCE BETWEEN LUMINARIES INSTALLED IN CLOTHES CLOSETS AND THE NEAREST POINT OF STORAGE SPACE SHALL BE 6% FANrLIGHF cOMB1NA THI OR U RECESSED TAN LIGHT' Q1 THERMOSTAT r X s"�1 Cb�tY 12- FOR SURFACE MOUNTED INCANDESCENT OR LED WITH A CLOSED LIGHT SOURCE, 6' FOR SURFACE.MOUNTED FLOURESCE14TS OP. RECESSED rl E150 FAN/LIGHT COMBINATTON OPT (j RECESSED LIGHT INCANDESCENT OR LED INSTALLED ON THE WALL ABOVE THE DOOR OR CEILING, JUNCTION BOX 1xz li S13FFIT LIGHT Im A LIOITDIG•ItD acaTArscs 17. EXTERIOR LIGHT BOXES ARE PRE-MIRED. LIGHTS SHALL 8E WATERPROOF AND ARE SHIPPED LOOSE FOP. ptl SITE INSTALLATI011 BY BUILDER. L) RANGE HOOD EXHAUST CAN , G OUTLET B07I - OMIT FIXTURE TIN 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED, • GARBAGE DISPOSAL CO) BULLET LIGHT CJ CIRCUIT NUMBEp tIt-1;a 16(D R 11[a IS 19. BATH FANS, RANGE HOODS. AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. uDv IsuTIT HEAT 20. ADDITIONAL ON SiTE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PEP. STATE CODE, 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CiRCUIT w/ NO INTERVENING WALL SWITCH A14U WIRE IN SERIES. ALL SMOKE DETECTORS ARE MOUNTED PER MANUFACTURERSINCTRUCTIONS AND ARE AC/DC PROTECTED r UNLESS SPECIFIED OTHERWISE 23. ELECTRIC BASEBOARD HEATERS COFFORM TO THE REQUIREMENTS OF AND ARE INSTALLED 114 ACCORDANCE WiTH THE TEMPERATURE PERFORMANCE REQUiREME14TS OF Ut. STANDARDS FOR SAFETY 140. 1042 CIN ELECTRICAL BASEBOARD HEATING, 24. IN BASEMENT MODELS WITHOLIT UPSTAIRS UTILITY. AREAS, APPLIANCES SUCH AS WATER HEATERS. WASHER.$, ACID DRYERS ARE LOCA EI IN BASEMENT AND WIRED ON SITE BY BUILDER. 25. NO MOPE THAN 40 11PEAF:ERS ! OTHER. THAN THOSE PROVIDED FOP 1H THE MA114S ) OF A LIGHTING AND APPLIANCE BRANCH rIRCU1T PAIIEL TYPICAL CIRCUIT PLAN SEE INDIVIDUAL PLAN FOR ACTUAL CIRCUIT LAYOUT BOARD 'SHALL BE INSTALLED IN A14Y 014E CUTOUT BOY. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED t SEE PANEL BARD DIAGRAM FOR SUB-PANEL NOTES -, CIPCUIT BREAKER WIPE LOrATIQH VOLT ( 26. ELECTRICAL WIPIIIG AND BOXES 114 FiRE RATED ASLEMBLIEr TO 8E PPOPEP.LY FIRE 'STOPPED AIID RATED PEP THEIP APPLICATION H� NOTES 1 20A 12-2 SMALL APPLIANT:E 120 A NATIONALLY RECOGNIZED TESTING LABQRATDki A14D INSTALLED PEP. GOVEkI•1114G LOES. j ' 20A 12_2 aara.nim�amt I 27. EATERIOP. RECEPTACLES TO BE TAMPER P.EI,r,TAIIT AND WATF,P P J SHALL ApFL('y4CE 12D m.rryn.ar.rlD•arrr ESI=TAINT IN CTATEC BUILT TO 2IIU1t NEC. ] 2W 12-2 SMALL APPLIANCE 28. LIGHTING FIXTURES AND SMOY.E DETECTOR;.-SHALL FAT BE LOCATED 'OOVIISTREAM• ON A C[RL'UiT FROM a GkOUWD FAULT C1FCUIT� 120 APr, FAULT BPEACEP INTERRUPTER DEVICE. 4 15A 14-2 GENERAL LIGHTS AND RECEPT$ 120 AR �••�'•��••• ; .�. C FAULT BREAKER w. ��• =wr•`w i 29. 125 AMP SUB PANEL i0 BE USED WHEN kEUUIkEU r_Ikr_U[7S AND iHE1R CpPkESPONU114G BREAKERS EXCEED THE MAXIMUM ALLOWEDI 5 IS I4-2 IZD BREAKER SPACES IN THE MAIN PANEL BOARD. SUB PANEL CIRCUITS TO BE GE14ERAL LIGHTING ONLY. 6 15A 14-2 ARE FAULT BREAKER 30. ALL RECEPTACLE SPACING iN HABITABLE P013ME SHALL BE SPACED SO THAT NO POIIIT ALONG THE WALL LINE SHALL HAVE A I 7 120 ARC FAULT BREAKER RECEPTACLE MORE THAII 6'-U' AWAY AND A RECEPTACLE ON EVERY WALL 2'-01 OR LARGER. I5A 14-e 120 J I ARC FAULT BREAKER ¢ 1. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OvEA, 12- TO BE SPACED SO'THAT HO P0114T AL014G THE WALL L11IE r B z"^ 12"2 BATHROOM RECEPT GFl 120 SHALL HAVE A RECEPTACLE MOPE THAN 2'-0- AWAY. 9 20A 12-2 BATHROOM RECEPT rr( 120 , 32. SM13KE DETECTORS SHALL BE INSTALLED IN ALL SLEEP114G ROOMS, OUTSIDE EACH SEPERATE SLEEPIIIG AREA III THE IMMEDIATE VIC114ITY OF 10 20A 14-2 ENGINEEPx THIRD PARTY. OF THE BEDROOMS AND ON EACH STORY OF THE DWELLING • SEE INDIVIDUAL ELECTRICAL PLANS FOP LOCAT1QI45 EXTERIOR GF1 RECEPT,, 120 33. GFCI PROTECTION IS REQUIRED WHEN OUTLETS ARE WITHIN 6•-0. 13F THE OUTSIDE EDGE OF A LAUNDRY. UTILITY, pP VET BAT. SII4r. 11 20A 14-2 EXTEP,IOP GrT RECEPT. 120 34. CARBON MONOXIDE DETECTORS TO BE 114STALLED PEP STATE / LOCAL BUILDINr, CODE. 12 20A 12-2 MICROWAVE �OPTT 35. ALL BEDROOMS OUTLETS APE TO HAVE ARC FAULT CIPCUIT INTERRUPTER'! I 120 13 ISA 14-2 DISHVASHEFjfAP,BACd DISPOSAL 120 �6pFNE{yY ---------- 3 6. ALL BRANCH rIRCUIiS THAT SUPPLY 120-VOLT, rIhIGLE-PHASE,.IS A14D 2U AMPERE OUTLETS ',',',STALLED IN FAMILY P.00lIS, DIMING10M. 14 20A gfeBXL{y_o LIVING ROUN-, PARLORS. LIBRARIES, DENS, BEDPOOMS, SUIIPOOMS: RECREATiONS ROOM!• CLOSETS, HALLWAYS, AND CIMILAP R,ODMS APLAS _ 12-2 vMIPLPOOI TUB `GF1a 12D HALL BE PROTECTED BY A COMBINATION ARC. FAULT CIRCUIT IIITERRUPTEP Is 25A 11/-2 VATER HEpT[p • • 3 37. RECEPTACLES TO BE TAMPER RESISTAHT 240 T 38. PORCHES, DECKS AND BALCONIES THAT ARE AfrESSFBLE FROM INSIDE QF THE DWELLING UNIT AND HAVE A USABLE AREA OF 24 S,F, OP GREATER 16 40A a-3 RANGE 240 sa rzi,.'b r SHALL HAVE AT LEAST DNE P.ELEPTACLE WITHIN THE PERIMETER OF THE BALCONY• DECK plr PORCH, LOCATED NOT MDRF, THAI4 6'-6- ABOVE T14E 17 20A 12-2 WASHER 120 "b eJ�yD `a° SURFACE. 39. A LUMINAIRE WEIGHING MORE THAN `U LBS. SHALL BE SUPPORTED INDEPENDENTLY 13F THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED 19 30A f1J_3 DP.YEP 240 FOR THE MAXIMUM WEIGHT TO BE SUPPORTED. 19 15A 14-2 GENERAL LIGHTS AND RECEPT$ 120 41). AT LEAST OHE PECEPTACLE, IN ADDITION TO ANY PP13VIDED FOP SPECIFIC EQUIPMENT, SHALL BE INSTALLED 1N All ATTACHED GARAGE AREA 2D ARC FAULT BREAKER 01F11111 PROVIDED WITH ELECTRICAL POWER. ALL GARAGE RECEPTACLES INSTALLED TO BE GROUND FAULT INTERRUPTER PROTECTED, II ARC FAULT SPEAKER 41. FiRE BLOCKING, REQUIPED AT OPENINGS APOIJ140 VENTS, PiPES, DUCTS. CABLE: AND WIRES AT r.EILING AI4D FLOOR LEvEL, WITH qI4 APPROVED 21 ARE FAULT BREAKER MATERIAL TO RESIST THE FREE PASZAGE OF FLAME A14D PRODUCTS OF COMBUSTION. 22 2DA 12-2 ELECTRIC HEAT 24n j 42. WHEN MORE THAN iV0 NM TABLES COIITAIhIiNr, TWO pP. MORE CURREIIT CARRYiNr, CONDUCTORS ARE INSTALLED WITHOUT MAiNIIAINIIIIj SPACING 23 / 1771r PMA'oP t BETWEEN THE CABLES (OR PLACED IN THE SAME OPENING) SHALL BE FiPE OP. DRAFT STOPPED US114G THERMAL INSULATION, rpUwtUP SEALING �y/ �r�J��' P���h7oN FOAM, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE ADJUSTED iN ACCORDANCE WITH TABLE E3605.3 24 C!'L 1YO/I '.S, lNr, .43. WHERE SUBJECT TO PHYSICAL DAMAGE. CABLES SHALL BE PROTECTED BY RiGID METAL CONDl117. INTERMEDIATE METAL CONDUIT, ELECTRICAL 25 METTALLiC TUBING. SCHUDULE 80 PVC RIGID NONMETALLIC CONDUIT. OP. 13THEP APPROVED MEANS. WHERE PASSING THROUGH A FLQOP, THE I-ABLE 25 7►7P ROUTE$ze, viooaenuac:PA Y78Iz SHALL BE EIICL13SED III RIGID METAL CONDIJIT, IIITEPMEDIATE METAL CONDUIT, ELECTRICAL METALLIC TUBING. SCHEDULE AD PVC, RIGID 2, (570)837-1333 PAN(570)837-0290 NONMETTALLIC CONDUIT OR OTHEP APPROVED MEANS EXTENDING I40T LEA: THAN SIX INCHES ABOVE THE FLOUR. 44. LAMPHOLOEkS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF THE WEATHEP.Pk00r TYPE. ' 29 15A 14-2 G[NEPAI. LIGHTS a+0 Prr,EPTS 12D Artr FAULT DREAKEP MASTER ELECTRICAL PLAN ' 29 15A 14-2 GEItCRAL LIbMTS A14D RECEPTS 120 ARC FALLT BREAY.EP Br' DATE. P[Vr pWG• 125A ;11B-FEED - 12-r 'PATE.'. 24 MAXIM.M POLES ' GENERAL LIGHTINIT CIRCUIT p1yY ' DRP/DWP/KLN 11/22/10 rsaawes®sa __ e 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' PANEL BOt LOCATION MAY VARY 14-2 B-3 PANEL BOIL LOCATION 1N BASEHEIITWP�`d 1 r6 �-----�,_-__ OF BASEMENT MODELS----I 1 wt J ' __C_ j !• 14-2 1q_2 DB •10-2 U1 T I _12_2 I i I CIO) 1 �s l 12-2•�) - /I� ci e 1 � I. WUAAAANi �` I I OPT. cv OPT. 1 I I I I I LT. - 1 �^ C li I I I------� OPT. rL •�. L(1 I I I I 12-2 I i t• , LT. I 11 I-- ----------� - - -- 1 - - •,• sD L '• � i� 1 r------� i I • I 1 --___U U \ SD ' I S7 S] f 1 $ ] Te01 1. 1 1 -T------- ----- --------------- -----_-_-_-_T-_-_--- --- s so so �- , SDI I 1�4-12 I _i.etL t14�-12 I 1 ! ' 1 ••~\ I =; `-. I •\ t l'J 1 r_-- �1+1 l L__- WHEN PECPT., APE INSTALLED T----,.r_-SL` 1 IN OPTIONALGARAGES THEY I I ! I �^ ILL --------- i------J 1 i i _ SHALL BE Gr1 PROTEI'TED I I L t ' TOT- - - I I----- -----------L N r IBSN1. li] I --F{' I __ - L1 z•. ]Di .1L 11 STAIPS rr'-r I �1-mil OLT OPT. I I `1.4 AND LIGHTS FIILRT GAMY E i 1 IL I j�� BE ITTED FOR FAIL R -, I I 1 Lj I I I 14-2 _ 11--_-_- I,! WHEN SWITCHED REGEp7 I I I111 ' 1 I i 1! \` I. US By 11 LL- 1 DB 1 .W-7- (V1J I I VP wt TYPICAL WIRING DIAGRAM SEE INDIVIDUAL FLUOR PLAN FDR EXACT WIRING. INDIVIDUAL WIRING DIAGRAMS AVAILADLE 1 I T • , NOTE `^II�T I.- NOTE r! 6}— ~ 1 vP yr 1 I UI 0. GrI 1 ' � ovrADeneo uR.lmsorema • WIPE TO DE STUBDED TKW FLOOD rop BASEMENT IIISTALLATIDNOF SHORE DEIECTDP f -{ S,F--• :.EE F'aGE Ail FOF PANEL LA'/OUT A14D I:IRLU.11 DESIGNATION """"Z"jO�"""• t OPTIONAL RAISE RANCH ENTR't s� w�iw�...rw.•••ww�•wwrw� (WITH AND WITHOUT RECESSED ENTRY, .��r•�^�' EAT. WALL ENGIIEEPP THIPD PARTY, r-MI6~' SHEATHII Ir I i•.. ALUML GROUND OF y -TRAP.PUN FULL 3/R'.3'LAG °CPEV OP �,�T�oSol 1 T. P. SIDING. SELF TAPING SCPEV WITH • a ,m 2 PER MLR,FP.OlIT STAP WASHER. IHRU `I L REAP ON SITE i. ON SITE ALLDL 31011tr. GPDIRlOItJr STRAP I - v 3/B'r3' LAG'CREW OR u ��� I I I 1• - _ SELr TAPING SCREW w/ L1J- I N 1 �'-'�f-'--' STAR WASHED, iHRU SIDING AND GROUNDING :TRAP D124)11 IN 1 (V) L-1 ,• ALUM. -CUN10111G STP.AP�r.ON T.) I I i' THA'P£AA'OP r � PPRFd'CJYON -Jr ALUMINUM SIDING GROUNDING DETAIL .ffOiffES, f V • / _ 7172 ROUTE 522. YIDDL£DURC, PA 17542 (570)837-2333 FAX(570)837-0290 MASTER ELECTRICAL PLAN DY! DATA REV• DVG IRk DRP/DWP/KLN 11/22/10 A 12 i ( €'1 `4�, 'F.ESCRVED FOP THE SlalT Or APFPOVAL' , ��-- nib CT( � 1 /kti I'' IBOOW 1 1 o 75OWCi € . T 2ND ` 12-2 IDDOV FLR 18DOv t, _9-3 r----\r N q ELECT.DRIIP 1 ICJ i T TT �I U �� L - $y`,► -- 1 l ------- --- •J l r �•-/ { 21 ).T UIIIT 'B' aRT•D• . T -___-_-_ --_--_J� o � S. ________ � ___ I SDI ________--_ - JDDa_IN iLR_ V \•.� 12-2 1 / _•�--r4--� /12-2 1 To 1ST-- --- -- - -- -;� -- e^ -—1900W---- - - -- '--1 - - -- - -- - -w -i FOP DSMi SD 1 t 1 I�2J .CsO t 1 _ .� 1 - - SD - ----- ---- ----- - - -- — - — - — - ----- - -- -- --- --- - - -- - + - ELEC. DROPS 01I 12-2 - - -- ---- _ - IT —Ifo ' \SD ITy ' 1 4_ - L j0 1 I `--�5J i - L___i__ -\ --------- _ I 1 06 -t`-}g_C---j--- of ��,.• 5 1 1 II'4 O3 t Loll? 'C' r.ri y 1 - / 1 f UNIT 'A' I 1 1 1'I n------------------J ' '.��.. �I 9 $D L I af" 0 �------------------- --- T+ 1_V! _ I I ----- 1300v IffwW cI Ir) 21)DOW _ I80OV \-•� TiPI+:AL `_E+_DIJG STDR'i ELE+_TF'ICtiL 1;1v TYPICAL CAPE ° IST C•TORY [IF ' STORY ELECTRICAL ; 1�12-2 � 1 � O2 I 11 12-2 II i vT {I 12--2 16 Le / 1 t.-7 14-3 11 iJ I 0rF�(10A3 € 112-2 1 (C8j I �) —11 - •1ii�... i Ip`@ ,`':u / (lg _ FOP L SPACE BDARD LOCATION T) =1-------L___ �.�^'• yyTT t rpP CRAVE SPACE MODELS I vAao l 1{J ,r 7A2---1 1 12-2 w ru Jon w �1`� 12_- I r i7.2" -'� CI r- I•� rsnr sD rip spsr ■ID . �� 2 (L •�s-�• 4 S3SoIT1 1 rt r f r I €T)Sa St tt21 `" i_ CLEL.CRAPS i' , "CLCL.Mr-. - MAIN Mr Im1A■1 .---- 12, (sc1J Soli ' �' tt 7 tD �12-2 ■4rMr.h�llr■ I € t241 ..... •-1 j 12-2 € •� `4 I �1.1 IL j R^e T m.11..0. zro9 J 1251 __..1� 10-2 14-2 1,� 1 I 1 14-2 e■r.r�.r..w..��. . 11-2 ITI I 1 1 171 ----------- .• I / I . I 1 I - I I � •1 EHGINEFJ>• TMIPD PANTY. TYPICAL APPLIA110E A14D MECHANICAL EQUIPMENT LOCATIONS IN CRAWL MODEL: t._ _----J 1 1250W `�i 1 aL."W amm 1 I250V ^ 7Iyt) (ql�sA '`b DeetbD OI rat i TYPICAL DUPLEX ELECTRICAL Otrmil GEIIERAL NOTES i r"PEAK DP z 1. THE ABOVE ELECTRICAL PLAN IS SHOWN AS A TYPICAL LAYOUT ONLY, SEE INDIVIDUAL PLANS FOP ACTUAL LAYOUT. A,,I- Pd'RRBCT/DA' 2. FOR ADDITIONAL NOTES, DETAILS AND TYPICAL CIPCUIT SCHEDULE, SEE PAGES A9 THPIJ Al2. p "J/ LA' I/VG: 3. HEATER `SIZES SHOWH ARE FOP ILLUSTRATION PURPOSES ONLY. HEAT LOSS CALCULATIONS WILL BE COMPLETED FOR EACH INDIVIDUAL FLOOP PLAN tiS' FOR ADDITIONAL HEATING NOTES AND HEAT LOSS INFORMATION. SEE PAGES A44 - A45. 7172 RODrd 622, ATIDDLITRIARC, PA 17842 4. ELECTRIC CIRCUIT LEAD FOR UNIT 'C' TO BE RIJN IN THE CEILING TO _-PLIT WITH LABELED AMP CONNECTORS FOP OH SITE C►g{NNECTION TO LIVE (670)837-2333 PAX(570)837-0200 LABELED AMP CIRCUITS AND OIILEDTORS IN WITH 4t1ITn• LONGOCOIL v!TY.INITHEUIT SECOND STORY FLDOR UNIT rJ015TBFOP ON ED SITE�OMPLETIO€WN A EINLBASEHEIJTJ 1J1TIT 'D TYPICAL HEATING AND ELECTRICAL 5. A WALL SWITCH 10 CONTROL LIGHTII•IG OIITLF.TC rOP. INTEPIOP STAIRWAYS SHALL BE PP.OVIDED AT EACH rL00P LEVEL WIICRL• STAIPWAY. D'ii DAIL• REV. Dv0 NO HAVE SIX OR MORE RISER. � DRP/DWP/KEN 11/22/10 Al 3 .411111 PI UUEXII 11, hl'rF HOME_, IIIC. WILL Dd'TALL AND OF PP,O`.IDE UUrTWpPY A` Ill 1.6IItLD ON THIS PAGE SPACE RESEEVEU FlD uu .un1. Siam OF AIr1+DVF 1'1 -HALL BE THL RESPONSIBILITY OF THE BUILDER TO C014TACT A QUALIFIED HVAC C014TNACTOP TO SIZE DUCTWORK PER EACH 11•IDIVIDUAL FLOOR PLA14 AND PROVIDE APEX WITH THAT INFORMATIC14 IF DUCT SIZES OTHER THAN WHAT IS SHOW14 ARE DESIRED. WHEN APEX HOMES, INC., PROVIDES THE FURNACE. AN 114DIVIDIJAL PLAN WILL BE DESIGNED AND 111CLUDED AS PEP A14 HVAC PLAN DESIGNEP. SEE INDIVIDUAL PLAN FOR ACTUAL LAYOUT, GENERAL NOTES 1 1, SEE FURNACE INSTALLATIC14 INSTRUCTIONS AND EQUIPMEIIT MANUAL FOR SPECIFICATIONS. / 2. ALL GAS OR FUEL LINES TO BE INSTALLED ON SITE BY OTHERS BY A QUALIFIED HVAC CONTRACTOR., /} 3. FLUE PIPE TO BE INSTALLED ON SITE BY OTHERS. 4. DUCT CROSS OVER AND RETUR14S AIP SUPPLY IN BASEMENTS TO BE INSTALLED ON SITE BY OTHERS. 5, INSULATION WITH A MINIMUM THICKNESS OF 1 112' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATION WITH A MINIMUM THICKNESS OF 2' SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONEb SqACE 7, A LEVEL WORKING SPACE AT LEAST 30' DEEP AND 30• WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE ANIAPPLIANCE. B. CATEGORY IV CONDENSING APPLIANCES APE REQUIRED TO BE EQUIPPED WITH AN AUXILIARY DRAIN PAN UNLESS THE APPLIANCE WILL JHUT DOWN IN THE EVENT OF A STOPPAGE 1N THE CONDENSATE DRAINAGE SYSTEM. ! 9. DUCT CONNECTIONS TO FLANGES OF AIP. DISTRIBU17ION SYSTEM EOUIPME14T OR SHEET METAL FITTINGS SHALL BE MEr•HANICALLY FASTENED. MECHANICAL FASTENERS FOP USE WITH FLEXIBLE, NONMETALLIC AIP DUCTS SHALL COMPLY WITH UL IBIB AND SHALL BE MARKED 1819-C• f f I 1 f FLOOP PEGIsrEP LOOT NO. I.Or +0' ANGLE PEGI'TEP BOOT 140. 59 CENTER END PE::I'TEP BOOT f f l f 1 I _LL 1 DIN iIAIf.mfm_• F OVAL DUCT TO a w a SUPPLY 2ND FLOOD 2 cy P r C3 1L FLOOP REGISTEP BOOT —, 6' FLEY DUCT,-` NO, 60C 90' ANGLE u u REGISTER. DUCT ENG1tEER THIRD PARTY, 140, 59 CENTER EI4D RESISTER. BOOT �— 6,18 rRM—OVER S TE STALL D —� —� . 1QOF NEIyI,q, 7 I_ w IT I i—II— T:, o 3 lllllll �Illh ,. OPT ROVER s y;y VENT II I_ 01PEC1 VENT -I GAS FURNACE CRAWL SPACE BASEMENT MODEL 01124111 5 5 a • � F. W s a a � � TH!PSAA'OR I xt a ? ® ..,ofpE r PLRF'SClIOA' ffoiff 'S, INC. 7172 ROUTE SLY, MIDDLEBURG. PA 17842 t (570)e37-2333 IA.0(970)837-02e0 HVAC SHEET rDRPIDWP/KLN DATE, REV, D 11/22/10 I "PACE RESERVED IUM IHL HAIL LIAMP OF APPVU.IAL I ' OVAL DUCT TO SUPPLY 211D FLOOR HOO 17..' I n t 1 u 1 q I n I y1F. ti 01= 4x10, 4x12 2x1B FLOOR REGISTERS -- - --- ---� --- --- ----------r-- ITTaID 16x16 RETURN AIR GRILL i .. i 6 1E1' ❑SD INSTALLED ! _— --- F=?c:a:::::::i - ------'�--- - - J - - 1 \\ I 1 1 1 N I ❑ 1 --- ----------------- -- --------------------- ------------ — — — 6'x42' ❑SD SHIP L❑❑St 1 1 I I L I L-----------------------J_—________ ------------- ACE ; I I • pC[ i 1 PAII , 1 I -------------- ----r-- --------------------------------------- ,—NO-- -- -------------t-------r-- 6 •.12' MD INSTALLED , L— -----------------,--1--_ `-----__----- ----I--------------_ __-- --1-- ------ , ------j-- I 1 v urt m rlae AV tV1n[IStM I II6' 'TAPTIIII, LULLAV 1 II `t(G� —r' PEGI'TEP BOOI TAPE I AND STPAP FLE I 171'aa �1, :Rr[aw TO BOOT' : f OLLAP: SEE JI I m.ratt..r riNarYl._ MECHANICAL EQUIPMENT MAI4UAL I t�`tR. ` `. �:.�..•t 6' FLEX DUCT TRUNK 64D TO E14D .� �•i' .te nun anrte i ENGINEER, 7NtR0 PARTY- Of NElyr oi WHEN REQUESTED. APEX HOME.,, INC. WILL INSTALL ANG/OP. PROVIDE DUCTWORK. AS PRESCRIBED ON THi.. PAGE. IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO CONTACT A QUALIFIED HVAC r_ONTPArTOP TO SIZF DUCTWORK PER EACH 114DIVIDUAL FLOOR PLAN AND PPOVIDE APEX WITH THAT INFORMATION IF DUCT SIZES f OTHER. THAN WHAT IS SHOWN ARE DESIRED. 01124/11 WHEN APEX HOMES, INC_. PROVIDES THE FURNACE. AN INDIVIDUAL PLAN WILL BE DESIGNED A14D INCLUDED AS PER AN HVAC PLAN DESIGNER. SEE INDIVIDUAL PLAN FOP ACTUAL LAYOUT. GENERAL NOTES' 1 1. SEE FURNACE INSTALLATION INSTRUCTIONS AND EOUIPME14T MANUAL FOR SPECIFICATIONS. TRUNK LINE TO CROSSOVER ® rvrArIfIr Ar 2. ALL GAS OR FUEL LINES TO BE INSTALLED ON SITE BY OTHERS BY A QUALIFIED HVAC CONTRACTOR. / Jr�rt*r PdR/1CT/oN 3. FLUE PIPE TO BE INSTALLED ON SITE BY OTHERS. i IMAMS, INC. 9. DUCT CROSS OVER AND RETURNS AIR SUPPLY IN BASEMENTS TO BE INSTALLED ON SITE BY OTHERS. I Ins RoUrE 522. /uDDLSBURc, PA T7@42 5. INSULATION WITH A MINIMUM THICKNESS OF l 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE (570)837-2333 FAX(670)937-0rao OF A CONDITIONED SPACE. INSULATION6. A MINIMUM THICKNESS SHALL 7, A LEVELWORKINGSP CET LEAST30' DEEP AND30B INSTALLED SUPPLY A CONDITIONED WIDE BE PROVIDED FRONT or THE COIJTROL SIDET13 SERVICEA4 APPLIANCE. HVAC SHEET B. CATEGORY IV CONDENSING APPLIANCES ARE REOUIRED TO BE EOUIPPED WITH AN AUXILIARY DRAIN PAN U14LESS THE APPLIANCE WILL SHUT DOWN IN THE EVENT OF A STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM, 8n DATE, REV, DVGto O. DUCT CONNECTIONS TIT FI ANI 7 OF AIR DISTRIBUITION ^'/STEM FrillIPMENI OR SHEET METAL FI111Nti2 glAI I MF MECHANICALLY FASTEIa�D. DRP/OWP/KLN 11/22/10 Al A 1 MECHANICAL FA=71_NI I• AID a.1. WITH FLEXIBLE, IIONMI:IAII a AIP DUCT; .HALL COMPLY Willi Ill PIII' „IH- .IIAI_L BE MARKED I131H-I: r 1 il 'ICAL F0 1111 LI( I U 1.1 HOLDDOW1 .1 11 L I , ,I L'-,: ft'7,E 6'r:71. TOP PLATE 'PE1EPvED FOP THE :TAIL-.IAHP Or APPPIJ104 ...... L 1-3 c--ou'r S—[)TVJ ,UL D 0 CE ITER GIRDEP 3/8*PARGE L C SEE DETAIL ABOVE BELOW GRAVE --IFIC DRACEWALL 0 P (SEE HOUSE SPEI WATER PROOF STEEL PIPE , SHEARWALL PAGE FOR REQUIRED LOCATIO1,1'..- —G' CHU CHU 4' Cam', A CONS. COVE— STAD14RJ USP 'STAMR-1 EXP. J13INT Ire'.8'x0' STL. R W17H FRF, 4' CONC. DIA R.B. AS REWD EDGE INSTALLATION CORNER INSTALLATION As (2) FULL LENGTH 2x STUDS (3) FULL LENGTH 2x STUDS r EXT SHEETING EXI SHEETING CONT. CONS, F.OUTI.J 6 MIL. V3, V � FOOTERS VARY - FOOTERS VARY EXT. WALL INT. COL. FOR TVD STORY INT. PIER. *9 ALL FOOTERS SHALL EXTEND BELOW FROST LINE TYPICAL FOOTING DETAIL STAD14RJ NAILIND L STAD14RJ NAIIINGM 38-16d SINKER 3B-16d SINKER TR*TD SILL PLATE TRTD SILL PLATE -1: METAL WASHERST. MIN, REW LENGTH 2 E19fe • X .9 L 4 -MIN REBAR LENGTH LENGTH USP TDX14 HOLDDOWN LENGTBEDMH +IRNT' INSTALLATION MIN. 8' CONCRETE As Mr STEM WALL y HOOKED PLATE EYE L PIN (4) FULL LE14GTH 2x SPF 92 STUDS (_,e TYPES OF SILL ANCHORS! BUT NOT LIMITED TO THE ABOVE IOX14 FASTENING: (4) V BOLTS SEE INDIVIDUAL TO BUILT UP TTUD COLUMN FLMP PLAN 1.25* ANCHOP BOLT tO FGOTEP 116 PEW (OPE° AT POD L(IrATIGH' USE HEAV'il HE HEAD IIIJT Tj 07, ki Ia I. 14 111 1 WIFIG '�ECTIQIJ FOP OPT T OP T I MOP PEPIMETEP- sj-LrVL 13P , :FLIT LEVEL�� 4j SPLIT LEVEL -T'z Al 4 D L'­ iplb SILL PLATE- PIA PFBAP W IIVEPLAP WIEIIITAJII-,HBP in - WIPE 1 0 HOLD III H ArF IJIIIIL POUPED f 4"v NPINDATIOW WALL IPED C014CPETE OP t P Am w/rIJLL POLIP I:UPC 14111 .14, I:OJb.PFTE- t I-Ul 11 114b E Tt-Mill. I IEUME14r I. IN I L14i[p Or rDUjEp 'J J I'l r 140TL'. I.I J• I L 8' 1-011CREIE BLOLY P -1)* ABOVE FINI:AILD ILA',ILP PEQUIPED WITH IU-W 14AA1141JM IF BALF FILL EXCEEDS 5' RAVIC 11 CONDITIONS AND/OR PER LOCAL CODE REQUIREMENTS, 2 CRAWL. BI-LEVEL SPACE FOUNDATION REQUIRE.. A MINIMUM 111'x24' ACCESS' OPENING Fall VENTILATION I S11, FT, FOP EVERY 150 SO.,FT. Or FLOOR AREA ( IF USING CLASS I VAPOR RETARDER, CAN BE I SO. FT. FOR EVERY 1,500 SO. FT. Or AREA CAPE OR PER LOCAL CODE, PROVIDED By CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEW OR LdjVEPS. MINIMUM CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18'. TWO FAMILY A-2 3. WINDOWS OR VENTS ( INSTALLED By OTHERS ) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE TWO S3TORY VENTILATION AND SHALL BE LOCATED AS CLOSE TO THE CORNERS AS POSSIBLE. 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED, CHECK LOCAL CODE REQUIREMENTS SEE INDIVIDUAL rLMR PLAN 5. PERIMETER BEAM (REQUIREMENTS, ) IS ATTACHED 713 THE SILL PLATE WITH 16d NAILS AT 6, B.C. i UNLESS NOTED OTHERWISE ENG51NE11b THIRD PAPTY, 6. FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR ON SHE BY OTHERS. 7, APEX HOMES, INC. WILL NOT ASSUME ANY-RESPONSIBILITY IF THE COLUMN SPACING INSTALLED BY OTHERS EXCEEDS THE I ------------ ---- r---- ---------------1 112' DIA. of N�E MAXIMUM SPANS SHOWN ON THE INDIVIDUAL FOUNDATION PLAN LAYOUT PROVIDED. B. THE LOCATION OF THE WASHER„ DRYER, WATER HEATER AND/OR FURNACE IF IN THE BASEMENT IS TO BE INSTALLED ON �--TNIS WALL FOP LAG SCREW SITE BY OTHERS PER LOCAL BUILDING CUBE REQUIREMENTS. n I I I 1 SIDE BY SIDS 9. THE ANCHOR BOLTS SHALL BE PLACED SO AS NOT TO INTERFERE WITH ANY FLOOP JOISTS. DUPLEX M=L SEPARAT MY 1 Dk TEII*NT 140'N 10. SIZES SHOWN ON THE INDIVIDUAL FOUNDATION PLAN REFLECT WOOD TO WOOD DIMENSIONS OF THE UNITS ALLOWING THE _C1 SHEATHING AND SIDING TO OVERHANG THE FOUNDATION WALL. IF 3/4' FOAM INSULATION IS USED, INCREASE THE FPO14T VIEW FOUNDATION IN LENGTH AND WIDTH BY 1 112' TO MAINTAIN THE PROPER OVERHANG. THIS APPLIES TO ALL PLAN HO 11. ON SITE INSULATION IN THE FLOORS OR ON THE FOUNDATION WALLS AS REQUIRED T13 BE THE iUILDEP / DEALER DEL!. MIN. DISTANCE 112' THICK CDLIJM14 RESPONSIBILITY AND IS TO BE COMPLETED IN ACC13RDNACE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. FROM EDGE a : 'TOP PLATE 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE PERIMETER / FLOOP JOISTS IS THE BUILDER / DEALEP > (TYP.) 061117112 RESPONSIBILITY AND IS TO BE COMPLETED IN ACCCIRDNACE WITH ALL STATE AND LOCAL CODE PEOUIREMENTs. SEE CHART TYR iYP. typ, TYR ANY DETAILS SHOWN ARE SUGGESTIVE ONLY. = m I I I I I I 11 1. 13. A SMOKE DETECTOR SHALL BE LOCATED AT THE BOTTOM or THE STAIRS AND IT PROVIDED AND INSTALL ED BY THE BUILDER / DEALER / OTHERS. THE COIL WIRE FOR THE SMOKE DETECTOR IS INSTALLED BY APEX HOMES, INC. SEE INDIVIDUAL PLAN FOR LOCATION ). ALL SMOKE DETECTORS SHALL BE INTERCON14ECTED AND WILL ACTIVATE ALL DETECTORS WHEN ANY ONE DETECTOR IS ACTIVATED. _,00z PE ArRFrcT1,7,v 14, FOUNDATION DRAWINGS ARE FOP REFERENCE ONLY. ACTUAL FOUNDATION PLA14 MUST BE DESIGNED AND PROVIDED BY A L---------- J L---- --------_-jl HOLE FOP 1/2,DIA. LAG SCREW PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT IF REQUIRED BY LOCAL BUILDING CODE OFFICIAL. ____ -----_____ L HolffEs, Mc. 15. INDIVIDUAL FOUNDATION PLANS SHALL INCLUDE THE LOADING FOR IN7ERIIIR COLUMNS / PIERS FOR PROPEP DESIG14 RANCH 7072 AgurE 622. 1119PLEDURC. PA f7842 OF FOUNDATION BY OTHERS. SEC NOTE �, I& ALL MORTAR SHALL BE TYPE 'M' OP 'S' FOP ALL MASONRY. TOP VIEW (570)837-2333 fAX(570)837-0290 17. REFER TO INDIVIDUAL FLOOP PLANS FOR LOCATIONS Or ADDIT1014AL REGUIPED BASEMENT SUPPORTS rap POINT DP CONCENTRATED LOADS ( INDICATED BY AN ASTERISK (9) -A P I- TYPICAL FOUNDATIONS LWO_FAMIL1 T'i'PICAL COLUMN DETAIL By, DATC- EV- TV_Q-:,-TD—rY DRP/DWP/KLN I 1 1/22/10 A 1 I - 'RESEPVEI/FOR THE STATE SIAID'17 APKIMAL' SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAID ----------------- 1 -------------- --- ------------L-r---^------� j I = TWO FAMILY 1 t I 1 ti r--I r I J I 1 1 I 1 0 1 I❑I I 1 r-•1 r-1 r L-J L_J II I p 1 I O N I❑1 I 1 I I - j L-+ L_J :SEE NOTES SEE NOTES SEE NOTESI ; a ; iSEE NOTES SEE NOTES SEE NOTESi SEE INDIVIDUAL FLOOR PLAN " I ------------------------------ 1 1 ----- J I IL-----------_J'-i-----------J r------------------------------J jl l I I 1 --^---------------------------- EL I I i I o 1 17 i3 1 IJ I I I 1 IN I'T i I I j ---------------------•-J I------------------------------T i I _---_---- ----_-.__------- ---- I 1 1 I I I ':V,24'CMr.t'MIMLE 'TORT, I I I ; 30'r30'CCTIC.(TWO STORT, 1 I I , 2�•�2�'CAD'.TSIIIrAE ;ICP.T• FDOTEP. 31rS I 1 COIC.-TWC ZTCPT! I FCCTEP W/ r STEEL Ifi'a16'BLCCT I 1 :EE INDIVIDUAL FLOOP PLAID DEA COUNT PIEP FOP CRAWL 1 I SPACEr[ ; 1 ------- — - ----_ 1 I I 1 i Ll MUTE; SEE MOTE= '_LI' NUTE_ SEE 140TES SEE MOTE: 1 1 1 I I 1 I 1 BE]/ _ NIT I I 1 1 I I I , 1 L. -..__________-f_ -- ..1..,. :.__-_--^_..!•-1______________..�J 1 J 1 5 r--! r-•I r-•1 r-Y r I I _ _ I It 1 L 11 1 I.,1 I TUI I❑1 IL 1 ^ :EE UJU11IbUAL FLOOP PLAN I ; i SEE NOTES °.EE 1101E'_ SEE NOTE° SEE NOTES SEE 110TE4 I l uu teupr IT,IZ:STmul 1 a , 1 1 I I 1 I 1 � W I ti r-1 r-1 r-1 I O N ILO I IUI 1❑1 I I 1 L_J _J L-J L_J y I ENGINEER. THIRD PARM SEE NOTES SEE NOTES SEE NOTE: I SEE NOTES SEE NOTES i 1 1 ; I 1 O¢NEW? i I , I q,�R•,ag9tW�y_O� . I 1 1 ?V I 1 N I ------------------------------------------------------------J {t `01124/11 ' 77/d PdAd OF / 11 p 1. Pd.4/'dLT/ON GENERAL NOTE 1 7,7:Hsi d/DD,ae ec. PA 178�2 1. SEE PAGE A50 FOR CALCULATIOIJS MANUAL INDEX FOP MAXIMUM SPANS:2. REFER TO INDIVIDUAL FLOOR PLANS FOR LOCATIONS OF ADDITIONAL REQUIRED BASEMENT SUPPORTS FOP POINT OP (670) 837-2335 fAX(670)637-0290 CONCENTRATED LOADS k INDICATED BY AN ASTER1Sh, (op �. 3. SEE PAGE AIS FOP. ADDITIONAL NOTES AND INFORMATION. TYPICAL FOUNDATIONS BY, DATE' REV, DWG NO DRP/DWP/KLN 11/22/10 I) 1 tCE PG 1-34 141PILt A L G F' }i •iPALE P.ESEP/ED FOP THE STATE STAW Or wppri.... SEE PQ A74 DETAILS C 2.5 TNRU 12 12 I I —�2S THRU 12 r12 2.5 THRtI 12I Jy I I 12'"IN !-�+ I I 7/r �♦ I 1 i I I /r! •°'4 XIT.RANGE NGOD t 11 I fr .,♦ RAT"EXHAUST OUTLET 1 1 I I 1 I 2•IMIN.OH 1 I I I ° AIR FLOW I 1 I 2'-0•MAX.QH F Ij 2'MILL OIL < 1 H i AIR FLOP i i 1 ME PG.A34 DETAILS A t G 11 2'-0'MAX ON,.F _ I 1 I 7YP RANGE HOOD j . 1 I ° Min 'I I 1 I I a 1 t BATH E%HAUST� KITCHEN RAJiGE IUD EXHAUST OUTLET _ SEE PG.1135 DETAIL N I I 1Y I B'-5•HUL RO j I I I.-If,HIM.RO I o I CLOTIES VRYER - _ __ _ _.: ,' _ _ _ _ ___ - _ _ __ __- _ ___ _ •_}_ _ __ _ __ __ B'MIN 1 I I �,��• BTM OF JOISTS LP 1 i i i. i. 1 EON SITE SE LIICATIQI SSEE PGS A44EE 1TM SCHEDULE I I -_- -__-____ BY FACTORY I•..�I T� �����%m��� I lQX(FIELD) . FLOOR PERIMETER INSULATION ON SITE BY I BT BUILDER 1 1-- ------ -- IT FACTORY I BALDER IF BASEMENT WALL IS INSULATED j I SEE INDIVIDUAL FLOOR PLANS I o ` ♦ / FLOOR PCRIIE7ER INSULATION W SITE BY By BUILDER FOR ACTUA ESL.AND WIND 1 I I FLOOR INSULATION ON SITE BY BUILDER W I �° 1 - BUILDER IF BASEMENT WALL IS ULCLLATED 2X8 TREATED SILL PLATE ZmE REF TO CALLS.MANUAL I 76•NIN. OPTIONAL. INSTALLATION BY MIINIFACTUM 1 = FOR AC7UA11 MAXIMUM CANTILEVER 1 I (OR) 26go GALV.TERMITE SHIELD R�2 INSULATION m)SITE BY BUILDER W u1y.y.1 I i IF BASEMENT VALE 1S NOT INSULATED I I CAULK I 11 �' OPTIONAL INSTALLATION!BY MANUFACTURER v/7 1/2.011 INSIDE 714.ON OUTSIDE (FIELD)� j IF BASEMENT WALL IS NOT INSULATED tiN 1 1 1 i I FOUHDATI@I WALL Wo 1 1 I I I �• ANCHOR BOLT I/2• 17• (15'EMBEDMENT IN FOUNDATION WALL) 1 1/2'CONC.PAPGING COVEP I�I I• I - I I �„ 1 N a 4'CONE.SEA/V/ V/ BITUMINOUS COATING "I _••-fin., - ,.r 6x6 WIPE MESH 1.I 'I I•I II nlx Mai )B i =-iJ0.P0.)[TN.LCIE 4• P[RFWATCD DPAIN TILE - \ fHICPEH:LAP�RIDEP fj+AvCt BED `LANDU4i:UPPOPT: _44 up COMTIIIL'ar TIF', PANCIA 1_PI1�_, SECTIO14 L 1 B4' MIN.IAREAT PEDUIPIN6 I I—LEVEL \✓]11i R LEVEL ❑P ''PLIT I I A1.LI9 It TECH EOUIP RP NISIA°AIIOH By BUILDEo OI CITE W I — FLIJ:H FP❑IJT I LEVEL CAIITI EV P I I FIE:SI,1•VICINIir I 1 W11ONL III;TALlaTIOH Bi 14AIX/FACTUN[P 1 I 1 0 1, "IN .�_ 1 1 26 CA,GALS TEfHITE 'HIJLD iLWi I I ^V/3 I/2'OVERIfANG l)1 1 IDE FLUW LINE' I _ I_Z.H HA.AII.I,SILL i I I AICNOP BOLT Id2' -1-' 7/4 OVEPHANG 04 OUTSI __ LINE , n, p— I RAZE i 1 115•EMBEDREIIT IN FOUNDATION WALL)- I / 16'.16'CONE;PIEP Pt SEE PG.A15 DETAIL R CCE INDIVIDUAL FLOW PLAN'-"I 1 o v 15 m FOP ACTUAL 61.AND WIND I f ZONC REFER TO LALCS 11AHAIPL OVA R BAR POLYETHYLENE LAN0114i 1 17 NAI4AlnImlil 1 VAPOR BARRIER - COVEPV/BITUMINOUS FOp ACTUAL.INX110M CAMTILCVEiq 1 AZ 4•GRAVEL BED COATING SEE M A74 DETAIL F 1, I 1 COME.FTG / l2•.24'x2•SINGLE STIDtr 1 I w—ft—.. I2'x 4 7D•. 2 STORY 1 I �"'a'•'r�^^•__•r^•x� _•��r BRAIN TILE I 1 1 I I SEE PQ AI5 I SEE Pr A15 --64 BAR CONTINUOUS jSEC P4 A74 DETAIL B ENGINCE16 THIRD PARTY, I _ ♦ t TYP QRAWL SPACE CROSS S°I TI❑N �' ~ `` ♦I -- s I ALL FOOTINGS SHALL BE BELOW FROST LINE ! 4�pF P1$Kr CRAWL SPACE VENTILATION SHALL.BE PROVIDED IN THE AMOUNT O'NET FREE AREA ED 1/150 O'F SPACE AREA: L I d VENTS SHALL BE LOCATED AS[LE TO TO THE FOUNDATION CORMERS I 1 I AS PRACTICAL,AND MAY BE PROVIDED WITH MANUALLY OPERATED LOUVERS, S TWN 12� 1 I o SEC P4 A34.LIETAIL C ��A glBi9a 6� I 012M11 AIR FLOW TA9'P"A'OP GENERAL NOTE �. " ./zP�'�I. P6RP6Cl/ON I. 8'-9• HIGH CEILING HAY REQUIRE EAVE OVERHANGS AND RAFTER EXTENSI13NS TO BE SHIPPED LOOSE AND INSTALLED � � AfOJIf—R151, , ON SITE BY OTHERS, INC USE OF 8'-9' HIGH CEILING SHALL DEPEND ON ACTUAL MODEL LAYOI•IT AND MAY REOUIPE A 717E ROOT6 522. HIABL90UR0, PA 1784R RAFTER ROOF SYSTEM DUE TO MAXIMUM ALLOWED TRUSS ROOF HEIGHT FOP SHIPPING. (570)997-230.7 PAX(670)837-0290 2. SEE PAGE AIB FOR ADDITIONAL NOTES AND INFORMATION. TYP. CATHEDRAL CP❑SS SECTION TYPICAL CROSS SECTIONS Br. 1>ArC, REV' DWG,0 n DRP/DWP/KLN 11/22/10 n 1 7 _ 'PESEP%ED FLIP THE STATE STAMP Or APPRBVW.• .•-. i i �• _ SEE P4 A33 DETAILS P t L It r' SCE P4�TAIL L ) I 1 1 1 1 1 tYP 1 I - I I I 1 6. 1 ! 1 ¢ FLOOR PERIMETER INSULATION all SITE BY BUILDER IF BASEMENT PALL ARE INSULATED 1 = l Q FLPTIO 1 _ M INSULATION ON SITE BY BUILDER OR ION I I i I 1 OWIL INSTALLAT BT MANUFACTUP.ER C AULY. IF BASEMENT WALL ARE IIOT INSULATED 0 SITE - f TYP, iN LIN -SPLIT LFVFT- rgpSS SECTln. - -258 TREATED SILL PLATE ANCHOR BOLT 1/2'117' I 1 S I I 26 GA GALV.TERMITE SHIELD (15'EMBEDMENT IN FMAIDATION WALL) V/3 1/2'ON INSIDE 3/4'CH OUTSIDE I 1 A I I FINISH GRACC- ]1r2'MIN DIA STL COL,r REFER TO 1 rOUNDATIOI PG,AID rep FASTENING TO I I x FTC,a FLA GIRDER) WC*COLT,PAIGING COVER-B 1 u1111HIHWS CQATING 4 4•CONS.SLAB W/ 1 I E Kr -6.6 WIRE MESH I t I m I e111 IP-hlC4 DRAIN IILI - I P0.YETHYLE! f rQI111V. III IA .. MIN VAPpT BARPICP -INTO U1IUIS HIV,rN,U -A'UPAVEL DED 1 DA BAP r•1Dlllla DUC.-+•! :OIL•TYP.1 - --12'F24*.24'COO..FDOIING iLP INSULATION- :1 iE.BY BUILDER OR OPTIONAL IIISIALLAIIOA BY HAMUFA[TINCP ter• / 12 T'IP, '-PLfT LEVEL GPM n- -FrTiON I = HAIIFAII UIPPLIEU L 1110ALLED ON SITE v: )1••2•MAX PPOAI.710N 1-H 1 II:PAI NOTE I1410:IAIPWELL,TIP, SEE Pr, A)5 Id1AU f >EE Fq A35 UEIAII u 19 SEE Pry A)g OElall" I. v* ipt,la I,I,ILIHG MAI YLU111RE EAVE OVEP.HAHG; AND PAFILP EXTENSIOIIS TO BE :HIPPED LOOSE AUD INSTALLED 4-8HIN Po D11 ",111 it, IIIIIERS� U1*E:Ilr 8'-9• HIGH r_EILUIG 1.HALL IJEPFIJU ON ACTUAL MODEL LAYOUT AHD HA. REQUIRE A r PAr TF 4' 141111 %Y TEM fMJF 111 MAxIMI,IM ALLOWED TRIJS: POOr RELIGHT: FOP -HIPPING.. 1N _7-­,"," ___ --_ -c. FLUUk INWLAIION MAY BL '•RIPPED LOOSE FOR 011 SITE INJIALLATION OR PROVIDED BY 07HEk5 ( SEE I ` --`--- -------- - t A faFb 011m PGS. A44-A45 FOR SPECIFICATIONS ? * m = � ( i Al1AA1.1AIm14WI 3. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS WINTER WAPH SIDE. -___. rtR t CLG PERIMETER IN:uLA71mt t_-- �QAwwrr .q..�.i 4.-IF UNITS TO BE ERECTED IN A GROUND SHOW ZOITE OF 40 PSF OR LESS. ROOF TRUSSES MAY BE SPACED AT 24' O.0 INSTALLATION n IIAM)A[TIDtER �, 3 S. 7/16. OSB ( STANDARD ) 6 19/32' OSB ( OPTIONAL •+ _ y �rr�,...r...�A.r■��.I = m rrrrarranA,.rr..ni.a r 6. ANY ADDITIONAL SHp!(E DETECTORS IN BASEMENT MUST BE INSTALLED PEP STATE AND LOCAL bU1LU114G CODES. � s�:�...�rr■�.�. • ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ACTIVATE 1F iT OP ANY OTHER DETECTOR r .�■DOE: OFF. 7. ANY OPT. EXTERIOR SHEATHiIIG MUST COMPLY WiTH STATE AND LOCAL BUILDING CORES. A S. ALL OPENINGS IN BASEMENT MAS014AP,Y WALLS SHALL HAVE A.PPE CAST LINTEL TOP ON SITE: s rL�PERIMETER INSULATION ON SITE BY 9. FOR GRADE 6 SPECIES OF INTERIOR AND EXTEP113P BEARING, STUDS. SEE PG A48 FOP CALCULATIONS INDEX: , e FLEURP. IF BASEfIINSEIIT LATI ARC INSULATED 36 MtN ENGIIEEP THIRD PARTY, 10. LIFTING TEMPORARY 2x4 DEAD HEN INSTALLED AT 48. O.C. IN ALL MARRIAGE WALL OPEtIIIaGS GREATER THAN 4-1- FOR BUIL; (UR)>ip IMslaArlw a SITE BY DUILDEP GR \' LIFTING STRENGTH. OPTIONAL INSTALLAilm1 tf MANUFACTUP O 11. THE SWING OF A 110OR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. IF BAsc1EMr WALL ARE NOT 1NUFAC7U 12. INTERIOR. FINISH SHALL BE CLASS r, OR BETTER., s . ty ATED 13. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD. JOISTS SUPPORTING ONE STORY FINISHED GRA -OF DS 2a8 TREATED SILL PLATE g1rAPB11u BEARING PART[TIOFIS WHICH ARE PARALLEL TO THE JOISTS ARC TO BE DOUBLED AND NAILED TOGETHER �I ANCHOR BOLT I/2 al7 - - ___-'-` AT WiTH I0d (OR EQUAL) NAILS AT 32. O.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING EV. 15 EMBEDMENT IN rOUNDATION WALL) • e ARE TO BE BLOCKED AT 32• MAX. 14. ROOFS DESIGNED AT 25, 40. 60, 80, OR 100 PSF LIVE LOAD A: PEP LOCATION OF HOME x REFER TO THE APPROPRIATE INTERNATIONAL RESIDENTIAL CODE PEP STATE. 15. STAIR HANDRAILS TO BE 34' MIN. - 38- MAX' MEASURED VERTICALLY FRON THE NOSING OF THE TREADS. 16. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS ON SITE BY BUILDEP / OTHERS. GUARDS TO.BE EITHEP a 3O112' MIK DII`A SYL fCOI F11 CEN HGTOO 1 I SOLID HALL OR OPEN WITH INTERMEDIATE RAILS OR BALUSTERS PER STATE AND LOCAL BUILDRG CODE=. u 8` Fir.t TIO GIRDER) 01?M11 17. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT 13F 8 1/4• AND A MINIMUM TREAD DEPTH OF 9' 4 0' 36•MIN OR MAXIMUM RISER HEIGHT OF 7 3/4• AND A MINIMUM TREAD DEPTH OF ID', PENDING STATE BUILDING CODE REQUIREMENTS. 10. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SIIALLEeT 4'COW.SLAB v/ BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR. SHALL NOT EXCEED THE 72 C a•OURSE CHU y/ 6.6 WIRE MESH , �rON� SMALLEST BT MORE THAN 3/8'. t SOLID CAP 19. EXIT STAIRS IN A TWO FAMILY DWELLING SHALL BE ENCLOSED BY A I-HOUR FIRE RATED ASSEMBLi. I ..20. SEE PAGES A44 AND A45 FOP INSULATION REQUIREMENTS AND SPECIFICATIONS. 4•PERLATED DRAIN TILE n \ floff�'.S; ING: I+ 21. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEll SIDES `6ML Poii[TNiLt)a r 717t RC!/76 att• afDDadOURG, PA melt OF STAIRS LI LANDINGS 18' OR MORE ABOVE ADJACEIIT FLOOR P, AT WINDOW(S) ON STAIRS OR LANDING SHALL vAPut iMRI[P (67of B07-tJJ.t FAX(670)a97-oleo HAVE A RAILING WITH GUARDS) BELOW RAILING THRU WHICH A 4' SPHERE CAW NOT PASS THROUGH. 14 BAR CONTINUOUS -� GRAVEL BEu 22. WIDTH BETWEEN HANDRAIL OR HANDRAIL 6 WALL 32' MIN. L 1 1/2' MIN. CLEARANCE HANDRAIL TO WALL.23. 'TYVEK' OR EQUAL INFILTRATION BARRIER SHALL BE INSTALLED ON ALL EXTERIORTYPICAL CROSS SECTIONS WALLS. A WEATHER RESISTIVE i BAPPIEP Pilom Rrt1 rrr n,ilf llii.'e IYP. TWO �Tf1PY rRpc^ cFrrinnl I Dri DA16 REV. DWG to � DRP/DWP/KLN Tt/ZZ/1O ! 1 (;1 SEE BETAILI C-1 . A' N��//� PG. A22 / t^J IDW VENT STANDARD MPTIORAL GABLE END VENT) 7 1 SIZE.SPECIES AND GRADE OF MEMBERS-HOWII UN—.-,, i � t OVER ASPHALT Qtl FIBERGLASS'CLASS T•)SHIHtiLCS r------i 123511 TSB FELT TYPICAL CROSS ORCAL ARE IONSTVPICAL. 1 \ I� SEE PG. x SECTION SPECIFIC 111faR ; `; `•.�\r MANUAL INDEX A SPECIFIC IIIF LAHL QI ACCORDING TO ACTUAL FLOIR PLAN 1 I � CABLE ENO VENT OPTIMAL 1 SIZE,SPECIES AND GRADE OF MEMREPS SHOWN ON TYPICAL CROSS.SECTION AVE TYPICAL:.SEE PG.A50 FIR CALCULATIONS RIDGE VENT STANDARDi l � MANUAL INDEX rCR SPECIFIC INFTRWITIM ACCORDING TO ACTUAL FLOOR PLAN L-------J 12 2A4 SPr STUD 1 2r RIDGE BEAM CEILING JOISTS `\ , 1NSUL RETAINER INSTALLED AT 21.O.C. s-12 �BETVE"EN FRAMING FOR AIR :PACE R-30 INSULATION WITH VAPOR BARRIER SEE DETAIL C-2 (R-38 OR R 411 13PTIUNAL > r % PIS, A22 , I lOWARO CONDITIOIEp SPACE INSTALLCD BY W L R �1 SE NOTE 92 BELOW I I -.•7/1V Mb tS7D) i _ 1/Z'OR 9/8•r,YPSUM CEILING IOARO •1�-SEE DETAIL C-3 . -l12•.00 5/8'GYPSUM WALL BIRD- -\\ 1 _ PG. A22 r (@i SITE BY OTHERS 1 2H SPF STUD OR 1 2.6 SPF S7UD At �i 16•G.C.ISTD) I I I V HIM"AIR SPACE REWIRED PER p 2. STUD SPF /- `T I VEHTtLATI@N VIA A1@ INSIRAII@1 PCTAINER EDGE tff IIOAlER VHCH INSTALLED °� Y.NEC WALL TD 1 'Uf• INSTALLED BETWEEN RArTCRS'EVERY OTHER RAFTER, OVER STAIRS u ALIGN WITH JOIST I I f . I I W AIM RAFTER I i \ p I I / I KNEE WALL1(SiWS TO I LATERAL BRACING HfD'0.}_ 1 ••`«� /—SEE DETAIL C-4 0.R19 ALUMIIAM FLASHING- ALIGN WITH JOISTS L AT MIDPOINT FDP UNITS PG. A22 �•UNDER-IDIIIWSNSN0.£S ® RAFTERS> OVfP 13-9' VIDE I `••\fit. A I 1/2, BOLTS WITH WASHERS AT 48•QC. 4a8 SHEET Or 1LSJ8 INSTALLED I �1 r '� �—EAVES FLASHING STPIP Or MINERAL 1/2'NOMINAL DS➢.32/16 SPtW RATING I NOT REWIP.ED FOR 2 MEMBER GIRDER m 2•-0•EACH EITE O'WIT lNG PALL j I J� SURFACED ROLL P.�' TO EXTEND TO OR 1/2'AGENCY RATED ` , 1 t SITE 1lKTALLED BT QTHCAS ) 6tl HAIL'OR[GAOL 4T 6'TIC. 1 I �\ 2,-0,` A POINT 2T'MlK IuilOE TIE INTERIOR PLYWOOD GUSSET PLATES 1 ' SHIP LOUSE MR SHEATHING i 1 `a WALL LINE(ICE SHIELD) TO SIDE OF RAFTER I MIfL RD B•-3•,23•-B' VIDE) 2'-0' i I 1 .- 8'-Il',2T-0• V(DE) c nc NEE I/2'DIA B T I 9'-2'(27'-6• WIDE) - 1 --` - - - - - - f0-A MIx &E lilb•L tL Or V32• i' i RSLEEfAICMIST IFW?�p T�E111NI iH. THAN THE BOLT DIAMETER �� I 1 SEE PAGES A34 AliQ A35 r AIR FLOW AIR FLOV�' 101-0'HIT&I5'-9•"Axe ID•-D•HIK I5'-9'VAX 5/8'tOO 1/2')4 1/2'WOOD[IIIFRESSiQN STRtP OVER ALL DEMING WALLS FLOOR/CEILING JOIST AT 16'QG NOMINAL THICKNESS OF DRYWALL SEE PG ASO FOR CALCULATIONS WEATHER RESISTANT BARRIEP MANUAL INDEX FAIT SPECIFIC INFORMATION EXTERIOR SIDING 1/2• 13R S/Br GYP. DD. CLASS •C• INTERIOR FINISH ACCORDING TO ACTUAL FLOOR FLAK �S 1.A/A VINYL OR ALUMINUM(UN➢ACKED) R-30 INSULATION WITH VAPOR MR 3 2.519,TI-11(OPT) (R-39 OR P.-49 OPTIONAL) 1 WOOD SIOtm TOWARD CONDITIONED SPACE -21 INSULATION(STD)OR EXTERIDP HEADER AT WHIDOW °� R-19 INSULATION(OOT)OR SEE PG ASO FOR CALCLLATOOIS VIIT33 IMS LATI BARTER TOWARD ACCetDIM i ACTUAL MANUAL INDEX FOR IFIFLOOR PL Mil@! CO(D1TIC ED SPACE ;P EXTERIOR SHEATHING 1 1.=8.SHEATHING tSTD, 2.S/8•PLYWOOD 7 I-11(aPT) 3.1/2'R-MAX(OPTa [19,32*AGENCY RATED STIRD-I-FLOOR 4.314'STYROFDAH(CPT,-, RID 2W O.C.OR BETTER SIZE MAY VARY Lit INSULATION GN SITC BY GUILDER /2�•OC. 2.A/ OO 1P 2.fi STUD WALL AT 1IVTICHAL INSTALLATION BY HAHUFACTUREP ( SEC 2.6CAL S.INDEX PG Aso FOR IHFG i R-21 111SULATtON WITH VAPOR BARRIER TOWARD CONDITIONED SPACE f11 ammvnn.vnamnn v.nnmmmvmvmnvv a v c n a nn n v o m v_vav a m DOUBLC 6AHO JOISTS tSKX2 10 MATCH nwt3wMlAts+,sx rlim cl>�moN or FLOOR JOIST WITH SPLICES �Rr��s�rAqmlt.ssq.nrr�■ j� �j1 ----�Di-__ TEMP.FLOOR JOISTS SIZES STAGGERED A8'HININDn------------- -_____________-_____-------,-_-_--_____- --_-_---- 218 7PEATEU SILL RATE z FLOOR JOIST S 4•(J3NCRETC SLAB WITH ` ON SITE BY BUILDER) SEE PG ASO FOR CALCULATI@IS 6•A6• RID WIRE MESH 5ct ll - MANUALD T AcLi`LP L _ I - 26 GA.GALVANIZED TEPMITC FH[ELUINGO � � AN. 3 1/2 OIL INSIDE. 3/4•Ox OUTSIDE 7 IA11OP 1LIZ 2 'lib-EMbEbMEMN - NIARaTETHYLEE �"'�'�"'•�wKr m VAPOR BARRICP IOW 11V CONCRETE PAGING ENGOEER, THIRD PARTY, . BE COVER WITH➢ITtRMNOUS COATINGcY Ix IXRWTB➢1 WAL L'}:-{�IIRAIN TILE CRAWL SPACE r �CIP NEiy am SITE BY OTTERS ) z SEE FOUHDATIOH PG AIs I _ b •0. W =rl� ;i � (� 00 CONTIMIME 4; 8 -� � Ro A➢076O 6'� t J- X GRAVEL BED E�s,cc���IIttUUCCII..�� f 6124t71 F Iflll= . II�� i�_lu • =� //�B—z- .400,��++ TNB PJOGT'47P ® -,ozp iil� Pl'RP!'LT/ON HOWES, I1VG: GENERAL NOTE �i 7172 ROUrJT 32Z, AUD=BURG.PA 1`7e42 1. ALL COWSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE PEP.IMETEP / FLOOR JOISTS iS THE BUILDEP / DEALEP ( (570)837-2333 FAX(570)837-0290 RESPONSIBILITY AND IS TO BE COMPLETED IN ACCORDA14CE WITH ALL STATE AIJD LOCAL CODE REQUIREMENTS. ANY DETAILS SHOWN ARE SUGGESTIVE ONLY, 2. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY, ACTUAL FOUNDATION PLAW MUST BE DESIGNED AND PROVIDED BY A i GARAGE/CAPE CROSS SECTION PROFESSIONAL ENGINEER. OR REGISTERED ARCHITECT IF REQUIRED BY LOCAL BUILDING CODE OFFICIAL. 3. SIZE, SPECIES AIJD GP.ADE OF HEMBEPS SHOWN ON CPOSS SECTION ARE TYPICAL. SEE PG. ASO FOP I-ALCULATIONS MANUAL INDEX FOP. SPECIFIC INFORMATION ACCORDING TO ACTUAL. FLOOR PLAN. Br, DALE- REW DWG la 4. THE EATERIOR WALL ENVELOPE SHALL BE PROVIDED WITH A WEATHER RESISTANT BARP.IEP PER CODE. KLN 11/22/1D Al 9. 1 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' I � - 1 :'IFr .. - SEE FLOW I� SEE GENERAL IVIE SS SELOV SEE GENERAL TOTE-5 BELOW , r G. 0 `\ DOG SEE GENERAL NOTE 15 BELOW SEE GErQUL NOTE 0 BELOW -SEE GENERAL`OTE 15,ELOV TOP CEILING GIRDER SIZE PEP NME - :EE GENERAL-ROTE 15 BELOW - _ FPUI'JT ELEVATIQIJ /—PANELLZED. %IIE COMPLETED cET EHO -NED DORMEP vEHr IDPr., 4 BOX CAPE CROP q '7 EF TION 12 f , ` Z5 THRU EI RZR N a O F 0 1 f. ' L 12DS/8' 0 F•ANELIZED CHED DOPMER IN--TALLATIOII PP.00EDIJRE- FLk. 1. AFTER MODULES HAVE BEEN SET TIGHTLY TOGETHER ON THE FOUNDATION WALL AND ARE PP.DPERLi SECURED. RAISE NI,A AL N AurNrmmN®N THE CAPE RAFTER AND INSTALL THE KNEE WALLS AS SHOWN ON THE RAFTER DETAILS INCLUDED WITH WARRANTY PACKSS,, LOCWERATED L0[ATED 1N THE KITCHEN SINY. � �� 1 2T AND PLUMB THE EXTERIOR REAR WALL AND THE END WALL.`,: .I INSTALL THE CEILING JOISTS AT 40' O.C. f THIS IS TEMPORARY SPACING SIDE ELEVATION .IA....�.....�...", . 4. INSTALL TEMPORARY DEADMEN AT 48' O.C. AT 5' OFF THE CE14TEP. BEAP,ING WALL LOCATION. S. DUE TO SHIPPING, CEILING GIRDER MAY NOT BE INSTALLED. IF CEILING GIRDER IS NOT INSTALLED AT THE FACTORY, IT MUST BE INSTALLED 014 SITE BY OTHERS TO EACH SIDE OF. THE RIDGE SUPPORT WALL f SEE PG. A19 FOR CLARITY AND PANELIZED. SITE COMPLETED �NEU DOFr•IEF— INDIVIDUAL FLOOR PLAID AND RAFTER. DETAIL-' FOR EXACT LOCATIONS AND SIZE' REQUIRED - INSTALL FLUSH TO THE i BOTTOM.OF THE WALL AND SET ON TDP OF THE CEILING JOISTS AND ABOVE SUPPORTS LOCATIONS. CEILING GIRDER WILL BE INSTALLED WITH THE WALL, SET ON TOP DF THE rEILING JOIST. ENGINEER,UPPORT WALL WITH THE CEILING GIRDER ATTACHED T❑ IT TP 6. INSTALL RIDGE , ONO OF THE CEILING JOISTS AND OVER THIRD PARTY. INTERIOR BEARING WALL LOCATION, PLUMB AND SECURE PER. PLANS. i 7. INSTALL TEMPORARY SUPPORT POST^ AT BEARING LOCATIONS UNDER CEILING GIRDER UNTIL THE CAPE AREA IS FINISHED I AND PERMANENT SUPPORT POSTS CAN BE INSTALLED.- �pFNEW S. FLIP UPPER HINGED CAPE RODE RAFTER A11D SECURE TO RIDGE SUPPORT WALL PEP PLAINS.' �'� � 9. SET AND PLUMB THE CENTER BEARING WALL AND GABLE END WALLC, KEEP DEAD MAN SUPPORTS IN PLACE AT CLEAR ;PAN tw ® 9dp UNTIL CEILING GIRDER HAS BEEN INSTALLED, 10. INSTALL THE REMAINING CEILING JOISTS AT IRS O.C. AIJD ADDITIONAL CEILING GIRDER BEAPIIIG BLOCK° PEP PLANS, 11. INSTALL THE GIRDER ASSEMBLY IN STRICT ACCORDAIICE WITH THE DRAWINGS. ALL-FASTENING PROCEDURES OF THE ASSEMBLY ARE VERY CRITICAL. 12..INSTALL AND SECURE SHED DORMER ROOF RAFTERS ACCORDING TO 1, PLANS. ! G 13. CLOSE-IN WEATHERPROOF ? UNIT BY COMPLETING SHEATHING, INSTALL WINDOWS, SIDIFIG, FLASHING; POOFING. ETC, 14. COMPLETE INSULATING, INSTALL INTERIOR PARTITIOIN WALLS. ROUGH WIRE, PLUMBING, HEATING, ETC. JI 01FtM11 15. FINISH DRYWALL WORY., PAINTING, INSTALL INTEP.IDP, DOORS AND TRIM, CARPET, ELECTRICAL, ETC. GENERAL IVOTE-- I I. EXTERIOR LIGHTS ARE SHIPPED LOOSE FOP ON SITE INSTALLATION BY OTHERS INTO PRE-WIRED BOXES. r \, 2. ALL WINDOWS, DOORS AND / OR. SHUTTERS , AND ANY OPTIONAL ITEM SUCH AS GRILLES, TRIM. LINEAL-', ETC. , LOCATIONS �� Tar PAAd or MAY VARY ACCORDING TO INDIVIDUAL FLOOR PLANS. pL,v PS"117/01 3. BOTTOM ROW OF ABLE IS SHIPPED LOOSE ARE ONLITED INSTALLATLON BY OTHER-'. pp IA A7.5,, INC. 4. SIDING ON THE GABLE ENDS OF THE UNITS ARE N SHIPPED LOOSE FOR ON SITE INSTAL LATIDH BY OTHERS, I 7172 RGUTJr 522, YIDDLEDURC, PA ►7842 5. SIZE, SPECIE-' AND GRADE OF MEMBERS -'MOWN ON CP.OSf SECTION ARE TYPICAL. SEE PG. A49 FOR CALCULATION I ! MANUAL INDEX FOR SPECIFIC INFORMATION ACCORDING TO ACTUAL FLOOR PLAN. (670)877-23Ja PAX(670)RJ7-02901I 6. OPTIONAL RUNT. S MAY SHIPPED LOOSE IN ONE PIECE. ;HER DORW5,. ETC ARE SHIRRED LOOSE AS PAWITE B VALES OR REAP El_EVATIO!I CAPE W/SHED DORMER CROSS-SECTION A MODULAR UNIT. ALL ADDITIONAL 013SE 14 ONE PIECE. WINDOWS, ETC, APE HI BE INSTALLED ON 417E BY OTHCF°. 7. HANDRAILS. STOOPS, EXTERIOR STAIRS. DOWN SPROUTS AND SPLASH BLOCY.S ARE TO BE PROVIDED AND IISTALLED BY Gr OTHERS IN ACCORDANCE WITH STATE AND LOCAL BIIILDING CODES, DWG ND DRP/DWP/KLN DAt 1/22/10 REV, AZ V I PIDGE VENT—.,, T 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' l ^(SEE PG A50 FOP CALLS I °� i INDEX FOP FASTE111mG. 1 FASTEN PLATE 10 MAIN POOr FPAMIIUi � 1 I V/(2) 19x3' WOOD 'CPEWZ INTO EACH +,\1 INTERSECTING FRAMING MEMBER . HI 11 It 11 III ATTACH VALLEY RAFTERS TO III II II III PLATES W/(2) 18x3' TOE t t 111 li 11 111 SCREWS EACH RAFTER 23511 ASPHALT OP FIBEPGLASS (CLASS F)SHINGLES OVER 151 FELT- 2x6 \ III Ill 111 •11 � �f 7116'LLD(STD) ` 19/32'DID(0,T) /` '�.`4 12 �'' 2x6 / �..•*. 'I 2x6 =� C(\t !SEE PG A50 FORCALCS ` 9-12 INDEX FOR FASTENING) �r"' `� `� IHSULAi ION P.ETAINEP. INSTALLED INSVLATIgII BY gTHERS-•t III II t BETWEEN FRAMING FOR AIR SPACE 11 2842 11 ' I SEE MOTE 19 BELOW II II - 1'MIN.AIP SPADE i1 1j SEE DORMER CALCULATIONS SEE CHART THIS PAGE AND `FOP REWIRED HUMBER DORMER HEADER. CALLS.BOOKLET -- - f (SEE PG A50 FOP CALL$ j1 qF 1gt"IS AND RAFTERS ` INDEX FOR FASTENING) IK II EACH SIDE OF DORMER 1/2'OR 5/9'GYP. BD. / 11 II ry ON WALL 6 CEILING k ON SITE BY OTHERS i I MEADEP DVEP STAIRS i 1 c 2x STUD SPF 1 � KNEE WALL STUD TO K{ •� 1 ,n j ALIGN WITH JOIST I I \f. fl IHi II i� AND RAFTER i •\^ff _ il� N II II 111 PARTITION AT LATERAL BRALING REQ'D. OTHER!' in I 1 1 1 ON SITE @Y 7HEP.S'. AT MIDPOINT FOP UNITS 1 � mo OVER 13c-9'VIDE : 1 IIIS1AATl0N NY OTHERS 1 _ ��\. TYFICAL DORMER DETAIL. II 11 I I NOTE • DORMER HEADER SIZE TO BE DETERMINED UTILIZING r (SEE PG A50 FOR CALCS DMIKER.HEADER AND REACTION CALCULATIONS SECTION 21 11 II I MIN.RO 6'-3't23'-8'VIDE) 6 ` DORMERS OVEP 16'-V IN WIDTH WILL REQUIRE 1 /—REFER TO PG A3B I (, INDEX FOR FASTENING) 1 1 I 8'-2' Z7'-S' WIDE) 11 .I 1 I 1 0•_2• ce7•-6• WIDE) ,�^ f I CALCULATIONS PENDING HQME DESIGN REQUIREMENTS. '( I tI SEE IIDTE aroaoa000cama--aa--ba-aa.avaoaako- a -P.-30 INSULATION V/ vAPrg+ BARRIER TOWARD' F13R ADDITIONAL P.EWIPEMENTS SEE 1 SEE P CALCULATIONS MANUAL PAGES A34 AND A3 t. ) 10' `I/2' [fR 5/B' GYP. B0.CLASS •C' INTERIOR FINISH - ,AIR I0'-0'HIM.I5•-9•MAx FLOW CALCULATION MA14UAL :�ECTI❑N #21 ID'-D'Nlta IS'-9'/ML DORMER HEADERS AND REACTIONS 9-12/12 CAFE ROOF SYSTEMMHEADER GRAND SNOW LOAD LENGTH 40 PSF 60 PSF 80 PSF 100 PSF 120 PSF 2 FT. (2)2x4 SPF 02 (2)2x4 SPF D2 .(2)2x4 SPF D2 (2)2x4 SPF 12 (2)2x4 SPF 12 I 350 LB. 490 LB. 630 LB. 770 LB. 910 LB,. (2)2x6 SPF q2 (2)2r6 SPF 12 (2)2x6 SPF 42 (2)2x6 SPF 12 (2)2x8 SPF 42 4 FT. (2A 1/2'x5 1/2' LVL 700 LB. 980 LB. 1260 LB. ►540 LB. 1920 ILL (2)2x6 SPF 12 (2)2x8 SPF 12 (2)2r10 ^PF 12 (2)2xI0 SPF 12 12» 1/2'x7 1/4• LVL 6 FT, t2:I 1/2'x5 1/2' LVL (2)1 1/2'x5 1/2' LVL (2)1 1/2'4 1/2' LVL (3)I 1/2'x5 1/2' LVL 1050 LB, 1470 LB, 1890 L& 2310 LB. 2730 LB. (2)2x10 SPF 12 TEN 1/2'x7 1/4' LVL (2)1 1/2-x7 1/4' LVL (2)I 1/2•x7 I/4' LVL (2)1 1/2'x9.1/4' LVL 8 FT. (2)1 1/21:,S I/2' LVL 0A 1/21x5 I/2' LVL (4)1 1/2'x5 1/2' LVL (4)1 1/2'x5 1/2' LVL (3)1 1/2'0 I/4' LVL 1400 LB, 1960 L& 2520 L& 3080 LB,. 3640 L& NEW 1RI MAM (2)1 1/2':(7 1/4• LVL (2)1 I/2-N9 1/4• LVL (2)1 1/2'r9 1/4• LVL (2)1 1/2'x4 m 1/4' LVL (2)1 1/2' 9 I/4• LVL 1 r fr1"ma r 10 FT. (4)1 1/2'x5 1/2' LVL (3)1 I/2'x7 1/4' LVL (3)1 1/2'x7 1/4' LVL 0)1 l/2'r.7 1/4' LVL (4)1 1/2'x7 1/4• LVL ra r�.+•�,�rlr�,x��•�„•,�r 1750 L8. 2450 LB. 3150 LB, 3850 LB. 4550 L.B. A-s P.EFERENCES: EWA E30-96, APA ENGINEERED WOOD f_ONSTPUCTION GUIDE TABLE B24 (2)1 t/2'x9 1/4' LVL (2)1 1/2'x9 1/4' LVL (34 1/2•x9 1/4' LVL (3)1 1/2'x9 1/4' LVL (3)1 1/2•41 1/4' LVL t� 12 FT. (3)1 1/2'i7 114' LVL (4)1 1/2'�7 1/4' LVL (4)1 1/2'),9 1/4' LVL TYPICAL DORMER NOTES 2100 LB. 2940 LB. 37811 LB. 4620 LB. 5460 LB. (2)l 1/2'A9 114' LVL (3)t 1/2'x9 1/4' LVL (2)1 1/2'rll 1/4• LVL t3A l/2'xll 1/4' LVL (3)1 1/2'311 114• LVL )NEE% THIRD PAPTY, 1. PROVIDE CONNECTOR FROM DOP.MEP HEADER TO DQkMEP GIP.DEP FOP LISTED LOAD. 14 FT. (4)1 I/2'•7 1/4' LVL (4)I I/2'x9 1/4' LVL 2. DORMER COLLAR TIE SIZE, SPECIES AND GRADE TO BE THE SAME AS TYPICAL PAFTEP/TP.USS, 2450 LA.; 3430 LB. 4410 L& 5390 3. DORMER GIRDER PLY NUMBER TO BE DETERMINED BY THE IIUNBER OF TYPICAL P.AFTEP'/ TRUSSES THAT ARE CUT OR REMOVED: L& 6370 L&(3)1 1/2•r.9 1/4• LVL (3)1 1/2'rll 1/4' LVL (3)1 1/2'xll 1/4' LVL (2)1 1/2'rl4' LVL (3>I 1/2'r14• LVL SEpFNtty FOR EACH RAFTER / TRUS" THAT IS CUT'OR REMOVED, ONE DORMER GIRDER PLY MUST BE ADDED. ALWAYS ROUND UP TO All EVEN NUMBER, THEN DIVIDE BY TWO TO DETEP,MI E NUMBER OF PLIES FOR DORMER GIRDERS AT EACH END OF THE DORMEP HEADER, [16 FT. � 6Dt (-0» !/2'x9 I/4' LVL (4)1 I/2'rll 1/4• LVL EXAMPLE + 3 RAFTERS ARE CUT. ROUND TI TO 4 AND THEN DIVIDE M 2: EADER.OP.E, THE DORMER GIRDER, WOULD BE 2 PLY EACH. 2800 LB. 3920 LB. 5040 LB. 6160 L& 728D LB. ')dam ' 4. TOP RAFTER / TRUSS FLIP MUST BE CONTINUOUS FkOM PEAK TO DORMER HEADER r 5. UNBALANCED SNOW LOADS EQUAL GROUND SNOW LOAD MULTIPLIED BY IMPORTANCE FACTOP PEP 7.6.1 OF ASCE--05 I �+ 6. DORMER HEADER LOADING BASED ON 7 FT. MAXIMUM FRAM HEADER TO PEAK WITH R12OF DEAD LOAD OF 10 P^F GENERAL N❑TEr EXAMPLE HEADER REACTION FOR 4 FT. ;PAN WITH 40 PSF GSL 7 FT; A ( 4U PSF + 10 PSF s /. ° 4 FT / 2 ) _ �UU LBS= I. UE'IGN FLOOP LIVE LOAD IS 30 PSF ) a 7. FASTEN DORMER HEADER MEMBERS TOGETHEP WITH 2 ROWS OF 0,131' r 3' NAILS AT 12' O.C. STAGGERED I BEDRt301(° AI-0U ATTILS WITH FIXED STAIR- OIIL'i ) AMU 9U PSF FOP ALL OTHER AREAL. B. FASTEN DORMER GIRDER. PLIES TOGETHER AS FOLLOWS 2. SIZE. SPECIES AIID GRADE OF MEMBEP.S SHOWN ON r,ROSS SECTION APE TYPICAL.-SEE PG. A50 FOP CALCULATIONS 2 PLY 2 ROWS OF 131 i MANUAL 114DEX FOP SPECIFIC INFORMATION ACCORDING TU ACTUAL FLOOR PLAN. 3 PLY 3 ROW;. OF O,, 0 ' x 3' NAILS AT 12' Q.C. STAGGERED 3. FINISHED ATTIC SPACE INSULATION AIID HEATING IS ON SITE BY OTHERS. 01124MI , 131' < 3' NAILS AT 12' O.C. STAGGERER 4 PLY 2 ROWS OF 1/2' BOLTS AT 12' D.C. STAGGERED 4. SEE INDIVIDUAL FLOOR PLANS AND RAFTER DETAIL: FOP REQUIRED SPACING 1141-OPMATICIL 5 PLY OR MORE , TO BE DESIGNED ON A CASE BY LASE BASIS + S. ERECTION SEQUENCE F13R CAPE RAFTER ROOF SYSTE14S IS AS FOLLOWS , 9. COLLAR TIE TO BE FASTENED TO DORMER HEADER, AC FOLLOWS , A. MODULES ARE SET ACCORDING TO STANDARD SET-UP MANUAL PROCEDUPE`. TSB P6Ad or 2x4 C13LLAR TIE 1 SIMPSON LUS24, USP JUS24 HANGERS OR EQUIVALENT B, RAISE LOWER, ROOF PANELS AND INSTALL KNEE WALLS. (*�, SPFpe,v�ernay 2x6 / 2x8 COLLAR TIE , SIMPSON LUS26, USP JUS26 HANGERS OR EQUIVALENT C. MAKE ALL CONNECTIONS PER DETAILS C-1 THRU C-4 ( SEE PG. A22EXAMPLE COLLAR. TIE HANGER CAPACITY CALC. , E 16 FT. , MAX. LENGTH ) / 2 1 ) , 2- PSF LL + lU PSF UL ) = 240 LB , D. INSTALL COLLAR TIES TEMPORARILY AT 8'-0' D.C. 10. WIND LOADIIIG PER FIGURE 6-2 ASCE 7-05 - EXPOSURE C WITH MEAN ROOF HEIGHT QF 35 FT. MAXIMUM E. ROTATE UPPER ROOF RAFTER PANELS FROM FOLDED POSITION UNTIL THEY MEET AT THE PEAK. THE PANELS MUST BE7TTP RouTs srP, NlDDL6BUAc, PA l76�Y 90 MPH = WIND PRESSURE = DOR P^F I 1EP 1. EXP. FACTOR , = 15.6 PSF WHICH 1' LES" THAN 1/2 OF 4U P^F SI-0OW LOAD SUPPORTED UNTIL ALL CONNECTIONS HAVE BEEN MADE PER DETAIL C-2 ON PG. A22, (s7o1 eRT-zs98 FAX(670)gB7-or00 FASTEN DORMER HEADER. 70 DORMER GIRDER., GIP.DEF. KNEEWALL, KNEEWALL TO BOTTOM CHORD AND BOTTOM CHORD TQ SIDEWALL ` F• MAYE MAPRAIAGE WALL CONNECTIOIS PEP INDIVIDUAL PLAN DETAILS, SETUP MAIIUAL INSTPULTIOT-0S ANU SEE FGS. A34 AND MATEWALL FOR AN UPLIFT REACTION OF I/2 THE 40 PSF SNOW REACTION AND A35 FOR DETAILS. 120 MPH , WIND PRESSURE - 19.1 PSF X 1.45 t EXP. FACTOR. , = 27.7 PSF WHICH I' LESS THAN IHE 40 PSF SNOW LOAD 13. INSTALL PEMAINING COLLAR TIE^ AND FASTEN PEP 1NIDIVIDUAL PLAN DETAIL%. SEE PG. AZ2 DETAIL C-2 FOP MOPL CAPE ROOF SYSTEM - IRC FASTEN DORMER. HEADER TO DORMER GIRDER, GIRDER KNEEWALL, KNEEWALL TO BOTTOM CHORD AND BOTTOM CHORD TO SIDEWALL' INFORMATION. Br, WtE+ , DVG ND AND MATEWALL FOR AN UPLIFT REACTION EQUAL ID THE 40 PSF SNOW PEACTION DRP/DWP/KLN IT/22/f0 REv A Z 1 i � 'SPACE RESERVED FDR THE STATE STAMP OF APPRGVAL' AIR FLOW i INSULATION PETA114EP INSTALLED IBETWEEIFRAMING FOR A MITI, I•'Aire SPACE AIR PEAK CONNECTI❑N FLOW ------(SEE—PG-A50-FOR-CALLSiNOEX-FOR-FASTEI11NGi -- -- — - - - • • I• J 1 )(�j JY �•� • 235R ASPHALT OP FIBERGLASS 'CLASS F)•� SHINGLES OVER 150 FELT PAPEP `� •• �• ■s 7/16' OSS (STD.f _\ • � ,, 19/32' OSB (OPT.) INTER-I-10DLILE \ I'D]INEC T I❑NS FOP MORE DETAILS LOWER/UPPER PAFTEP I:DNNECTIDN .� `JE14TILATI❑N REQUIRED �` 'SEE PG A50 FOP CALLS INDEX FOP FASTENING) 1/2' 'SEPARATION HINIHUM r\ 2x8 FLR. JOISTS <\ ' 2x10 FLR. JOISTS \ I' 2x12 FLR. J❑ICTS I 4 2x1U DR 2;,:12 PERIMETERS GUSSET PLATE CONNECTION 2r.6 CLG. JOISTS KNEE WALL C❑NNECTI❑N (SEE PG A50 FOR TALCS INDEX FOP FASTENING) SEE PG ASO FOP CALL: INDEY. FOP FASTENINGS NOTE, IN ADD1TIOf1 TO STAPLES EACH GUSSET TO BE GLUED TO J01ST 1/2• UTA. BOLT ���!A.-v,D� t� t L • / HOLES SHALL BE A MIN. OF 1/32' _�..r TO A MAX, OF 1/16' LARGER I/2' NOMINAL OSB, 32/16 SPAN-RATING OR 1/2' AGENCY RATED THAN THE BOLT DIAMETER\ PLYWOOD GUSSET PLATE: ..... �. TO SLUE OF RAFTER •�� \\ \ Efa;It+EEtn THIRD PARTT, OPTIONAL 4 BOX. CAPE i' IUSP COIUJECTOR OP AIR EQUAL EACH RAFTER AND JOIST (2) 16d NAILS AT 16' O.C....... fr,. FL❑W 012M11 A+ REFERENCES: EWA E30-98, APA ENGINEERED WOOD CDNSTRUCTI❑N GUIDE TABLE H24i NAIL TO STUD 014 SITE GENERAL NOTES : TNd P6fA Of I; MITI. AIR SPACE REQUIRED FOR VENTILAIIOII �P�+f^ PBRPdYriON I. SIZE, SPECIES AND GRADE OF MEMBEPS SHOWN ON CPOS: 'SECTION ARE TYPICAL. SEE PG. ASO FOP I:ALCULATIONc BY WAY OF AN INSULATION1 RETAINER. INSTALLED �/ MANUAL INDEX FOR. SPECIFIC INFORMATIONf ACCOPOING TO ACTUAL FLOOR PLAN. BETWEEN RAFTERS EVERY OTHEP RAFTER) � A:7 OIfJtE;S• INC. 2. SEE INDIVIDUAL FLOOP PLANS AND PAFTEP DETAILS FOP ADDITIONAL INFORMATION. i 7f72 ROUTS 622. MIDDLEDUR0, PA f7842 (670)837-t333 FAX(670)867-Ot00 CAPE ROOF SYSTEM BT. DATE, REw Dyp NO DRP/DWP/KLN 11/22/10 A 2 Z 1 ■■!M■AIII IIIII■Ilq iM Y SEE INDIVIDUAL ROOF SSE INDIVIDUAL ROOF DES IGI4 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' 2r TO UPPER RAFTER CONNECTION III` SEE INDIVIDUAL ROOF DESIGN 1 I L 2'X21i GA. STL STRAP TU PAFTER CONN. FOLDING ROOF SECTIO14 /,,� \ SEE INDIVIDUAL POOF DE:(EACH SIDE) IGW FOP. SPACING a FASTEl4EF QTY. LOWER PAFTEP TO BEAM CONNECTION SEE INDIVIDUAL ROOF DESIGI4 12 wrr I9/32 S ef16' OS (STD) ......>....__--- .. - -...-- --^--- ---- - -- ------------- ram. OSB (OFTi 2,5 THkU 121 • 23511 ASPHALT OR FIBERGLASS, I/2' DiA, BOLT SHINGLES OVEP 159 FELT V AIR SPACE—• 4 MEMBER BEAM SHOWN SEE DETAILS BELOW HOLES SHALL BE A MIN. OF I/"s2' OPT. 5 & 6 MEMBER BEAM TO AN MAX, F 1/16IAMEREER OVERHAIIr, SEE PG, A34 GUSSET TO RAFTER CONNECTION DETAIL J' J OPTIONAL COLLAP TIE 1 SEE INDIVIDUAL ROOF DESIGN \� 1/2'RAT NOMINALG OR D AGENCY6P.A7ED ~' �-k-30 INSULATION (BUILD UP W/ FURRING STRIPS) i PLYWOOD GUSSET PLATES �i—GUSSET TO JOIST CONN. EA. SIDE P.-38 INSULATION (BUILD UP W/ FURRING STRIPS) TO SIDE OF RAFTER SEE INDIVIDUAL ROOF DESIGN 1 r' I 2,, (CONT) TO JOIST CONNECTION__--- -•_,T. "I _ —------- ---- — ---- - S E-INDIVIDUAL ROOF DESIGN 8'-0' MIN 15'-9' MAX 8'-0' MIN. 15"-9' MAX; -2x6 (COIdT) TO JOIST fpNUC 20'-01 MIN. 3I-6' Mix. (3) DUO FAST 607 NAILS OR EQUAL VAULTED CEILIN❑ PAE71,TEP `:Y-'TEM _ SIDE LOADED BEARS TOP LOADED BEAM 4.4.4' I-u*N fd OR '3i PLY BEAM (2 OP 3.)3.) PLY-BEAM 4-4-4- L4 O O O O O o 0 0 0 0 a O O O O O O a O p 0 0 v a o a a o 0 d;FI - _ = j48'z3'_NAIL£ I4k':.3. 1•tAILS_ -F-4-4-4- I'-U' 4) PLY BEAM F4. PLY BEA - '4'4' 1'-')' - ia c �n o v o o tY, u u o 0 O G y V G y y 4 • 4 u V 4 O Q u v o G n G -1/2 BOLTS lit' BOLTS'-" y G v u G G V v I VI M M$ R'.I _ FA[TENIN. REQUIREMENTS FCIP. M �STEN[IJG REQUIREQUIREMENTS. FOR MULTIPLE TTPI F PLY TTPI F PLY V M MRFP�• 12' OR LESS MEMBER BEAMS, E (2) ! i/2' MEMBER BEAMS USE (2) ROWS OF .148';t3' NAILS @ 12' D.C. "/ } USE (3) ROWS OF .148'x3' NAILS @ 12' O.C. A) 14'. 16' OR 18' MEMBER BEAMS, a t (3) 1 1/2' MEMBER BEAMS USE (3) ROWS OF .148'x3' NAILS @ 12' O.C. 7-EQUAL SPACES USE (3) ROWS OF .148'x3• NAILS @ 12' D.C. 20', 22' OR 24' MEMBER BEAMS, (4) 11/2' MEMBER. BEAMS USE (4> ROWS OF .148'x3' NAILS @ 12. D.C. )-�XIIJDGE BEAM USE (3) ROWS OF I/2' BOLTS @ 12' O,C. SEE INDIVIDUAL ROOF DESIGN FOR CONNECTIONS r�f•,.-•�•'�•••WINDSEE IFOR HiPABEAMLCIUZETIONS COLIJMN FULL STUD_ !14 END WALL UNDER BEAM AND RAFTER TO BEAM CONNECTION SEE INDIVIDUAL cROOF DESIGN (2) 16d OR FLR-. ,-(2) .131 i, 3 1/2 NAILS - !4e 2x8 OR 2x1U CENTER GIRDED. —DBL 2x8 OR 2x10 \ w IRAFTERS c^4. O.C. / SIDE END \\\, Nawcv rmI aroI WIND r❑Li_iMN r❑NI•J. TO FL❑❑F �kIDGE BEAM �• ....... ���. .,...,r 2r.4 BLK.: (2) 2x8 FOP 2�[0)2`X2-� `EE INDIVIDUAL— PEP.IMETEP JOISTS ROOF DESIGN i WIND 2x2— ' SIDE WALL . COLUMN SECT c ENGINEER+ THIRD PARTY, WIND COLUMN C❑I IN. AT RID15E ELEV. J HORIZONTAL GIRDER TO WIND COLUMN i❑Nld (2) 2x SPFg2 GABLE EI►D WALL MUST BE 1ti°fNEwY (SEE 11IDIVIDUAL DESIGN FOR BEAMS B CONNECTIONS) WIND COLUMN PERIMETERS CALCULATED AS BEADING aiatp4 °�j SHIPPED LOOSE VAULTED RAFTER WIND C❑LUMI.I DETAILS VA►-ILLTED RAFTEP WIND C❑LUM11 �ECTI❑N HIP DETAIL, �(+ REFERElJr_E—`- EWA E30-98, AFA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 424 D 0112411111 GENERAL NOTES VAULTED RAFTER R❑❑E SYSTEM NOTES I. SIZE, SPECIES AND GRADE OF MEMBERS SHOWN ON CP13SE SECTION ARE TYPICAL. SEE PG. A50 FOP CALCULATIONS I. ALL FRAMING TO BE l2'. 1(,' OR 24' - AS I40TED 1N CALL•UAL'TIONS FOR EACH INDIVIDUAL HOME. MANUAL INDEX FOP SPECIFIC INFORMATION ACCORDING O ACTUAL DDITI FLOOR PLAN, 2. SEE INDIVIDUAL FLOOP PLANS AND RAFTEP. DETAILS FOR ADDITIONAL INFORMATION, TBA'PB/X or 2. SEE INDIVIDUAL FLOOR PLANS AND RAFTER DETAILS FOR ADDITIONAL INFORMATION. 3. EPECTIO14 SEQUENCE OF TRANSVERSE RAFTER ROOF SYSTEM AS FOLLOWS E c ® .�lP/pil� PdRfdCJ/DN 3. ALL VAULTED RAFTER ROOF SYSTEMS ( RAFTERS, VAULT BEAMS, WIND COLUHIJS, ETC. TO HE CALCULATED OIJ All A. MODULES ARE SET ACCORDING TO STANDARD SET UP MANUAL PROCEDURE INDIVIDUAL HOME BASIS. B. RAISE LOWER RAFTERS AND INSERT BEAM TUPPOPT WALLS AS INDICATED ON RAFTEP DETAILS. flOAlt�'S, ING: 4. ALL HIP RAFTER ROOF SYSTEMS RAFTERS, HIP BEAMS, SUPPORTS, ETC. ) TO BE CALCULATED OIJ AN r•. MAKE ALL FIELD CONNECTIONS AS NOTED 011 RAFTER DETAILS. 7172 ROUTS 622. MIDDLEDURD,PA 17DAr INDIVIDUAL HOME BASIS. D. ROTATE UPPER RAFTERS FROM FLOOR POSITION IJI4TIL THEY MEET AT THE PEAY. AND MAKE ALL FIELD (670)83l-2233 PAX(570)837-0290 CONNECTIONS AS NOTED ON RAFTER DETAIL'S, E. INSTALL GABLE EIID WIND COLUMNS AND HAVE ALL FIELD CONNEC7101IS AS INDICATED ON PLAII ROOF SYSTEMS B1+ DLIE, REV, DYG ND, IORP/DWP/KLN 11/22/10 A 2•7 MODULES t t ,HOU116EL i IMDP IN I ■■ 7/16' OSB (STD) 'a 1 PIDGE 19/32. OSB OPT/ I ■■ 7/16. OSB !STDJ SEE NOTES BELOW I 19/32' OSB (OPTJ l 23511 ASP. SHIIGLES OVER 15t1 FELT SEE NOTES BELOW i 12 OVER ASP. SHINGLES �,...•�'-�' '' ! 1 I J,,,.•%"- t OVER ISR FELT 5 1 / MIN, 2x4 SPF M2 !��! _,..•/ / i - ��"`- KNEE WALL - 1 I' AIP SPACE ,,:-" t 1' AIR SPACE 5 ,,.-''� ✓.�f _,,..+'' ~ MII1. e.4 SPF R2 t '1 W/ MASHERS ON KNEE WALL 1 BOTH SIDES ,,,✓ { , I/2' BOLT Jr,/""� I 1 W/ WASHERS 13N „ ,,..-x'""'�-- F� - °' TYP. VENTILATION I - BOTH SIDES r i i F SEE NOTES BELOW - -- -- - --- — -- - - - _ _-- SEE NOTES BELOW ' OVEPHANG 1/2' OR 5/8' DRYWALL I/2. OR 5/8' DRYWALL �--12) 2w.6 TOP PLATE 2x6 <2) 2x4 TOP PLATE 7r- l/2' OR 5/8' DRYWALL 1/2' OR 5/8• DRYWALL 13tT6•((7-9'MAX.)AIR FLOW (2> Ox6 TOP PLATE 2x4 57uDS . . PERF. ALUM. (2. 2x4 TOP PLATE 16.O.C. SOFFIT BAFFLE TOBE PROW _2x4 x6 STUDS B 16' OR 204'' D.E. O 16, D.C. C 8 WIDE 5/12 P A F T E P .0 Y S T E M. OVEP. INSSULATION FOR DR ROOF VENTILATION F c'1 'WIDE 5/12 PAFTER SY7STEM — — - — _ _ DPOP-Ilt PIDGE SECTION- SEE INDIVIDUAL rI_MP PLAN,- FOP ACTUAL G.,.L, Y PEFER TO F.ALES MANUAL FOP RAFTER SIZE AND SPACING •■ 7/16' OSB (STD) -: DROP-IN 23511 ASP, SHINGLE: 19/32, OSB (OPT)- RIDGE SECTION OVER 159 FELT PAPER +■ 7/16' OSS (STD) I 19/32' OSD (OPT) SEE NOTES BELOW^, ,,,.--��p~ 2x4 SPF R2 BAFFLE INSTALLED 2350 ASP. SHINGLES 1' AIR :PACE PROVIDED V14EE WALL OVER INSULATION OVER 150 FELT PAPER^ HOLES slam A Mtx FOR ROOF VENTILATION 2A4 SPF R2 I or 1/3r M A MAX, KIIEE WALL OF 1/16'LARGEP THAN THE DMT DIAMETER BAFFLE INSTALLED 1/2 NOMINAL OSB. 32/16 SPAN 13VEP INSULATIOI•I I V AIR SPACE PP,OVIDED P.A ING OR 1/2' AGENCY RATED FOR ROOF VENTiLATI0i-1 PLYWOOD GUSSET PLATE: I ES�SK%LL BE A HIIL•^ I 2i5 FASCIA SEE NOTE BELOW cr var TO A MAX, BOARD OF 1/16'LARGER) 1/2' NOMINAL OSB, 32/16 £PAID RATING I THE BOLT DIAMETER o OR I/2' AGEIICY RATED ­DBL. TOP PI_ATF, DBL. 2x4 PLYWOOD GUSSET PLATES OP T PLATE VENTED , 2c4 UP 2xE 2x6 FASCIA SEE NOTES BELOW ! SOFFIT EXT. WALL STUDS 1/2' GYP. BRD.— m■rr oXZW �� BOARD I TYP. FOP. WALLS '•"' AND CEILINGS -DBL. TOP PLATE SEE INDIVIDUAL FLOOP PLANS FOP. ACTUAL G.L.L. DBL. 2a4 - I III, w�+■� �r�"�, "'�"�'r,'r VENTED / 2x4-GR 2x6 REFER TO CALLS MANUAL FOP RAFTER SIZE AND SPALJHG`" TOP PLATE < SOFFIT EXT. WALL STUD: 1/2, GYP BPD, . TYPICAL 5//1c RAFTEP �YSTEM FOR UNIT UF' TO 11'-10" WIDE TYP. FOP WALLS AND CEILINGS I EIIG{NCCR THIRD PARTT. 10. 13°-9' UP TO 15'-9' i TYPICAL 5/12 RAFTED SYSTEM FOP ll'-10" TO 15'-9" WIDE IJN T" � ! I Ar��4FNE�}o 2 r/� 2-2x4 SPF STUD FEFEkElJCE EWA E30-96, AFA ENGINEERED WOOD CONSTPUC1I❑N GUIUE IABLE 424 0112411T _l GYP. 80. tAB]-FAST 607 C 12' D.C. GENERAL N❑TES 1. SIZE, SPECIES AND GRADE OF MEMBERS SHOWN ON CROSS SECTION ARE TYPICAL. SEE PG. A511 FOP CALF-ULA7101`6 ^ TdA PBAA of MANUAL INDEX FOR SPECIFIC INFORMATION ACCOPD[NG TO ACTIJAI: FLOOR PLAN, PS/P�6Cl7ON 2. SEE INDIVIDUAL FLOOR PLANS AND RAFTER DETAIL'. FOR ADDITIONAL INFORMATION. -UOu1R.E TRUSSES / �Z'Owl' e OR RAFTERS EACH ARS ff 0jif S INC. 7172 ROUTE 822.N/D8688URC. PA 17842 SKYLIGHT N❑T E t I (570) 837-2333 FAX(570)837-0290 I. SKYLIGHTS TO BE CURB MOUNTED MUST HAVE APPROVED IMPACT TEST PER.CODE. I ,2. SKYLIGHTS ON STATIONARY SIDE OF HINr,E POOF TO BE FACTOPY INSTALLED. TYPICAL SKYLIGHT F R A M I I 1 G DETAIL-7 ROOF SYSTEMS 3. `'Y.YLIGHTS ON FOLDING SIDE OF HINGED ROOF WILL BE HAVE OPENING FRAMED IN FACTORY. WITH SKYLIGHT SHIPPED Br. [71E� rEv DWG t(a LOOSE FOR FIELD INSTALLATIO14 BY OTHERS. DRP/DWP/KLN /22/10 A 2 8 OPTIONAL CLIPPED • �' GABLE OR HIP COINER OPTIONAL CLIPPED>'� '12(MIN)TO 12t12(MAX4 GABLE OR HIP CORHER S-� 2.5tt2 M111.3 TO IPt12 t � ;:', 'SPACE RESERVED FOR THE STATESTAMP OF APPROVAL' x i• s: sHow 4� vionING/SLIBING WHERE ILL BC up AL � ADDR SC S D Oil EACH I R NDIVIDUAL HOISE PTHAT APPLY j ' I 5 G GABLEIONAL OR NIP COMCP, _:..�"®O. a _ 1 1 3-@ P.5/12(Mitt)TO 12t12'MAX.) UM 4) 4 6 ---- ---- .r 5 a D 2 a ❑ 2 _ m DPTtoNAL CLIPPED SINGLE STORY FRQ)JT I EVATinIJ ABLE OR If1P CORNCR OPTIONAL CLIPPED 7 MIN.)TO 12/12 CHAL) GABLE DR HIP IE CORP 2.5/12(MAD TO 12t12 91AXl r SHOW DRIFTING/SLIDING WHERE REQUIRED WILL DMTIONAL C -V� RDDRESSCD O)EACH INDIVIDUAL HDUSE THAT APPLIE U OPTIONAL CLIPPED 9 le GABLE OR HIP CORtrEA .. 3-12 2.7/12(Mitt)TO 12/12 MAX:) / 2 MAT BE SINGLE STO+YN — — - e ATTACHED UNIT f7 > n T MAT BE SINGLE "STlp ATTACHED LIMIT I I - I 3 t_ 4 ❑0 mA TWO STORY FRONT ELEVATInN TWO STORY' IDE ELE\/AT1QN /Aq G AIL• io ml FOUNDATION DETAIL 11 _�T✓ B•NASOIPY -1 �.�'' hD•''`••"'C trQ II (sowL'tOt ,PC•Vy PILASTER OR KINTORCCD MASONRY II T f�i UNITS REO'B AT UHTEP 11EAP1N5 LOCATION-, 11 11 INTEGRAL P CP,pR EOIML II ® ® P.EO'b A'OC.VHEN RACY i'0.L•% to HctrHr 11 Gu"" �i�ASONPY !f FltfilNEEP THIRD RAPT Y. 6 A * !� /" 12'MASONRY • II G AHCHOP LQCATIDIIM �y GOB I I U-. ..,.���'^ I ..'`�\\` •,,,,MA} 14 ,LT1�EB4U Fl 110 G G ,,,.•''' / -.�.;. IN E.P.µ P ASTER.OR E01NL �'•' �„l y��� `h I,J II ® _ ® 0� "`,,,�� A'COK: J f �,,., •P Al I OC.WNEII AACI'TILL- %mow 00 - II 6 MIL VB✓11 E _ pS S'IH NEIfHI OFT GRAVEL �W 11 g u _,-•:'^. .• SOLID r' -NASD Y CAP MASORY CM TWI] STORY DUPLE( ELEVATION of ff^D Na Q.p"T vtDTM 01R1)11 HASTINPy Mitl R'MASOPV —......•- �. S{ - .. �r r THA'P6AA'OF ENERAL NOTES. : SEE PG, A2 FOR ELEVATIDH I+DTES AND 111FORMATIOIL mr..FOOTFP•.• ''� (J•. '+"" �Y/y'' Jy��fL�iS, INC. SEE PG AIS FOE FOUNDATION NOTES AND INFOPMATION �!�: �!! i 7nr Ro0.4 62z. MIDDLFAURr.. Pa r>a�2 1 "'' �x (a>o)ea:-zaaN FAX(.nB) sa:-ozvN ALL FOUNDATION PLANS AMII DETAIL ARE PECDMMEMDCU QNL1. iHC BUILUEP I: PESPONSIBLE FOF PP.DVIDIIU7 THE Af11,lAL FUUIIUAI@Ill ,{ PLAtJ APIU iNFOP.NATIOII. INCLUDING PROPERLY :IZED FOOTINGS. DESIGNED AY A PEGISTEPED APCHITECT DP PP.OFESSIMIAL ENGINEEP: "/��Lp)K.rpOTEP SEE INDIVIDUAL FLOOP. PLANS FOP. ADDITInNAL INFOPMATIOII PROJECTING SECTIONS DETAIL DP' BAR, PC V� DWG NO ORP/OWP/KLN 11/22/10 A 9 q UARRIEP. TOWARD C13NDITIMD SPACE I MAv OC (ON SITE BY BUILDEP.) iIF - (SEE PGS. A44 AND A45) P 30'R 38 CPT' IIISULAT1011 W/ VAP13P BAPPIEP TOWARD rCHDITIONED SPACE 12 \� SEE PG' A44 AND A45) t.5 2-4 SPF 12 VNEE WALLS 1, 16' OC I QP 5/8' GYP BOARD AIR. FLOW 1/2' IX+5/8• ryp BOARD . 1CLG JOISTS AT 16• GC (SEE CALCULATIONS - MANUAL INDEX PC. ASO) LrLG JOISTS AT 16. 1CI(SEE fALCULATIONS MANUAL INDEX PG A50) V V (A)• d SHEATHING' - EXTLATHING u `(A) / OSB(STD) (A) 7116• DSB (STO) (B) 5 5/8'8' PLYWOOD TI-11 (B)5/8' PLYWOOD TI-11 - (C) I/2' R-MAX OR 2x6 OR 2x4 SPF STUD E IDS OC 24. OC C) I/2•R-HAX OR 2x6 0R 2x4 SPF STUD B 16' 13C OR 24. OC 3F4' STYROFOAM REO'D PER ROOF/41N0 LOADS.SEE CALLS. � 1 ' (IIA RATED MANUAL INDEX PFa A50) 3/4' STYROFOAM REO.O PEP PCOF/'JIND LOADS, SEE ` 04A RATED CALCULATIONS MANUAL PG..-A50) _ _ - - - - -- - - ---SHEATHING) ---- - .- - --- - - -- ---- - —- -- - -- - --- - —WATER RggSISTIVEE BARD EEP. 4 I ? COMPLYING V/ ASTH D2�6 WATER PgSISTIVE BARRIEP. ' COMPLYING W/ASTH D226 19/32' ADA RATED STURD-I-FLOGR 19/32' APA PA)ED STUPD I-FLCOP /-DIIL BAND JOISTS (SPF 12 TO 16' OC EXDel GP BETTER D8L BAND JOISTS (SPF 12 TO 16. OC EXP 1 OR BETTEP tK7ATICHSIZE OF FLP JOIST V/ to/�14ATCM SIZE 13F FLP. JOIST W/ S STAGGERED 4' MIN) �'` SPLICES STAGGERED 4'MINY 129 II R 21 OR R 30 INSULATION W/ VAPOR 1/2• BOLTS V/ WASHERS AT 8'-0. OC 'FIELD(INSTALLED) BARRIER TOWARD CONDITIONED SPACE - - 1/2' LAGE AT 7'-0.OC (FIELD INSTALLED) +II —DBL 240 OP 2.,12 •PF 12 1/2' OP 518' GYP BOARD L2.6 SPF 12 BAND JOIST: V/ SPLICES CEILING JOISTS STNGGEP.ED AT 4•HIMDBL 2r12 !m 2I0 SPF 12 1/2 OP 5/tl' 13YP BOARD BAND JOISTS V/ SPLICE`- STAGGERED AT 4'MIN P,-21 DISULATION W/ VAPOR BARRIEP�TOW H R-;19(O CONDITIONED SPACE �R-23 INSULATION W/ VAPOR BARRIER `TT EXT SIDING R-19(OPTIONAL)OR R-13 (OPTIONAL) = I TOWARD CONDITIONED SPACE (A)4/4 VINYL u R-19 OR P.13 (OPT) u STD. 112' LAGS AT 16' OC 0 EXT SIDING (9) TI-11 2x6 OR 2x4 SPF STUD 2 16' OC OR 24.OC (FIELD INSTALLED) EX SIDING VINYL REO'D PEP. RQOF/WIND LOADS, -EE CALLS. TO CONNECT.BUMPOUT TO D. ST MANUAL INDEX PG.A50) MAIN STRUCTURE ST TI-tl 4 2AG OR 2x4 SPF STUD 8 16.OC OR 24'OC REO'D PER ROGF/WIND LOADS. SEE CALLS OPEN JOIST = MANUAL INDEX PC,A50) I' rR XEOMT�SES ? _ DBL RAND JOISTS FLR PERIMETER INSULATION Oil SITE BY BUILDEP u SPF 12 TO MATCH 19/32•APA RATED STURD-I-FLOOR I IF DSHT WALLS ARE INSULATED" 19/32' APA RATED STURD-I^FL00R- 2x8 TREATED SILL SIZE OF FLR JOISTS 16. OC EXP-I OR BETTEP OR 16. 0C EXP-1 PLATE V/ SPLICES STAGGERED ,j"FLR INSULAT1011�! SITE by BUILDER OP OPt1OIAl 4•-0'MIN) INSULATION BY MAKWACTUREP IF BENT WALLS ARE DBL BANG JOISTS liar IIISULATED OR CRAWL SPACE FOUNDATION (A2 SPF TO MATCH 15' EMBEDDED DDEDBULT N F12U7•A `\ 2.8 TPEA ED SILL PLATE aJ2E FLR JOISTS 15' EMBEDDED IN FOUNDATION 1/2' BOLTS V/ WASHER AT 49' QC (SITE IN TALLER) V/ SPLICES STAGGERED UNLESS AT 6• D MAX. '� I,?- LAGS AT 3'-6. OC'FIELD INSTALLED) 4'-0' MIN) IUNLESS NOTED OTHERWISE � .` ANCHOR BOLTS 1/2'xl7' V/15' AwN,nulN)�I R-21 INSULATION INSTALLED f1 II ` —R-21 INSULATION INSTALLED lf­� _ EMBEDDED IN FODUNDAiION WALL2� Y-„-- fOUNOAiION WALL 11 ON SITE/OPT. BY MANUF. N '^`DBL BANG JOISTS FOUNDATION WALL 11 DN SITE/OPT. Bt KANurINSTALLED = AT 6. OL MAX.UNLESSOLINDA7 NOTED '-70� -.�"7r)•'(r�` LL BASEMENT R-30 rOPT1ONAl? M (SPF N2 TO HATCH LL R-30(OPTIONAL) E OTHERWISE SIZE OF FLIP JOIST"• 1/2' COIL.PAP.G MG— /.•`' =rwS�^� rry'r 1/2' R Vol PARGING FOUNDATION111SI WALL. V/ SPLICES STAGGEPED COVER Vol BIT INDUS COVER V/ BITUMII(OUS .ON SITE BY BUILDEk) - 4'-0•MIIU COATING BASEMENTw.r..�.r.. COATING W. FOUNDATION WALL' �1 �EXPANSICN JOINTS CITP.) FOUNDATION WALL I� (�I (OH SITE BY BUILDER, U 4' COW:. "LAB W/ 5x6.10 x 1>�t r a % `21 4' CONC. SLAB W/ 6x6xlU a;U �� • :IRE MESH . • • ® WIRE MESH ®� A 0 4 Q .' - F �� •, . J ENGINEER, THIRD PARTY. , zi 0- — .. . -_. 6 MIL. VAPOR �� W1_ 1 — L _ BARRIER E y =u — .» 6 MIL RVAPOR .. /i i~ Of NE r - I BAR !EP E k' 4• GRAVEL BEDS = 1 ? 1�p � ® 9,�� eBUJ,),-} • DRAIN TILE lN@�1NII�IIIid .`IQIII� — UI91�� YIi��I�I_ �- `' d '�'•.c • ' 4' GRAVEL BEG 14 BAP CONTINUOUS � � —gyp GRAIN TILE 44 BAP CONTINUOUS 14 BAR fONTINUIXJE �'"o rym4p btP CRES` SECTION A � ►_ROS— :EI_ TIOI I B E' D,21/11 . REFERENCES, EWA E30-48, APA ENGINEERED WOOD C❑NSTRUCTI❑N 1-31_iILIE TABLE 424 / TRA•PA•.(A•or / p�e P6RPAY7/OM GENERAL N[7TEC � .00ozJ5'O�FIfiS INC. 1, SIZE, SPECIES AND GRADE OF MEMBERS SHOWN ON CROSS SECTION ARE TYPICAL. SEE Pr. A51) FOP. CALCULATIONS 717Z RDUT6 aZZ. 1f1DOLB6URC. PA J7842 MANUAL INDEX FOp SPECIFIC INFORMATION ACCOPDING TO ACTUAL FLOOR. PLAN. 2. SEE IIJDIVIDUAL FLOOR PLANS AND RAFTER DETAILS FOR ADDITIONAL IIIFORHAT1011, (a70)837-2323 FAX(ado)837-0290 3. SEE PG. Ale FOR ADDITIONAL CROSC :ECTION IIOTE: AND INFORMATION, PROJECTING SECTIONS, DETAIL A BY. DATE• REv, ' I DRP/DWP/KLN 11/22/10 DWO Np A Z0 f 1 I . U a l 1 10 CI I G CIRMT 11JG rccEar_- TIC INTO CIRCUIT 21 \ scE HIMH LIAI.LAt lad a 1 F1 i I A is°i STORY locslaR.DUG..u, \ 1 '----^---^- - - -- ----------- ----- ) ----------- -------------'----'-1 _---- ------- ----- -- -1 --�I --- -- IJ Tvp MPIT.�O tum 6 VA}CR 12-2 / \ I.. ,t;..-.-.-.-..-, ' CLQ r l b ;yL 4 FOYER/HALL -- �., l±� - BEDROOM E7TENS10N 4 I.412-3 I e t1ATH "ram^-� \�-1 v1110w Itl DP MAT K.DCOWIC[r0 7•-0•M DIN WILLIS OPTIONAL ODOR�, fLNIGf jrI2310Rt . H 1 1 t0 O1NCq'D 1 \' L 'L ,2Ei It.r_LT L VT R[PJIPCI(II/1 I' A* [TS RCWIRCKrlIS I l2-r V, WER EGRESS RCO., y it•DV TL N '-tl IN COIRIMCD W L C%1CNSRa1 MCA Dr At LCOV[ ^ yN-I "TO IN STRIC 1 I I I291a , jI tD OPTIONAL.CLOSET YAV 1 I LOCATION INY VARYti .� 1 t 1• IST R PLAN fLa IUCN .CCOg01110 f0 R J1 1j I C . - _--_-T�, I 1 Iz-z WALY-IN 11 I z 111 / 11 2 1 CLOSET I :a I . HALL 11 U W W �{{{L111J����y1I I 1 O'TIOruL uw.c/ U I I f 1 1 1 BEDRpDM 1= N mi 1 - LJI I $. I HALL ACCORDING to MAY PL wNO�MY I L L_J 11 I 1 I Ei VI O 1 N• 11. _ I 1 I (27 j S[tx►�;�I 112-2 :'i&eINTO 11"t''OR DVG 1117) 11 I o o I sS?ii-µx ywcc ar RExrnr � L--� -- -I---_ - ---- ---------------- L---J I & --= — -----------1- B nc nnDuxuu a "i B ----------------J- - Ff r \ (SDQC STORY DVr.M2 ON .. I j 1 -� OPTIONAL - ___J'7\ \ N.,STORY,x STORY PC.AM _ c THIS CIRCt11T Itucr SC 1 1 BEDP.00M R I I RSA.N-x VIRc I I I 11 �I' S17TING RppH toLl- 71�1 MIN °. ❑" I. u-. 1_ IrttOwL CLESET I t LOCATIO1 my VARY I 1 ACCURDIN11 t0 RR PUN • 1 1 2100w 1750 V �fA I I O@ IA IW-O' MIN / IS'-9' MAX IW'-O' MIN / I$'-9' MAX MULTIPLE ROOM PROJECTION FLR PLAN MULTIPLE ROOM PROJECTION ELECTPICAL MULTIPLE ROOM PROJECTIOIJ FLR PLAN MULTIPLE ROOM PROJECTION ELECTRICAL C IST ST13RY OF 2-STIIRY mP SINGLE STORY) AND HEATING PLAN t 2ND ZTORY OF 2-STEIRY , AND HEATIN(i PLAN 1 r IST STORY {IF 2-STDRY OR SINGLE STORY) C 2ND STORY OF 2-ST13RY rnsowr x.vxa. • N, ,RtIISlam 11 tt II I I ' I I II 11 I. NOTE Mao I -(14117z n n n n n n II It 11 SHEATH PERIMETER WALL OF IJ14I1 FULL LEIJGTH u u N OPENING IN PERIMETER WALL AD JAf,EHT TO MAlll HOUS t DI �� it INCLUDING OPE14INGS WITH 1/8' THEPM13PLY OP Egl)A . 1 II 11 II REMOVE SHEATHING. STUDS AFTER NODULE PLACEMEIII; I 1 Il II II I ,n. II 11 Nu II wt I II II 11 I - - -- I -J 1 Et%i1tOCCR+ THIRD PARTY' '-;---- ---- --_ ----- - II 2.6 nR PaDCTER,mSTS I p TT � • • PR.OJECTIM SECTION WALL 13PEI4ING DETAIL I _ 2500W / I1 DtFtMtt - Cil rl A #* REFERENCESI EWA E30-98, APA EI4GI14EERED WOOD CONSTRUCTION GUIDE TABLE #24 10•-U'Hill- 15'-9.11Ar / 1BB?6AA OP • Jl PE j' PdSv'e�rnov . R❑OM PROJECTI❑II FLR. PLAID ROOM PR❑JECTI❑U ELECTRICAL 1Y011lES INC. GENERAL NOTES t ' IST :TORY Cr 2-STORY OR TINGLE sTaRt, AND HEATING PLAN IST STORY O T I F 2-STORY O SINGLE STOR Y)RY, 717z ROUTE SYZ, NI00LCBURO, PA 17842 1. SIZE. SPECIES A14D GRADE OF MEMBERS SHOWN ON CROSS SECTION ARE TYPICAL, SEE PG. A50 FOP CALCULATIONS (670)837-2098 FAX(670) 837-0290 MANUAL INDEX FOP SPECIFIC INFORMATION ACCORDING TO ACTUAL FLOOR PLAN, 2. SEE IIIDIVIDUAL FLOOR PLANS AND RAFTER DETAILS FOR ADDITIONAL 114FORMATICIL PROJECTING SECTIONS DETAIL 1 '-EE PG. AIS FOR ADDITIONAL CROSS' SECTION NOTE= AND INFORMATION: 01, DATE, REV- DWG 14 DRP/DWP/KLN II/22/1D A 3 1 - - DBL,c�IU CPFDc _....._.,. . ,J . ICiX 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' I 1 I 1 I 1 I I 1 I ' I UPLIFT F,ONNECTOP FPOM EACH ' I JDIST TO SILL PLATE ' I it to c a I a 2xI0 1.LA B 16, ;N I Iu c JOIST PLR, JST- 16. O.C. rHANGEP.S (TYP.) I 0 ' I I q IN. NOR. REO'0 SOLID., - BLOCKING ' cu I S (2) 2x4 SPF#2 SEE FLO13P PLAN o FOP OPTIQNAL a p I =HDR. REO•D. I I I W114DOW LAYOUTS = a SEE FLOOR PLAN I J N13TES BELOW W s I. F13R WIN OW LAYOUTS vI NOTES BELOW FOUNDATION VALL.�.- '4- i 1 I S VARIES SEEILT , � 1 i IHDIVIOUAL FLOOR PLAII i.. I ♦"\/ i I ♦ `\gyp I ' ♦ ♦\4� (n DBL. 240 SPF112 I V � I � ry3 � I 1 f �ti 2,IU ;Prue rLP. JST;_ B 16- O.C. 2 FLR. JST. 2 16, D.C.. la I a II }?L. ---`— •---1- _ _� -. - — — - _ ' _ ,u B I _ I—I ' III I I II (U o I STRID LE _ �I JST. to .•-. > I HLOCKII� � I.j I %HAWGER6 I_ -1 o I I` II I J J JOIST x A — -- - �' ---�- o�A I I I I�I o a (-HANGERS (TYPE I J `I i•� _ II II 00 I - -UPLIFT CONNECTOR FROM EACH I L JOIST TO SILL PLATE FOUNDATION WALLA FOUNDATION WALL — '- 2x10 SPF#2 DBL 2x10 SPF42 ; •^i- -- -- -- -- -- J •/+- - �` .ECTI❑N A—A DBL. 2.10 SFF112 SECTION I•;-1 _ TYPICAL FL❑❑P FRAMING PLAN Iv❑TE TYP CAL FL❑❑P FRAMING PLAN ABOVE PLAN SHOWS BAY AIVD +� i'!❑TE FIREPLACE AREA SUPPORTED ECI ,„�•• •o�L .yT,, A ❑VE FLAN SHOW'_ BAY AI�ICI BY FOUNDATION BELOW ,,,,�,_���•��` FI •EPLACE AREA CANTILE VEPELI ��: �'�•--•- -- ///---19/32 APA PAIED SIURD-I-FLGOR ❑VEP THE F❑UNDATI❑N BELOW 16•/ aC. ESP I GLUED AND NAILED TO JOISTS AS 'SHOWN •'-o SEctION IIr I9/32 sTtA+D +•-U• :ECIICH IY/32- FIUOP I9/32• APA RATED STURD-I-FLOOY FIELD INSTALLED OVER MAiI LIME 16'O.C. ExPI NAILED TO JOISTS =TURDTALL D�1 VIREO INSTALL AS SHOWN MATING OVER MATING LINE END NAILS IN HEADER t3, 16d III 1 IC`I C ) fi fi TDUQ FAST 607 QR Co.EACH MENDER I, THIRDM Pin - pence ---- ---- - _ — - — 2-2z10 LPFD2 JOISTS—' 1/2• HOLY v/ WASHER AT aB' at.I ---•-----------____--- NOT PE0,0 W/ 2 MEMBERS) 111 USE JOIST HANGERS AROUND FRAMED OPENING 111 2,10 FASTENED T13GETHEP 1/2' LAGS At 42'D.C, (NOT REO.D W/ 2 MEMBERS, 54 DUD FAIT DBCL DP III 11 W/ 607 HAILS STAGGEPEU EQUAL NAILS 'EACH JOIST, _JII AT 5' O.C. THP.U-OUT JOIST CLG/FLOOR -13, I6d Ism rAST 5U7� _ Dd LW FAST llBil 5d DUD FAST UBCL Ii,"=-=^== EACHGIRDER DUD r F 507 EQUAL NAILS tEACH JOIST, = -, OR EQUAL NAIL TYPICAL STAIF'WELL DETAIL EACH SIDE or fLR JOIST ill AT 6�ac1N11L Ai 6' ac. _ 1 01124111 cEI_TI❑I•d B—p III ------ -----;:, REFERENCES: EWA E30-5E, APA ENrIIdEERED W❑❑LI CONSTRUCTION rJIiIDE TABLE #241 A - •-----•------•--___.___.___ _.. ______._�i'.___�___._ _ II D GENERAL NOTE-- I 2-0 (2T-23-8•v,3'- ' D'W 8'-3' R.D MIN 8'-11' PA MA/ 1. SIZE, SPECIES AHD GRADE OF MEMBERS SHOWIJ ON EROSS SECTION APE TYPICAL. SEE Pr,• An ruR CALCULATIONS 11 MANAUL INDEX FOR SPECIFIC INFORMATION ACCORDING TO THE ACTUAL FLOOR PLAN. to-u Is-9 HAx 2. SEE INDIVIDUAL FLOOR PLANS AIID RAFTER. DETAIL'S FOR ADDITIONAL INFORMATION. MIH 3• PLANS SHOWN ARE TYPICAL, THE EXACT LOCATIONS WILL VARY PENDING ACTUAL FLOOP PLANC. T Y P I r_A L C T A I R W E L L f r P A M I N r, I TYPICAL FRAMING DETAILS III' DATE, DWG ND ORP/DWP/KLN 11/22/10 A33 t Rj�g 2X4 CIAO i� - , 1 1 I I �I 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' 6*D MAIL'. 2- 11 CA.SIDE �20I'1 d tON SITE1 ,�,✓•'-„' �:,;, � _, 2X6 CONL 19 �18 839 39 CU NTLEDGfP. `� !• MIN, AIR SPACE FLOW 16 12 16 17 FL 12) 16 .FLOW FL 17 (,0 (12) � FLDV 10•STD r 2%3 SPr STUD l'1) l.,-D ,0 16.6 2,' 13 16' 6 24'13PT 10•STD. 12 J KNEE WALL !7•) 16 14 12 I,- - 41 l6tl TM NAILED EACH 3, 13 J --- J .' SIDE.EACH TRUSS' 16 31 ON SITE - _ 19 19 19� , 35 DETAIL "E" DETAIL "D" DETAIL 'E" EAT, WAL CATHEDRAL TRUSS EXT. WALL STD. TRUSS 37 36 77 L(,e CTANDARD OVERHANG DETAIL - 17 12) 1z 12 23 n 2]) 17 12� DETAIL "A" DETAIL "Ii" (;4 TYPICAL STANDARD ROOF BEARING TYPICAL CATHEDRAL ROOF BEARING " AND MAP,PIAGE WALL DETAILS AND MAPRIAr,E WALL DETAIL-- 231 `g yL] (9) tom) I'.�)-'--- - '�^✓— ,0 19) Zit L.v,L,LEDGER Qt.AL'T HANGER 15 1 WITH Z.,EXTERIOR WALLS (•1 r A 1 1] �✓ is � w- =1 1I I I 321 22 2, 22 2,) ) I—I ISC0.. J0111i vI AL UK LOL DR I I-I I II (. STxrIT z ' i'INDTLL sum rl�� ' 2 SEE NOTES BELOW�/• SE[ NOTCS BELOW-� I I I III I I;1 I•I ' • (I —I I i 11 ° ' -I�1 �- III IIII1�If 1�1-1 11 1�t--•1�1-1 11 I�1-1� � • � ° I" It I hITI=Tr-1 I I=1►I II i i DETAIL "G" YPICAL FLOOR GIRDER BEARING DETAIL "J" TYPICAL FULL HEIGHT BASEMEIIT WALL23) (40 (`7 1°, r(Vt) • �• •`.J 6.J IS EN°INEEM TNIRO PARTY. �^ —(41) (22 �Ecwf1wK'y 33 C • d Da DETAIL To DETAIL "E" _1=1TI—I 1 1I )II—III 1=III=1I _(„� m Nr TYPICAL SPLIT OR BI—LEVEL ❑VEFHANG TYPICAL SPLIT OR BI—LEVEL ❑VEPHAIJG II=III=III =II 111 ElI "-III C MAS❑NPY WALL r =III— STI ID WALL L III=II oirsMTT iI l l I II ll II IT ' I I II I I� TRA'PLAA'VP P1rRFICr�oY GENEFAL N❑TE� 1 LL _ _� (I•—� ffO�JIE.S; INC: I. SIZE. SPECIES AND GPADE OF MEMBERS SHOWN ON rPOS£ SECTION ARE TYPICAL. SEE Pr,, ASU FOP CALCULATIONS DETAIL f l -� � 717!ROUTE 922. eTlOW 146:C. PA 17842 MAIIAUL INDEX FOP SPECIFIC INFORMATION ACCORDING TO THE ACTUAL FLOQP. PLAN. " " —1 II I II III-111=III=1 I (670) 897-2999 FA.i'(970)B97-D28D 2. SEE INDIVIDUAL FLOOR PLANS AND RAFTER DETAILS FOR ADDITIONAL INFORMATION. TYPICAL CRAWL :]PALE PIED 3. SEE PAGE A36 FOP NOTES AND ADDITIONAL INFORMATION. DETAIL "K" TYPICAL SECTIONS & DETAILS TYPICAL CRAWL SPACE BASEEMENT WALL, I DATE, Rcv, OWG NO ORP/OWP/KLN 11/22/10 A 3 4, 'SPACE RESERVED F13R THE STATE STAMP 13F APPROVAL' '1e' 20 (SDI— (t9 �?�D>, 39) 16) v .� 16 17) _ � 12 [2� _ _ to ild " J 40 •'�- �C� FLASITE 40 1 ll�) .r -(17 3B) 400/ DN SITE _ • //- 16 19 FLlmR DVERMANGJ -- -�19) -- '-ly4) •• l2 _ BRICY. VENEER BY BUILDER t3 ' caR SIBINGI I]) la ^ ..—�I]) l3 .� 77_ PORCH STOUP —(�J BY BUILDER. - \- 17) m= DETAIL "P` 'a ®= 2.8 LA14DIlZ TYPICAL GABLE END ❑VERHAIIG DN SITE BY BUILDER 2) I21 12) tl U 2 19) 2-21 l) 32) 2 —EXPANSION DINT - - 34 12 C m 3! 32 DETAIL OW DETAIL "No I— III BI—LEVEL E14TRY WALL BI—LEVEL ENTRY WALL s DETAIL '0' —11l E SECOND FLOOR MARRIAGE WALL DETAIL II—IE 20) --* • / FLASHING _ f 12 '-(ON SITE, 14 12) (19 —{ . I E 13 u ° + II -(l31 'Mr o- ■.err _ Z T77 7) r{111 (241 --fza I22}- � - ��'� ENGINEEW THIRD PARTY, ♦r��afEWY N l2 REO ONLY WHERE Iv)WAILL SEPARATES 12) of. "`SE HQUSE 6 GARAGE (!+DETAIL L nL +a) s SPLIT LEVEL OFF-SET r '—(13) �19) DETAIL "R" DETAIL "t_"." " D1nMI1 ROOF i 21'ID FLOOR I14TERSECTI❑N 2ND FL❑❑P ❑VERHA14G DETAIL DETAIL T" T T'PICAL 21JD FLOOR DETAIL TVr PZ"OF i �AL PE.I' P£R!dCT/ON GENERAL NOTES + I �. ffOWMS, INC. I. SIZE. SPECIES AND GRADE OF MEMBERS SHOWN ON rPOSS SECTION ARE TYPICAL, SEE PG, A50 FOP +:ALCULATIDN� 7172 ROU76 SEC• MIDDLEBURO. PA 1784z MANAUL INDEX FOP SPECIFIC INFORMATION ACCORDING THE ACTUAL FLOOR PLAN.2. SEE INDIVIDUAL FLOOR PLANS AND RAFTER. DETAIL: FOR ADDITIONAL INFORMATION. (570)e37—zs33/AX(579)837-0E90 3. SEE PAGE A36 FOR NOTES AND ADDIT113NAL INFOPMATION. TYPICAL SECTIONS & DETAILS BY, - IDA ' TE kEV, DWG ND DRP/DWP/KLN 11/22/10 A 3 5 sscai■s_s.w...■..■ s� 'SPACE RESERVED FUP THE STATE STAMP QF APPROVAL•I I IQ WOOL 1�S lJJ VENT TIE DOWN CIILECTOR STQiiN COLLAR OVER FLASHING FIRE STIR SPAS ` 11f2•x6.20 GA `v1 \ OR BETTER _ d \�� GAL""STEEL STRAP 1 1 CTTERw - - OR ALfEP,NATC CQNNECTR - GALV. STCCL STRAP ` AP AIR FL13W - - ' vt CAPACITY FOR REDUIREP OR ALTEPIMTE CONNECTOR VENTED \, �5 VPLIf T LOa➢S V/CUPFT L O REQUIRED - FIRE STOP SPACER SOFFIT 21 HI TW CT❑RY �IJIJ FL�7❑R ❑VEkHAIYG TWO ST❑RY 1�T FLOOR - SUPPORT TOP TYPICAL VENTILATION DETAIL - STRAW WITH - CEILING T❑ BEARING, WALL 'STRAPS C��]D e � , 2'Mill TAB:HAIL Ifid NAILS I I AT 6.CC FIRE SUP SPAC /FIELD INSTALLED+ 3•NIN 1 1 1� BETTER GA GALV.STEEL STPAP DR STRAP OP ALTEPHAfE COIRIECTM- DR EWAL COiIN>TI"JSS/f`ArTEP W/CAPACITY FEW REQUIRED -CL0.L'CN1EP t2AM V/CAPACITY FO TRUSSlRAFTER UPLIFT LOADS UPLIFT LOADS 211II FLOOR-TO LT FL❑❑P r❑h&I- IMN C H I MI\I E Y PENETRATION DETAIL + PEPIMETEP OF HW)SE AND. ONE HALF «CEILING FLOOR GIRDjR . _ - ROOF TO MARRIAGE TRUSS TO EXTERI❑R WALL C❑NNECTI❑N WALL C01•4NECTI❑N I DOL JOIST--/ --DEL JOISTS \-FLR JOISTS I 1/2'x6' GA OR BETTER GALV.STEEL STRAP OR ALTERNATE COIINECTOP *rA . AlST HANDIER V/CUPU V LOADSREQUIRED TYPICAL FL❑❑R+ FRAMING, EXTERI❑R WA L T❑ FL❑❑R C❑N ECTI❑N I IORJOR B GALV.STW ALTERNAr ,. -7"6V/CAPACIT �LIJQ�iP.USS/RAFTE „no-yw•���� r,rrrrr� r.rrr�• REFERENCES: EWA E30-98, APA ENGINEERED WOOD C❑IISTRUCTI❑N GUIDE TABLE #24 ❑ETI❑NAL T P I I.:�S TO EXTERIOR Emu ffER THIR➢PARTY, GENERAL NOTES ( PGS. A34 THRI J A:36 J 16. P.-30 OR P-38 INSULATION ��..IIITN VAPOR BARRIER TOWARDS COIIDITIDNEU SPACE. WALL COLINECTI❑N 1. RIDGE VENT OR GABLE END VENTS 1T. I/2. OR 5/8' 11/2' WOdD'COMPPESSIOH STRIP OVER INTERIOR WALL'" Z. R-19, P.-30 OR R-38 A44-A45 FOR INSULATION VALUES INSULATION WITH VAPOR BARRIER TOWARDS CONDITIONED SPACE, t8. PREFABRICATED WOOD TR.USkkES OR FACTORY CUT RAFTERS SPACED AS REQUIRED PER CALCULATIONS MANUAL SEE PG. ASO ). Ef aNEW,Y I9. 2x6 SPF113 AT 16. OR 24. O.C. OR SPACED AS REQUIRED PER CALCULATIONS MANUAL i SEE PG. ASO ,. ➢ '4� INSTALLED BY FACTORY OR !N FIELD BY OTHERS !. SEE PGA. 20. ASPHALT , WIND CLASS. F ) SHINGLES COMPLY WITH ASTM D 3161 AND WIND TESTED TO ASTM D 3161 P 3. SAME AS NOTE R2 ABOVE WITH UNHEATED BASEMENT ONLY_ f LABELED ) OVER U15 FELT. 4, STEEL COLUMNS ( IN FIELD ), SEE FOUNDATION DETAILS ON.PG. A15. 21. APPROVED METAL JOIST HANGERS OR LEDGER. S. 3/8' � 4' LAG BOLTS ( 4 EACH COLUMN ) SUPPLIED AND INSTALLED IN FIELD, 6. 1/2' BOLTS WITH WASHERS AT 48. O.C. INSTALLED III FIELD 22• DOUBLE PERIMETER JOISTS TO MATCH THE SIZE QF THE FLOOR JOISTS. OP 1/2' LAGS AT 42' CC INSTALLED IN FIELD 23.4. 2x4 SPf R2 AT 16' O.C. OR SPACED AS REQUIRED PER CALCULATIONS MANUAL + SEE Pr,. A511 ,, 7. 2x2 CONTINUOUS LEDGEP 24. 2r THE HEIGHT OF FLOOR JOIST FOP BLOCKING LOCATED AT A CANTILEVER, Ala 25. MIIIIJMIJi4 i' AIR. SPACE FOR VEIITILATION IS REQUIRED BETWEEII TRUSSES RAF"TER`_ S. DOUBLE SPF RI FLOOR JOISTS AT AT THE TYPICAL ,, VERIFY JOISTS, TS, WITH S PLAN DETAILS. 26. •2) OP f4) PIECE SECOND LOOP GIRDER + I OP. 2 PER UNIT - WITH SPLICES STAGGEPED 9. DOUBLE PERIMETER JOISTS TO MATCH THE SIZE OF THE FLOOR, JOISTS, WITH SPLICE: 48' MINIJMUM OR PER CALCU TIONS MANUAL ( SEE PCB, ASO ,, 0124111 STAGGERED AT 4B' NINIJMUM. 27. (4) PIECE FIRST FLOUR CE LIIIG GIRDER. + 2 PER U141T ) WITH SPLICES STAGGERED 10. !4) PIECE CENTER FLOOP. GIROEP + 2 PEP UNIT TYPICAL - WITH SPLICES STAGGERED AND 48' MIHUMUM-OR PER CALCULATIONS MANUAL + SEE PG. A50 x LOCATED AT 8'-0' INCREMENTS OR AS PEP CALCULATION MANUAL ( •SEE 114DEX PG, ASO +. 28. 1/2• BOLTS W/ WASHERS AT W-u• D.C, + FIELD INSTALLED - OR 1/2' LAGS AT 7•-0. O.r•. , FIELD INSTALLED 11. 19/32' APA RATED STURD-I-FLOOR, OR 5/8 OR 3/4' PLYWOOD OR OSB, 16• D.C. EXP.-1. 29. 2x6 SPF 02 CEILlNr, JOISTS AI 16' D.C. • TYPICAL ), VERIFY v17H INDIVIDUAL PLAN DETAILS. 12. l/2' OR 19 O GYPSUM BOARD CLASS C INTERIOR FINISH 30, DOUBLE 2x10 OR 2x12 CEILING PERIMETER WITH SPLICES STAGGERED AT 48' MINUMUM. l3.EXTERIOR OR E R-21 INSULAiIOIy WITH VAPOR BARRIER TOWAP.DS CONDITIONED SPACE. 31. CRAWL SPACE FOUNDATION WALL ON SITE BY OTHERS ( SEE PG. A1S �. 14, EXTERIOR SHEATHING 32, BASEMENT FOUNDATION WALL ON SITE BY OTHERS ( SEE PG. A15 / (A) 5/8aSB N.A. RATED SHEATHING 33. 16'xt6' CRAWL SPACE FOUNDATION PIER ON-SITE BY OTHERS ! SEE PG..AIS ,, TH6P6.1,1'or (B) 5/8' PLYWOOD T-!ll \ ./1P�.1 PBRISCl/DA 34. (2) DR (4) PIECE CEILING IRDER , I DP 2 PER UIOT ? PEP. CALCULATIONS MANUAL i SEE PG. ASU (C) t/4 MAY 35. (2> PIECE: OF I/2' PLY O ^TP.UCTWOOD FILLER., (D) 3/4' GYPSUM 36. DOUBLE 1/2' OR 5/8' x 1 /2' COMPRESSION STRIP !E) P.-MAX 37. DOUBLE 2Y4 SPFN2 TOP PLATE AT MARRIAGE WALL. 717E ROUTE 52E, MIDDLEBURG. PA 07842 15. EXTERIOR SIDING , 38. EAVES FLASHED WITH A.STRIP OF MINERAL SURFACED POLL ROOF TO FxTEND TO A POINT OF 12• (5701 837-2333 PAZ(670)837-0200 (A) DOUBLE 4 c OR 5 ) VINYL SIDING OR SIMILAR IIISIDE THE INTERIOR WALL LINE. MI14. (B) SHIPLAP VINYL SIDING 30- UPLIFT CONNECTORS FROM ROOF TO WALL TYPICAL SECTIONS & DETAILS (C) 6 1/2' BEADED VINYL SIDING 4U. THE EXTERIOR WALL ENVELOPE SHALL BE PROVIDED WITH A WATEk/VEATHEP PESIS7AlIT BARRIER PEP CODE. tD) CEDAR IMPRESSIONS 41. ON-SITE FIREBLOCKII•iG IN CCORDANCE WITH SECTION R602.8 By. DATE- REv DWG NO DRP/DWP/KL 1111/22/10 A36 11I II�AL F.LOOP TI?�I` / IE ) 20^0 IHRU 60'-0 'SPACE RESERVED FOR THE STATE STAMP OF APPROVAL' INSTALLA f ION OF 1 AIL I I,E. PERIMETER4pr BANDS 2.10 SPF 12! I6•UC FLm?JOISTS OR FLOOR TRUSSES 2.UP JOIST HANGERS\, A • • • • (2)2.10 SYP 12^ ti t FLOOR GIRDER \ ` �• PER CALCULATIONS MNIUAL :A 11 ` t SEE M A'SO) - -- `"' -_ -- -- -- __ __ __ __ __ __ __ L__L__ 1 3/4•MINIMUM BEARING 3/4•,48'PLYWOOD REINFORCEMENT Oil UK OR - 2'-0•MAX,.CANTILEVER I _ -_ _- -_ -_ _ 6 DOTH SIDES AS REQURED BY DESIGN. a ATTACH REINFORCEMENT TO TOP AND BOTTOM CHORDS WITH Bel NAILS AT 6.OZ.STAGGER - NAILS TO AVOID SPLITTING TYPICAL 14D BEARING TRANSFER TYPICAL LOAD BEARIN• CANTILEVER ` 20 CP CDUIVAL%1- JOIST t(ST >OR OR LEDGER TYPICAL FOR 2nel LCDGCR UPI AL ' FLOOR Or TWO STY f101T REQUIRED FOR FIRST FLOOR) --� TYPICAL FLOOR FRAMING PLAN 240 PERtMC7ER, A Hili 1• BEARING ON - I 20'-O'IMRU 68'-0' OM CP:STPIP T 2)2,10 SPF 12 PERIMETER BMIDS w 2.6 WALL I/2'.4•COW.;TRIP A LL 2.6 STRDHG DACY. BRIDGING 1S REDULP.CD C IIr-10 OR SECTIO14 A-A .2.6_,Pr 12!16'OC LESS TO PROW K, r T SHARINO AND AREDtlCEPPLICATIONS VIBRATION CEILING JOISTS Fr 4SINri UK,O'THE rULLOViNG APPLICATId15• y 2.2 LE R APPLICAi1QJ 16 ATTACH 2.6 TRUNO BAd: BRIDGING 7O BOTTOI t:F�tD WITH(21 11D.3•LUNG SCREWS t2)2.10 SPF 12 CEILING GIRDER FLOOR PLANS WILL INDICATE BEANS ATTACH TI@I Ad NECESSARY TO SPIN LARGER u ATTACH 2G16 STRONG RACY.BRIDGING WITH(3)Ipel NAILS TO 2.SCAR NAILED TO TOP AND BOTTOM CHORDS WITH QPENINGS AS STGECIr1ED IN APEX - -- -- -- -- -- -- - (2)IOel NAILS EACH END HOMES; SEE PM PG ASO,HIR1D11 STRONG "4r 2.SCAB NAILED TO T13P —OVERLAP BACK BRACING A MINIMUN Or AND BOTTOM CHUR.DS WI C E TRUS SPACING (2)IOd NAILS EACH CND �,,/^ ~ .• �� �/ •"/ �' JOIST HANGERS(STD)OR- LE OPT OVAL TYPICAL CEILING FRAMING PLAN FOR le+ F OOP OF A TWO 'TOPI mw1*fi7ATLc121131m=t mman leimw xyGA1W.� r• .;'/ 20'-0' THRU 68'-0' (..P,.A( ;,-fir �'" ,.•"� .. 1 U 2.8 SPr 12' (�V LjjA�i o2-o Ett(= �•.4.'r / r.'`/.' PERIMETER BAND lt.vGG....^_ .� GA...... -2.6 MINIMUM OR p`��•�" '^" . /'J•' (2)2.4'S NAILED TOGETIEF WITH fuel NAILS AT TYPICAL STAIR OPE14II4G FRAMiI I+ PLAN / ...,r l2.OC.MAY BE USED t0 REPLACE 2.6 TEMPER r' ATTACH ID BOTTOM ENGINEER, THIRD PARTY, CHORD VIT" t2) 11D-3'LONG SCREWS 2.8� -M 12!16•UC!✓'� r•ELING JOISTS pF NEIP FEP CALCU.AIIUNS MAN OBI JAL lti Yq ( SEE PG ASO) L[t,.i TYPICAL STRONG BACY D TAi PMAL 22•x L L11 'CUEING r..- __--�--� CSS PANEL ^13' I THESE f_ONDITIONS APE NOT PEPMITTED 1 po WIxsO t,44U DO 140T TRIM PAST METAL WEB 1 (2)z.e 'Pr 12 CEILING ll llfi GIRDCP [L 11 .1L - 1 DO NOT CUT, DRILL OR IIOTf,H I FLOOR PLAIT_WILL IHDICAIE REAMS I DO NOT DRILL HOLES iN OSB OR METAL WEB I i2CE'SAPr TO SPAN LARGEP �- �--�-� •�-��.- -.---I OPENINGS AS SPECIFIED IN APEX HOMES•CALCULATIONS HAHIJAL Y ow4mi ( ME PG ASD., ru +* REFERENCECI EWA E30-9E. APA• EN13INEERED WOOD CONSTRUCTI❑N GUIDE TABLE #24 TBGS P64A'OP A ZP�:I� PBRPSCl/ON GENERAL NtJTE 1 � Hoiffl'S, INC. I. SIZE, SPECIES AND GRACE OF MEMBERS SHOWN CROSS SECTION ARE TYPICAL. SEE PG. ASU FOR CALCULATIONS 717 (570) 837-ZS39 PAX(670)837-0290 MANUAL INDEX FOR SPECIFIC INFORMATION ACCOP.DtNG TO 2 RDU7E 622, MIDDLEBURG. PA I7842 TO ACTUAL FLOOR PLAN. 2. SEE INDIVIDUAL FLOOR PLANS AIJD RAFTER. DETAILS FOP ADDITIONAL INFORMATION. JOIST Hu(cERs I;rD, 3. SEE TRUSS MANUAFACTUREP.S DRAWINGS FOR INDIVIDUAL SPECIFICATIONS AND DETAIL. LEDGER IIONit TYPICAL FRAMING DETAILS 4. SEE THE APEX HOME, INC. QUALITY A�SURANf•E MANUAL FOR INDIVIDUAL STATE SEALED TRUSS DPAWING-r FOP EACH TRUS- DESiF,N' Dr. D4rE• v[V. pvG Np TYPICAL CE1LIN FRAMiNF PAN TOP FLOOR FOR S/IP THRU I?/l° R Fj�R SY�TEh1 _ DRP/DWP/KEN 1 j/ 11 A H 2e644 'PF 03 I TOP PLATE 2,4,14 'Pra3 DP 2x6.s14 SPFq$ 'SPACE RESERVED FOR THE STATE STAMP of APPROVAL' 1 TOP PLATE rN q W w alu -3 J� JI- d' aS KK �N K Q AtrIx qq� a= rYK W 4•�W 6 \ rY Iti R 64� C \\ iu)W- acup O.F saV._ 4� 4W yN 4<l� NNN N� \ NHO I 1- N * xo vNj NJ �I XQ'� W a.XQ. �- n'y IY rU v, N IU N ' 7/16 OSB 1/2' DRYWALL. SHEATHING WALL INTERIOR SIDE ' 1 2x6xl4 SPF 43 J (2) 2x4x93 SPF 02 , 2r4x14 SPFg3 OP.-� 2> 2r4r93 SPF 02 PLATE FLAT WALL TIE W/ 2x6xl4.SPFg3 FLAT WALL TIE 4 LAGS BOTTOM PLATE W/ 4 LAGS TYPICAL END WALL FRAMING, TYPICAL END WALL FRAMED ❑PENINGS. TYPICAL INTERI❑R WALL FRAMING, TYPICAL IIITERI❑R WALL FRAMED ❑PEHING,S NOTE r ALL FRAMING MEMBERS NOT NOTED ARE AS LISTED IN TYPICAL DETAILS IIOTE ALL FRAMING MEMBERS NOT NOTED ARE AS LISTED IN TYPICAL DETAILS I DDL PLA sPF 63 7/I6 Dse INTERIOP TO INTERIOP. TOP PLATES WALL CONNECTI❑N DETAILS INTERIOR TO BEARING CONPRESSIdi STRIP w11 HIWALL CONNECTI❑N D TAIL a Jc TYP.) (TYP.) I HUR SIZED PLK ,PAII_SIZE ( YP.) t j 1 1 3 x 6 METAL �I�I'IDI��D�I1I�IIBI�= �Q N I M•-(TYP.)—i 2r6 SPF q2 JACK STUDS + JO—L CLIP PLATES AID---GANG HAIL N0, DICTATED BY SPAN SIZE PPPL3 a= $1NGLE� i ( SEE PG. A50 FOR INDEX ) i TOP VIEW TOP VIEW 1WIND❑WI 1 MULLED OR COMBO I - ?c ❑PNG WINDOW` 611 _I 4� '~^ I i I 1TYP.r1 i 1 2x6 SPF q2 BOTTOH SILL tTYP. `160 MAIL-' — - -4)-7/16' 4• LAG — - - 1 I BDLT V/ WASHER I ROSL SECTION LP❑SS ZEf TI❑N I SB U❑❑k EXTERIOR WALL ; ❑PNG SHEATHING I I I 1 2x6x14 SPF q3 (2) 2x4x91.5 SPF 4 2 fill 11 PLATE FLAT WALL TIC W/ Lc2)2x4x93 SPF 112 4 LAGS FLOOR PLAN VIEW FLAT WALL r1E FLOOP PLAN VIEW TYPICAL SIDE WALL FRAMING TYPICAL SIDE WALL FRAMED ❑PENING`' NOTE r ALL FRAMING MEMBERS IIOT TYPICAL I14TERI❑R WALL C❑NNECTI❑NS NOTED ARE AS LISTED IN TYPICAL DETAILS I, DBL 2x4xl4 SPF #3 7/16 OSB , TOP PLATES COMPRESSION STRIP L PER SPAN.2X8 STD. CLG BEAM C �� BEAN SIZED SIZE HDR SIZED PER SPAN SIZE 11 II J W II 11 ZN II 11 >� 2r.4 SPF a2 JACK. sruDs GANG NAIL PRPL3 ru ND. DICTATED BY SPAN SIZE �C a W U Nt_ a 11 II wpD.n11L1Y■1 R)�� ■ �t•� 2r4 .PF 02 JAF,): STUDS ' Aa■■■I■�ilm0 .A1 11 ` '•� N Na DICTATED BY SPAN SIZE --IL2,4 912 TEMP 11 Swim SUPPORTSII �•�" II 48' O.C. II TQP VIEW `�. .. r�N HEADERED ARCHWAY TOP PLATE TO TOP PLATE 7/16 OSB EXTERIOR \ a I' EXT WALL CONNECTION DETAIL ERIOR WALL11 SHEATHING CLEAP SPAI1 OPENINGGIGINEERr THIRD PARTY, FL WALL E14TJ WALL TOP PLATE OVEPLAP: L5 SPF R2 L2LATE SPF a3 SIDE WALL TOP PLATE FOR TIE IN FLAT WALL TIE V/ PLATE 4 LAGS SEE TOP VIEW FOP CONNECTION tE�NEM,Y TYPICAL MARRIAGE WALL FRAMING TYPICAL MARP.IAGE WALL FRAMED ❑PEHINGS o NOTE I;ALL FRAMING MEMBERS N07 Jc I•IOTED ARE AS LISTED 1N TYPICAJ DETAIL: pQ WmW b+o Lai i �� 3 OTF14I11 V, G V+ EI4D WAIL p R/d'CT/Oh ww REFERENCE`.: EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 � JlP�:I 011) WALL ffNfES, ING: -GENERAL NOTES TQP vIEW FLOUP PLAN V1 W 7172 RDUrE s22. N/DDLEBUBD, PA T7e42 (670)837-2303 FAX(s70)837-0290 1: SIZE, SPECIES A140OP GRADE OF MEMBERS SHOWN OW CROSS ACTUAL LIJ ARE TYPICAL. SEE PG. A50 FOP f.ALLULATIDNS T'fPICAL EXTERIOR r❑PNEk' WALL ❑t�l IEI TI❑1J WALL SYSTEMS MANUAL INDEX FOR SPECIFIC INFORMATION ACEQRD[NG 7p ACTUAL FLOOR PLAN. 2. SEE INDIVIDUAL FLOOP PLANS AND RAFTER. DETAILS FOP ADDITIONAL INFORMATION. By, DAIG REV. DWr,MD DRP/DWP/KLN 11/22/10 A 3 9 u 'SPACE RESERVED F® THE STATE STAW DF APPROVAL. o Z F YCL R I U W �e N0: W qco I W Y.`1.. u� n� W Ga O_ 00 ua. q Q-) J� cu PJ0 Jam•.I-W pN Cu NL7 Of QZ�z IdZPJO FIN-Y N� 3 r• v q LJ � J o2 YWJ n J � m W Rl W IE A� N M YW3 Nf Nu. 7 ELECTRICAL BLOCKING, WASHER BLOCKING, CENTER OF VANITY zu a Tn La ' • ... W -XaXr, m I / N AU <0 AZ Jxm N IZE3 p Z- JN uq u a U qJ 0 ~�= T m W T cum +u In N STD SHOWER= BLOCKING KITCHEN BLOrrING MM CABINET BLOCKING STD TUB BLOCKING .. I TYPICAL BLOCKING WALL DETAILr- gr NOTE JALL BLOCKING, IS 3/4• , 1• WRAPPING, STI KS UNLESS OTHERWISE NOTED 3'RS" 20 GA. PPOTECTIVE t�c '- STEEL PLATE P.ECl'D umu,•Nr,m�°"�' ++ter+•Awre r■.�,(�A1 W. WHERE PIPES PENETRATE4' 14 1/2' 'u GA. PROTE�T IVE ARE I3D STEEL PLATES REQ'D ARE WIT PLATE: A14DWITHIN 1 I/2' OF EITHEP EDGE WHERE WIRE: PENETRATE PLATES ENGINEER. THIRD PARTY. Saw 0 d a} PLUMB11dG PPE 1='ANEL BDXEL AND ELEf TPIC DR❑Ny W T ►`PIFAL <- TEEL PLATE LOC.AATION WALL DETAILL O1R4H1 Ax REFERENCES: EWA E30-9E, APA ENGINEERED WOOD 1_❑NSTRUCTI❑N GUIDE TABLE #24 F.9C rNERAL N❑TE� �LPS+'�I- p1*01"F/ON flOhlES, lM. s ZE, SPECIES AND GRADE OF MEMBERS SHOWN ON CROSS SECTION ARE TYPICAL. SEE PG. A50 FOP CALCULATIONS 7172 ROUTa szs. Af/ORLEDURL•. PA 17842 EE INDIVIBUALOFLOORCPLANSNANDMR PLAN, RAFTEP. DETAILS FORADDITIONAL TO ACTUAL DU[NFOkMATION. (570)Ba7-8ssa FAX(670)837-Osup WALL SYSTEMS Sri DALE, REV. DVG NU DRP/DWP/KLN 11/22/10 A 4 0 INSULATION VALUE ❑PTIOI IS FOP ROOF / CEILING ASSEMBLIES INSULATION VALUE ❑PTIONZ FOP EXTEPIOP WALL ASSEMBLIES C 'SPACE RESERVED TDR THE STALE STAlO.OrgppRlVgU• 2x4 DIM. CHORD .INSUL. AREA FRAMED a,,4 BTM, CHORD 2x4 STM. CH13P.D AREA 7/16' O.S.& SHEATHING 7/16. D.S.B. SHEATHING 7/16. U.S.B. SHEATHING INSUL. AREA., FRAMED INSUL. AREA FRAMED P-5 POLYSTYRENE 3/4' POLYSTYPE14E AREA FOAM BOARD FRAM BOAkD(R-3.B) 3/41 P13LYSTYP,ENE AREA �� k-11 F.G. BATTS FOAM BOARD(R-3.8) P.-13 F.G, INSUL. W/VB P-19 F.G. INSUL, W/VB P,-21 F.G. INSUL. W/VB + INSUL. ( COMPRESSED VALUE OF R-17 )+ 1/2' Gyp. BRD. V114YL SIDING I/2' GYP. BRD. 1/2• GYP. BRD. R-30 F.G. INSUL. W/V. F.G. INSUL. P.-38 F.G. INSUL.• VINYL SIDING VINYL SIDING W/V.& W/V.B. W/V.B: 12x4 STUDS @ 16. O.C. 2r6 STUDS 8 I6' O.C. 1/2' GYP. BRD. 2x6 STUDS 2 16' O.C. . I/2' GYP:..BP.D: 1/2' r,YP. BRD. 2x8 CLG. JSTS. 7/16. O.S.B. SHEATHING 2x8 CLG. JSTS, 2x8 CLG, JSTS. 7/16. O,S.B. SHEATHING 1 1/2' POLYS7YRE11E I ,�� ••._P.-Il F.G. BATTC FOAM BOARDSTYRE) 7/16. O.S.B. SHEATHING INSUL. VINYL SIDING R-19 F.G. INSUL. W/VB R-19 F.G INSUL. W/VB VINYL SIDING ). ( COMPRESSED VALUE OF R-17 ) ( COMPRESSED VALUE OF R-17 > R-21 F.G. INSUL. W/VB' R-30 F.G• INSUL. J 1/2' GYP. BP.D. W/V•B. I 1/2' GYP. BRD. VINYL SIDING 1/2' GYP. BRD. W/V,B. P.-36 F.G. INSUL. P.-38 SUL.F.G, IN 2x6 STUDS 2 16. O.C.I/2' GYP. BRD. W/V'b' 2x6 STUDS E 16' O.C.1/2' GfP. BRD. V1/2' GYP. BPD, 2x6 STUDS E! 16. O.C. INSULATION VALUE ❑PTIONS FOR VALiLTEU RODE / I,EILII'JG ASSEMBLIES ' IIJSIJLATIOII VALUE OPTIONS FOP FLOOR ASSEMBLIES C211D RAFTER. `2x12 RAFTER, 2r16 RAFTER I' MIN. AIP SPACE 2xI2 RAFTED 235N ASPH. SHINGLES 1' MIN. AIR-SPACE 235N ASPH. ;HiIJr,LE_- 235R ASF .'SHIIJG[ES 2..E FLP.-JETS. z,.8 FLP. JET 7/Ib' O.S.S. SHTG. 235q ASPH. SHINGLE[. - r S _ - 7/16' O.S.H. SHTFs 7/!6 O. .B. HTG. 15/32' T C r D.E.B. a - 7/16' D.S.B. SHTG. U14-12' YMENT 2• T 6 G O.S.B. - UNIIERLAYMEN T R-30 F.G. INSUL. P.-30 F.G. INSUL. P.-38 OR R-49 F.G. INSUL. W/V.B. (COMPRESSED) V/V'B' R-38 F.G. INSUL. W/V.B. P.-30 F.G. INSUL 1/2' GYP. BRD. W/V.B. .COMPRESSEDi W/V.B. (COMPRESSED) R-I9 F.G. INSUL. 1/2' GYP. BRD. 1/2' GYP. BRD. W/V.B, ' �1/2' GYP. BRD. I' IGENERAL NOTES : L INDIVIDUAL HOME PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILL1140i PERM I.APPLICATION SHALL BE ACCOMPANIED 8Y A SIGNED P.esrMECK REPORT. A PERMANENT CERTIFICATE, INDICATING ALL R. U AND SHGC VALUES t1c ALL INSTALLED MATERIALS. SHALL BE IN"IJLATION VALUE FOP' 1ST TO ciJD FLOOR EXTERI❑E' PEPIMETEF 2• RESIDENTIAL BUILDINGS SHALL BE DESi�D IN CLC12PDAANCE WITHRTHESTHERIALCT HPERF 4CUIT CERVALUES LISTED IN C14APIEP 110Or THE 2010RNYS�ESIDENTIALSCODE THE APPROPRIATE THERMAL PERFORMANCE SHALL BE DEPENDENT ON THE HEATlI1G SYSTEM TYPE THAT PROVIDES COMFORT CiINDITIONING•TO THE MAJORITY OF THE CO13N T➢JED FLOOR SYSTEM 3. ALL"BUILDING ENVELOPE ELEMENTS THAT CONTAiII MATERIALS W141CH ARE CAPABLE OF ADS13RDING 13R CMSU14114G AND HOLDING HOISTURE SHALL B PROTECTED BY TI-11 A VAPOR RETARDER LOCATED IN THE WINTER VAR" SIDE DF THE INSULATION.4. INSULATION SHALL.BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES, PERIMETER JOISTS AND CORNERS. 5. ALLOWABLE INFILTRATION RATES VARY PEP. LOCAL CODE ( LISTED AND LABELED PROPERLY �, FR-19 G -.WINDOWS, SKYLIGHTS AND SLIDING DOORS =/( 0.3 ( CFN PER SQUARE FOOT OF WINDOW AREA ) PEP NFRC 400 TESTING OP AAMA/WDMA /V MA/CSA 101/I.S.2/A440 SWINGING DOORS ='< 0.5 f CFM PER SQUARE FGOT OF WINDOW AREA ) PER 14FRC 400 TEST114G 13R AAHA/WDNA /VDMA/CSA 101/1.S.2/A440 - RECESSED LIGHTING =/< 2.0 CFM OF AIR MOVEMENT FROM THE CONDITIONED SPACE. IC RATED AND TESTED TO ASTH E 283.6. ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOWS AIID DOOP. FRAMES', BETWEEN WALLS AND P.00F/C ILIIIGS. BETWEE14 -21 F.G. INSUL. WALLS AND FLOORS OR FOUNDATIONS. BETWEEN WALL PANELS, AT I,ITILITY SERVICE PENETRAT1134S AND BETWEEN DISSIMILAR MATERIALSCAULKED, a ° GASY.ETED, WEATHER-STRIPPED OP 13THERVISE SEALED PPOPEP.LY. SHALL B w+rLenmtaml 7. AN AIR INFILTRATION BARRIER SHALL BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING INSTALLATION REQUIRES A LOOSE-FITTING APPLICATION. WEATHER RESISTIVE BARRIERS PER ASTH D226 WHERE APPLICABLE PER STATE r_0➢E,. 6. ALLTHE FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES. WITH THE DAMPER IN THE CLOSED POSITION, NOT TO EXCEED 20 f.FM AT 0.3 INCHES V TER. G IF L.F DAMPER ALONE DOES NOT MEET THiS REQUIREMENT, TIGHT FITTING NDII-COMBUSTIBLE FIREPLACE DOOR_ SHALL BE USED. HUGE. 1F THE 9.THIS ALL.FiREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OF COMBUSTION FTHAIR, DUCTED FROM TILE OUTDOORSED. , OF SUFFICIENT QUANTITY TO SUP i CIIMBUST1O14.10. NO DEViCEE1NHA FIREPLACEPTHATUSE A FUEL GAS FOPEiTSOPERATION SHALEING FULLY L EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING PILOT IGHT. IT. AT LEAST ONE THERMOSTAT SHALL BE INSTALLED Fi3R EACH SEPARATE HEATING AND COOLING SYSTEM - TO BE FIELD (t4STALLED UNLESS NOTED OTHERWISE. 12. EACH DWELLING UNiT WITH THE PRIMARY HEATING SYSTEM BEING A FORCED AIR FURNACE SHALL BE REQUIRED TO HAVE AT LEAST l3ME THERMOSTAT CAPABLE Qf ENGIKEEfh THIRD PARTY. CONTROLLING THE HEATING AND COOLING SYSTEM DN A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS A7 DIFFERENT TIMES OF THE PAY. THIS SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN DI 55'F OR UP TO BSTH TO BE FIELD SUPPLIED AND INSTALLED UNLESS NOTED OTHERWISE. 4'tEEPNETyr 13. ZONING - AN ACCESSIBLE MANUAL OR AUTOMATIC MEANS SHALL BE PROVIDED TO RESTRICT OP SHUT OFF HEATING AND > OR COALING TO EACHITERMII4AL UNIT. 14. SUPPLY DUCTS LOCATED IN ATTICS SHALL HAVE A MINIMUM P.-8 INSULATION VALUE-ALL OTHER DUCTS q�v THERMAL ENVELOPE. UCT TO BE R-R, UNLESS LOCATED WITHIN TH BUILDING la ALL TRANSVERSE J0114TE ON SUPPLY AIR iUCiS LOCATED OUTSIDE Of A K aT OR A COMBINATION THEREOF AND MUST BE VERIFIED BY A POST-+•' CD11D1TIONEU -ACC MUST OE SL'NL[U WITH ADHESIVES, SEALANT, c ONSTP.V17H N OP ROUGH-IN TEST. GhSK T,,. TAPE SYSTEM: o 16. MECHANCALSYSTEM EXHAUST AIR INTAKES AND OUTLETS SHALL BE ABUIPPEDOVE WiP A TIGHT 'HUTHALL DAMPER AT THE BUILDING ENVELOPE TO MINIMIZ AIR LEAYAGE. Po 17. MECHANICAL SYSTEM PIPIIIG CAPABLE OR CARRYING FLUIDS ABOVE ON V OP. BELOW 55'F SHALL HAVE A MINIMUM P.-3 INSULATION VALUE, 4ATW 18.'SERVICE HOT WATER PIPITIG SHALL HAVE A MINIMUM R-2 114=ULATLON VALUE,19. GLAZING IN DOM, PANELS AND WiNDOWS TO BE SAFETY GLAZED PEP SECTION R3U9.4 OF THE 2UIO NYS RESIUENTIA, CODF. 20. THE U-FACTOR OF FENESTRATION PRODUCTS c WINDOWS, DOORS AHD SKYLIGHTS ) SHALL BE DETERMINED IN ACCORDANCE WITH IaRC 10o BY AN OiTt4/11 I INDEPENDENT LABORATORY AND LABELED AND CERTIFIED BY THE MANUFACTURER. ACCREDITED 20. iTIE SOLAR HEAT GAIN COEFFICIENT (SHGC) tl< FENESTRATION PRODUCTS ( WINDOWS, DOOR$ AND SKYLIGHTS + SHALL BE DETERMINED I4 ACCORDANCE WITH NFRC 2UU BY AN ACCREDITED INDEPENDENT LABORATORY AND LABELED AND CERTIFIED BY THE MANUFACTURER.. TMA'PSAd'OP --Oz pE;I• rxwTArnon �j`�' HOBlE'S 1A C: 7172 ROUTS 622.MLDDL920RO,PA 17942 (5701 837-ZMS W(67o)est-otoo ALL DETAIL '_HOWN ARE DESIGNED TO.MEET OR EXCEED THE REQUIPEMENTS ,Y. INSULATION VALUES ' [wT1 REV, e OF THE ENERGY IyONS�EFVA1�101•I I:DIJ�.TF'iIrTIOiJ CODE OI"• IVEW 'tOF'� :.TATE DRP/DWP/KIN 11/z2/lo Dw4 NU A44 'SPACE RESERVED FOR THE STATE STAMP Dr APPROVµ- INSULATI❑IJ SCHEDULE 'ROOF/CEILING WALL'S R-L'O INSUL.-- .-2x4 TRUSS- w/ V.B. - I12' DRYWALL VINYL SIDING 1/2' DRYWALL U-0.032 ING ' 7116' OISB. 2x4 STUD U-0:07CI R-13 INSUL. w/ VB. R-38 INSUL, - ,-2x4 TRUSS -1/2' DRYWALL w/ V,B. /\ / VIN`rL SIDING �'""'�'-.. WE2x4 1/2' DRYWALL IJ-0.026 1/2' R-MAX ❑R STUD t-0.054 3/4' STYROF❑AM 7/16' ❑SB. R-13 INSUL. w/ VB. R-30 INSUL. /-2x8 RAFT.- 1/2' DRYWALL w/ V.B. ��, 1/2' DRYWALL U-0,039 5t8' PLY T1=11 2r.4 STUD -0:076 R-13 INSUL. w/ VB. ROOF10EILING., VINYL SIDING _ 1/2' DRYWALL 7/16' ❑SE.-i 15q FELT '-2350 SHINGLE, 7/16' pSB. 2•6 STUD /_2:�10 RAFT.- . U-U.0.,3 P.-19 INSUL. wi VB. U-0.035 /R-30— 1/2' DRYWALL ( COMPRESSED VALUE OF R-17 i i. VINYL SIDING` 1/2' DRYWALL 1/2' R-MAX OR 2r.6 STUD FLOOR 3/4' STYROFOAM U-U.043 R-19 INSUL. w/ VB. 19/32' T&G ❑SB. 7/I6' ❑SB. ( COMPRESSED VALUE OF R-17 VINYL SIDING U-0.050 � 1/2' DRYWALL \—R-.19 INSUL. -2x10 FLR JOISTS 1 1/2' POLYSTYRENE 2x6 STUDS G- 16' or. w/ V B. J-0.038 FOAM BOARD 19/32' T&G OSB. 7/16' OCB. R-19 INSUL. w/ VB. COMPRESSED VALUE OF P.-17 U-0.040 `•._R-19 INSUL w/VB. -2x10 FLR JOISTS I.OMPRESSED INFILTRATI❑N INF❑RMATI❑N ItFILTPATION FACTORS m _ AIVIM.IDMmLOmI 7 IS REDUCTION FOP STORM PAIJEL AMID/OP WEATHER STRIP AS FOR TABLE I PG. 21S ASHRAF r• W-�' - r +Aar Z D's _ .018 VTTI-T❑l AIP G_HAIJGE ASHkAE 24.6CA3 V = VOLUME T -TO = 72' - WF = TEMPERATURE DIFFERENTIAL BASE w+ I. AIP CHANGE = WI14D❑W OR DOOR 1 WALL 0IGx.72xIx..667 = .86 BTIJH/SU.FT. ENGINEEP• THIRD PARTY, 2. AIR CHANGE = WINDOW OR DOOR d WALLS S�OF MEwr .018x.72x1.5x.667 = 1.30 BTUH/SG1,FT 3. AIR CHANGE = WIIIDOW OR DOOR 3 WALLS ' as ,• _ .018x..72r.2i,667 = 1.72 BTUH/CQ.FT. 114FILTPATION L❑S-` FOP DOORS AIJD WINDOW" SHALL NOT EXCEED [HE FOLLOWING WI14D❑WS: 0.5 CFM PER SF SLIDING DOORS: 0.5 CFM PER aF SWINGING DOORS' 0.3 CFM PEP SF o1RM11 MAXIMUM GLAZING, PERCENTAGE SHALL NOT EXCEED 15% OF THE TOTAL EXTERIOR. WALL AREA ■ HANDBOOK. Of FUNDAMENTALS GENERAL NOTES nv�Pia Dr SYSTEM AND SUBMITTED .% /lP�Y inuArrron I. INDIVIDUAL HONE PLANS DERIVED FROM THE TO LOCAL CODE ENFORCEMENT.OFFICIAL IN C13NNECT113N WITH BUILDING P MIT APPLICATION SHALL BE ACCOMPANIED BY A SIGNED RRSCHES REPORT. C PERMANENT CEP.TIFICATE, INDICATING ALL R. U AND SHGC VALUES OF ALL INSTALL D MATERIALS, SHALL BE LOCATED ON DR IN THE ELECTRICAL PANEL < SHALL NOT [OVER OR OBSTRUCT THE CIRCUIT DIRECTORY, SERv►CE DISCONNECT OR ANY OTHER REQUIRED LABELS). 7172 ROUTE au,ANDDLEDUAD. PA MIL (E7OJ 837-9E73 FAX(570)817-0E9D i 4 INSULATION VALUES BY. DATE. PEV= uvc NO DRP/DWP/KLN 11/22/10 A 4 5 NOTES 1.ALL PLUMBING IIOT PROVIUCD BT APEX ID BE SUPPLIED L INSTALLED I 1 ON SITC BY BUILDER. UVV PIPE. �,. TO DV 'SPACE RESERVE➢f➢A THE STATE STAMP DF pPPppVµ• 2. IN BSMT)OGEES.VgSHEP Nqr BC LQ:AfCD III BSMT,ON SITE "1// DVV COUPL11tfi I ECCC IIIIOTC NEC 7A0fLCxIBLC CONHECtTNI DY BUILDER 1 ,-I v2' SAN t[[ 3, BATH TUBS AND SHOWERS ARE L151E0 BY AN APPROVED AGTEICY ( OWv,URN) l V2''AM IE DIS WTI: 4;HEIGHT OF VATEPPROO'UG IN TUB AN •)GONER SPACE IS 6'-D•HIII 1 l/2.0 Y012•ABOVE 1��A 5.THIS VENT EITHER 11ERCM'CD TO Y L 12'BELOW ACE U6 OR DW FIFE j L BELOW ELBOWS OVER a1N➢ClNNE[iS TO 7•HAUL VENT WIT"3.3.1 1/2 TEE ( • / 112'0 1 t \. -CONY 1 02'VENT �•1 1/2•P ?PAP SEE NOTE 7 6 ABOVE INTERCONNECTION N pf VENTS 70 8C FACTORY MADE L/RERC PRaCiICµ I-1 Ir2'.3' INCPEASE 2.0 •1 1 WASTE -V ABOVE CEILING 1 �2•P TRAP WASHER BOX 7.PLASTIC PIPE SMALL BE SUPPORTED EVERY 4'-0•HORIZONTALLY SOLVENT [CHENT JOINT rLR - INSTALL CLEAN OUT (SEE NOTE 38) 2'SAND PIPE AND WERi1CALLT APPROVED AS-HOVII FLR ELL�I RP ~'�-INSTALL!:LEAN OUT FIB•XIHL 30'PAL 8,VENT EXTEPIO? 1lRpUOI ROT 19'MIK IR 6'ABOVE THE SNOW ACCUMULATItN, I N '-rLR �I 1/2.0 1 AS SXOVN WHICHEVER IS GREATER. FIELD CONNECTION BETWEEN I , { 9.ALL 0EVELHORIZONTAL VENT PIPING SNU.L BE A XI.D'6•AMC THE MODULES OR BSMT FIXTURE ' i i _ -�-a'P TRAP FLOND LEVEL RIM Di PV X{R CtxTURE IN THAT DRAIN BRANCH LAV SUPPLY 1 112'SAN TEE LQNr. KIT SINS! DRAIN 1!. VENT 2'0 Ia➢Wv IATtatpL tp BE PVC G$ADS scHEDULE 4o pp EQUAL ro LAV. DRAIN P, VENT KIT SIIJY, SUPPLI ' COFFER;D OTHER METAL PIPE Y CA PICTURE SWILL BE •W/ OPT. DW.'SUPPLY WASTE W/,OPT. DW. E GAR. DISP it.PVC D ABS SHALL TOT HE NIXED WITHOUT A MECHANICAL MAµ COOECIION VACUUM RELIEF NEEDED WNEN LANK INDIVIDUALLr VENTED 1 I/2.0-i� l I I/2'P TRAP [A fIx1URE SHALL NE rLP 13.ALL DRAIN LINES TO DU SLOPED 1/4'PER►Qpi TO MASK IS ON FIRST L SECOND FLOOH MACE NOTE 3Br INDIVIQJItLLY VENTED 1 t3.HORIZONTAL TO VERTICAL LQpECT.10 BE lLAOE V/LONG ilPll TEE 14.NM[ZORtµ TO IDRIZQNiµ L VIFTiCµ Tp HORIZONTAL BRAIN ISOLATION VALVES DWELLING ISCLATIOI "-INSTALL CLEAN 13UT 1 CHANCES IN DIRECTION SHALL BE 45 DEGREE WYES,LONG SWEEP VALVE SHALL BE ACCESSIBLE 70 EACH `FLR AS SHOWN 9D DEGREE WYES,LONG SWEEP 90 OCOEE ELBOWS.LOG SWEEP LIVING uRT ,7` TEMPERATURE L PRESSURE 18'FIRE 1R 6•ABOVE STOW ACCUMULATION I WASHER BOX WASHER DRA1N & VENT ' Tt'S 6TH,BTU,OR 161N,SCUDS,OR EQUIVALENT LONG SVEEP RELIEF VALVE WHICH EVEP IS GPEATEP -1 �� Ck FIXTURE SWILL BE TAX BEN.SHORT lYCEPS d1J'VTE➢OLY G INCH OR LARGER WATER FLOW- 3•LHIFI VENT PENETRATION fwutGR POOP = KIT SINY DRA1N � VENT INDIVIDUALLY VENTCO II6S6.,,NIWX.Lp�CSt7ipiNNC�FRpOrMpVXpTSiC}pDAUpTLTEOi TEOpTRAP1/2V 7R•IS 224.g 3.5 p• -VATER FLOW "ABC WATERTIGHT,SITE INSIµLCD IF Rio t-� EA.rIZTURE!HALL BE HO$E BIbbS 7.VACANT 9REAIS [O IiE'INSTALLEDVONT SE BIDBS6p�HANDAT(;D BY C➢DE MAIN SHUNR SHUTIFF VALVE HOT VATER OUTLET PRACTICAL IN rACTOPT \ INDIVIDUALLY VENTED' - 1&KIT SINKS L SHOVERS FLOW RATE TO BE 3 GPI[HAX,LAWS i0 �• .12'NIX i0 BRANCH PIPE AND BEGIIMIHG W/ VACUUM BE 2 GPK MAX COLD WATER SUPPLY TO FIXTURES 1 O'REDUCTION AT REDUCER -\ BREAK (NY ONLYi 19.SUPPLY LINES ARE TYPE'L'LtpPER COLD VATEP IALET AL 7 1/2'VEAT TO VENT 20.AT PEREACH PIPE SHµI BE SUPPORTED EVERY 6'-D•MORIZONTµLT AND ALTERNATE TEMPERATURE L IERMUIIIL FOR SINY L WASHER 11 A7 EACH sTQRT INEIGNT,NOT r0 EXCEED HF-W VERTICALLY PRESSURE RELIEF VALVE LOCATION 1 Ir2'BRRICM VENT-, ' 21.ALL .JOINTS 114 COPPER PIPE 70 BE SOLDERED W/SOLDER L FLUX -rXYXI 1/2•TEE WASHER SUPPLY APPROVED FOR SUCH USE L SHALL BE 99.BZ LEAD FREE FOR SUPPLI DISCHARGE LINE(70 BE PIPING EXTENDED i0 AN WEN ORAIH _ 22.PLASTIC PIPE SMALL NOT PENETRATE FIRE RATED ASSEMBLIES.METAL PRESSOR[ TEXTENDED T PAN 13 PIPE IS TO BE USED A MIK ABOVE ASSEMBLY AND DOWN ATUYµVE!HALL PIPE TO Nt IE SEE DWG NO A42 FOR LOCATIONS Cr ASSEMBLIES GAP)EIR AR RR IN THE SAME 3.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF SPACE AS VTR MTR THEN WHEN _ 2•FUf M AT ROOKS• Er S L COCKERS. WTP HTR IS ON FIRST SIR SECOND -L ' OPT,RACY TO BAD? 3'VENT Hill 6' FLR tAv 24.DNC FROST FREE SELL CDL7t IS TO 1E INSTALLED ON SITE By !WILDER FLR DRAIN SHALL PIPE HELOS/ Y-6'NAX F IXTURE USING ABOVE ROQ L 1 I Y SEE TOTE 17 FIRST rLR PROVIDED IN RANT VA W-W M VEMNING 3'HAM STACr VENT I I25.VACUUM BREAKERS TO BE I.00II7CD A H!K Di' 4•PROVE BOO!LEVEL DRAIII SHALL PIPE L DISCHARGEON FACTORY INSTALLED Ft%TUBES(I.G[LOilES WASHER)- SEE INDIRECTLY TO A HAZARD FREE 5'-WHAX � � OPl TACK TO BACY 3'WASHER SUPPLY DETAIL POINT VATER CLO!ISM CCPLINGJ26.�a STORY)2H0 RR FIXTURES QR FIXTURE CROWS WILL HAVE DRAIN 6'MIK AIR GAP- _ •,- TACKS SEPARATE FRO"1ST FL®R TIxT m OR rl%TUPE GROUPS --_--` J 6'MAX. LP OMMON VQIT(DOES Di APPLY TO IIY> i2 STORY) NSF FLOOR WILL ON1I11/TRILONTALLT INTO LOUSE DEAlH2.2B.(2 SHORT)RECESS 10 FIELD CEMECTIOf Or BOTH SUPPLr Alto DVV HOT VATER HEAIER PAN /SHOWER SYSTEM WILL BE PROVIDED IN 1ST RtlOt CI,G. (METµ rOR FUEL BURNINGHEATER) LRBAH e7 WALL CONSfRUCfIQI FOR LONSTRUC710N F'Ot STOVER pE[EPTONS SHµL BL 11/2• GRAIN FROM GRAIN PAN 2ND rLRIH L@UPLIANCE W17H ALL APPLICABLE CODES STUB 1 -'- - 2'VENT PROVIDED 1' I 1 1 r rrA 30.ANY STRUCTURAL MEMBERS SUB.1fCT TO pRiLLI1G.CUTTING,OR TO BELOW FIRST rtDmN!p1OviDED IN PLAti) -FL FOR FUTURE BSMT I I li NVTCHNG.HALL BE LCri IN A SAFE.:TPUCTURµ CONDITION By WHEN TAW IS[III rIR57 OR SECOND FLOW CO A7 1ST r R LAUNDRY.S7UDiCD-1 N 7/(•O!I I K ' BEING REINFORCED:REPAIRED.ON REPLACED.ALL IN ACCORDANCE W: LQO BCI -2' GRAIN L U N rLR. TAGGED I I WATER CLp..FLANGE -1 9 V L Vro THE STRUCTURAL REQUIREMENTS Or THE CODE WATER. HEATEP DETAIL 'IZE ACCORDING SLOPE 1/P/FT L CAPPED ,__� I t4'•Y I 31.PIPING SHALL BE FIRE STOPPED WHERE REO'D BY LOCAL GOVERNllG xOiG SEE NOTE 34 f0 FIXTURE LOpU TO HOUSE➢RANI( 1 1 I vrW� `•1� CODES VITHPENETRATES HATAIM BE CTABLV'NT PIPE C MATERIAL. (S WHICH if ID FUEL BURNING VATEP HEATERE IN OP TIFF MEEPINGi,GAIN DP TOILET PmM3 I TYPICAL DWV SCHEMATIC PENETEATCS AO BC SUIfADLE-TD PIPE HAfERIµ.!SCE-DWG IG M2 F➢F PROVIDE DOS OR•PAEL LARGE ENOUGH!TO REPLACE HEATER-00 NOT PLACE a(CEIC -^� �''- RP I ` PIPE PROPPING ON DETAILS): TNW CLOSET. PACE FOR WATER HEATER'FALL BE PROVIDED UI PLAN. 32. FIRE ING a SHALL BE PP.pVILEO BIFOPE IT IS COVERCD ON LOICEALED INSfµLAT10N SMALL BE PROTECTED FROM fREEZDr 1y�3'COMBO VYE t 1/FF BEND BATH P2- INQITfIG BEFORE BEING CONCEµED DUPING PLACEMENT, cBr GUILDS) WV i END FLP - - 33.PLASTIC PIPE SHALL BE PROTECTED WITH VIB''.15 F•L.)STEEL ) PLATE WHEN PIPE PASSES T/il01FAR WOOD MEMBERS LESS TNMI 1/4 FRW RAGE SHALL MEMBER r.rn1 MAIN VENT t W.C, DRAIN L VE1JT 1 74:VATER MEMO i ALLBE INSTALLED PEP LOCAL P GOVERNING CODES 1 35.µL PLUMBING SHALL NE TESTED IN PLNif AS PRESCRIBED PI APE)HOMES° I J OE Y057ACK PER LIVID UNIT HIM ' DIAµ1TI COILED, IPING[ T EEN HST SWILL>E COVERED ALL UK TESTING. TONG STORY r.cIID STORY) 36 ricLD INSTALLED D MA PIPING NO PLUMBING BIN l 2ND FLEXORS.AND ALL WORK 0➢NE ON SITE TES NE APPROVED BY THE GOVERNING BUILDING YP,AIR GAP DETAIL POTABLE PLUMBING SCHEMATIC INSPECTOR AND FIELD NESTED PER LOCAL M TILE. CODES LT LONG TURIJ svt4 r(Son[ CONCEALMENT.FIX IRE BRAINS ON SITE BATHROOM TEE. r ur nL rvl. FOR AN OVER THE PIH I I IT-M'pL �r Imo 37.IN PLANT FIXTURE➢RAIFLS L ALL OPEN PFP[ C8A1 BE PROTECTED LTTY = LONG TURN TEE-AYE rWe SPOUT i 1 urR r,rH Wa'(¢ rrb OR CAPPED L LABELED IN TRANSPORT DBL LTTY = DOUBLE LONG, TURN '� •... _ r'rTu r.Y.nL 38.INACCESSIBLE TRAPS SHALL ONLY HAVE NOQRS.CLEAN Ail NI SLIP • TEE-WYE '-9 I Im-IPru I Wr.I I/e•n Sir r¢ JOINTS.ACCESSIBLE TRAPS DiT SHALL TIE REMOVABLE V/ONION 1N I Im nL I Wro TRAP SEAL ON HAVE CLEAN FL OPENING SATE SIZE AS TRAP. ro ACCORDANCE CLOSETS H LOCAL HAVE GOVERNING C DEVICES AND FIXTURES IN T Imo i r-w'CLL-. rr.r.r r¢ AAT RDCLOS WITH SMALL 16GALL CODES. H I urn tm T¢ 4y 2'LI I/r•D'(¢ 40.WATER CLOSETS SHALL>R Ib GALLOPS PER PEDANT MAX r.r.1 Orr LIa.1¢ I IrtW 41.THE POTABLE WATER SYSTEM SMALL BE FIELD DISINFECTED AS PER t Hmo 1 ur to I .r T¢LOCAL GOVERNING CODES AND THE LOCAL, INSPECTOR. T ImD I Vro DA HFLP t0 r-r4'[LL- 4W 1 Vr ILL 12.UNITS V/OVER 20 FIXTURE UNITS HOT L COLD.2 1/2 BATHS WITH 1 Vr-fY'ni i I>T-MYLL DISHWASHER SHALL HAVE A 1'MIN,SUPPLY MASK ra"IV>Q el 13.LIMALED PIPING IN UNEATED AREAS 1HCLUDILG DITSIDE WALLS SHALL BE I Flea L'L' o r to PROTECTED AGAINST FREEZING IN PLANT.PIPING SMALL BE KEPT OJT Or i 11r 1 Im U2CATC9 AREAS WHERE POSSIBLE urimrsirl TP 44.HOSE SPRAT(1F SUPPLIED)rqR TUB/SHOWER HAVE A DIVERTEP �1 VI THAT PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM(.y BATH � I Im L 1--EPDIT DIVEPTER)IR SNA.L BE PROVIDED W/A VACUUM BREAKER ro 1 yr utt ro r u1v ro 45.SINGLE FAIRY UNITS LOCATED OVER SINGLE FAMILY OMITS-ALL Sur R �M etR, PLUMBING FPO(2'ABOVE 2MD STORY FLR LINE AND BELOW rtMCLUOE- BATH AI _N - It rV ro I ALL PIPING N(rLR/CLG ASSEMpLr ANO 1ST SHORT)S1HA��Bf METAL. r t11 1 VTR 2ND FLP ' I urD I 1 I.r Lr nl _ -`7 LI ni nAIEL¢Y/i0r® 46.fT FLOOR`I%TLpES-ryyLL COD¢CT ONTO IORIZDNIµ BUILDING 1 Vr r Teal I yr[u 1•uryn�+ GRAM MARE THAN ID PIPE DIAMETERS DOWNSTREAM D'STACK BASE 1 IT-.P41 L4r 1 fi?lrrt_ /l e'B C7ir+� Lt.Lnr ro 1 Nro 2MO FLP I"r R - b62 y 17 L NOt CORRECT MM SECOND FLOUR GRAM STACY- ' � +y`,'ro�s•'!!��`+ ' 47.OE PIECE FIBERGLASS IUDFACTORY WIT SLED MOISTURE Hifdl tP. r-HMni I urR �'``H I r Lrn - rLr r.r.H Vr Lnr- °O•"� ON SITE TILE Wµ 6'-W M FACTORY INSTALLED HOfSTURE - '1Tp}�-~`' t T r Lr nL- IV Ntr •\ I Vr LI nl ~1=ro _r r¢ wrrr..�rr1'r�rr.rrr.r. j RESISTANT GYPSUM 6'-0'MIN HIGH .s[[umrIRML Mt. '^-� � v4¢Gr w-rrrrrrr�.rrn��r slAx-nn To,PW. I ur Lnr--,.-.' _ _ _I I.r r•(... prLG, ,\ r to 48.BASEMENT MODELS SHALL BE PROVIDED III HEN r v1TX A 2•VENT TO •Im to I�Vr 1`lr-Ll,Ell '- �m, '` Iw~ .. � ur -I ur Lrr. s BASEMENT STUBBED BELOW FIRST BOOR,THEN r;APPED AND LABELED. () "� r1•Ir&4t-!e LTT, w I ur LI It - 1 ur cu `\ (BASEMENT VENT HAT HE OLETEB v)EIR CLOTHES VASTER li ON FIRST W •e•o on -._ 1 ura•, ° L r LT uL �` '\ ' r LT.�: ro>•j... J r.ur uT. SECOND fL� .y-1 Vr a[LL nc ro' (L -r.r.r Im n[ 49.BATHTUBS INCLUDING GARDEN,WHIRLPOOL AND NOT TUBE SMALL HAVE A 1 I/2' 'LTIIr )� �J Kim _�-ZcJ•'..-l( r Lill -'?-'�...,.� r-w[u_ r Lr tuJ - - MIH OVERFLOW. rl Irt LT nL i.: Hm�TTr+ • - �-1 Vra ,.5.... •I Vr L)rr t - 1 Im.r.r utrJ J �t I Ora -r ILL 51.NEAT TRAPS SHALL DE INCLUDED F(R DOESTIC WATER HEATING SYSTEMS. '- r.r.r LCri "may -1 Vr LT aL •\ 'Vr a tu��-`- - ry 51.EACH LENGTH PIP[AND EACH FITTING, TRH,FIXTURE•MATERIAL AND DEVICE -r•r.1 Irt Ln' -r,r:TwrrJ•Pa(¢ I'/r L v�1 -r•Trni`� ENGINECFb THIRD PARtr. IN A PLUMBING SYSTEM TO DEAR THE IDENTIFICATION OF THE MANUFACTURER rol- 1 urU - _ '\ 1�1-r¢•sT Vr II[ r LIT! 11'r-Wr11 / - 52.TIRE ROCKING PEDUIRED Ai OPC"fWS AROUND VENTS,PIPES.DUCT..CABLES Ina '" ,.4•Tp '-ro_ -1 IIr•lrm '� rL. rR ro _ AND WIRES AT CEILING AND FLOOR LEVEL.WITH AN APPROVED HATEPIAL t0 t Wr•.r.rr¢-= nur ll FELT WRIER A:>sMu1 ,\RESIST THE FREE PASSAGE Or RATE AO PRODUCTS D-COMBUSTION. ro•-- -' - r nL+M _ 1 Tr MARInL pr(LLwT •\ - aXIIE 53 ANY LONDIHATION O'FUTURES VITHIN TWO BATHROOM GROPS LOCATED ON THE r`yt-LLa•R ro-. ''�I IOQK+�Tp 7¢ �\ -r uL I Vr6•� SANE TEAR LEVEL ARC PERMITTED 70 BE VENTED BY A HORIZONTAL VET VENT. lj� ,\ ro a4 Vr.(� PIA r LT IML-' - - rW \ \ g Cp f T vr17 v� ro `-r urt• Ntn.e¢IxRRmcn1 r4 •� a A IfYA14 r.¢rmNr ro nnutcT 1'n I tire I I:r P rTV► rE [Iw TMIr IIr ImAlID1 VLLVL ' RATM LI PLUMBING MATERIAL AST SPECIFICATION° .1"IMF[L0I[D'` Iw I HST FLP Ll L PVC'PLASTIC PIPE-ASNGS-EQJLES 10.B11 AND 120. 66-9091 BATH L! 1 M 2. PVC PLASTIC PIPE FITTINGS-ASTM-SCNEOUIE 40,D2466-904 L•TL LmrILMI If. 1 Im Ln. IST RP "r0� 1 % I Ivr LIT, -1 Mr r Iw 3. PVC SOLVENT CEMENT-AS7H 0 AND 0. SM au4 rot LV. I Vr LTrr 4. ADS PIPE-pS CEMENT -ASTLLS 40 AND 80.Dt927-89 .o AL Aw I t 1 K rtr 0/R4111 S. ADS SOLVENT C61ENT-ASTM-02275-88 I LAV cLc • _ 6. 'IADER-ASTN-032-92 SI IF ! jT /1T oansri nr. rl$jcall r Llrr 7: VELIEF VALVE-ANSI 22122-86 �I "�' - v». tIIK a,A,Tor LV, rAtrc , vA7[r r MIAr rtln.sruLK4 nnI B. C13PPEP DRAINAGE TUBING-ASTM-8206-92 'ti`�trt rl v I \ rLL IAfQ4 L[•ARSE 9, GEL CARTED GLASS-FIBER REINFORCED PmYESIER RESIN SHOWER _ ,�I I.r.nr' `I-Vr0 DATE s..ct AND SHOVER RECEPTOR AND SHOVER STALL- FAPMQ/ANSI-Z1242-1987 r r1.r Vcln IMKL IOW ~ I' IL)m v/ADDENQAI&-IA4-90 r Lrn rAr10 n..r.wts L c.rt4 - r Im u" ura[' PA:IA'9/• 10..PLASTIC TUBS-fAPMG/ANSI-21241-1987 W/AppENOUM-2124.14-90 -'7 aN0 ZI24.tb-91 BATH Ll I i Pi'R/'6LT/ON 11. STAINLESS STEEL FIXTURES-ASME/ANSI-AH2.193"-1987 t.•n a.tt TWO STOPY. TWO FAMILY, A-2 DWV ci 18i RP 1,. TWO 'TORE. TWO FAMILY. A-2 r!!L 1rPLyY.I 12.CHINA FS CHINA ASMCE:-ASNE/AHIII Iq%192N-1990 'mtL _ EMAI II„ 210 FLP 1 POTABLE PLUMBING SCHEMATIC .tl01yE.5; INC. 14, CHIFORNA FIXTURES-ASNE/ID-ASNt2.1921-112. DWELLING OVER DWELLING I IcxEHAIIE SIGVM IS TON PtGHI SIDE WIT.LEFT SIDr IMit 7)72 ROUTS 522. Y/DRKSRURO. PA I7BIl 14. ENAMELED FEUµ PORCELAIN-ASNE/ASK,'AN T-A11 19.lM NOTE, TWO STORY. TWO FAM1L1', A-2 'MDT SHOWN'IS REVERSED W SCNEHATI[ SHOWN IS ENAMELED CAST IRON FIXTURES -ASHC:ANSI-A1N'CONEL W7 OVER BY r S ($70J 522, 99 F'AA• RII. B.T17842 V. Colic "IUL 32 t EOUIPNUNt SMALL BE IN fGM.I.V/NTS � POTABLE PLUMBING Sf.HEMATIf. 'OR' CODE PARTS 904 L 1250 -----FIELD INSTALLED PLWLIXG l7.PLASTIC SUPPLY PIPE AND LAWS.INCLUDING CULTURED MARBLE LAWS. ALL OPTIONAL BATHS.BOTH 1ST L 2ND RDRS SHALL HAvr BELOW FIR DRAIN L VENT PIPIILi DWELLING OVER DWELLINr, TWO STORY, ONE FAMILY, a-I TYPICAL PLUMBING SCHEMATICS ARE CDT APPI!OVE6 RA-TIC L CIA.TtRED MARBLE COUNTER LURE ARE DONE IN FIELD(PROVIDE ACCESS fD•FIELD INSTALLER PIPHI IYP,FUR 1ST L 2ND FLOUR POTABLE PLUMBING SCHEMATIC APPROVER Bri WI[. P.EV, SEE 0W6 NIL AS TOPFLOOR PLAK DWG.ND A •6 DRP/DwP/KEN I1/22/tD 4 c ANDERSEN 401i --­EPIE= WINIrOW --CHEDI-ILE •iJ• vat.uES ='.'I�ta�NDE�'�EN 2G0 Y.EY TYPE CODE POUCH OPENING LIGHT VENT SO, i T. R Alp SHGC V/ GRILLES y/0 GRILLES ':E PIES WINDOW _HEDIJLE 'I). VALUES RESERVED FOR THE STATE STAID OF APPROVAL' 1. DOUBLE HUNG TW24210 30 1/B'x36 7/8' 4.46 2.58 7.58 3.2 .12 .34 20 YEY TYPE CODE 2• DOUBLE HUNG .30 ROUGH pPENIIJG L y sort R AIR :BCE V/GRILLES V/D GRILLES TW2842 34 i/e'x52 7/@• 8,23 4.64 12.34 3.2 .12 .34 20 30 I• DOUBLE HUNG 2ggDH2435 3. DOUBLE HUNG TW30a6° DOUBLE HUNG 28• x a2' q.98 3,06 7.93 - .13 .34 38 I/8'x56 7/@• 10.31 5,73 14.85 3.2 .12 ,34 29 .30 244DH2846 32' x 54• 34 .33 4. DOUBLE HUNG TW2BS2 34 I!8'r.64 7/8' 10.4@ 5.88 15,14 3.2 .12 ,3q DOUBLE HUNG 8.03 4.75 11.70 - .13 .34 .34 .33 29 .30 244DH3049° 36' x 57' 9.91 5.76 13.93 - .13 .34 3q 5. DOUBLE HUNr, 7W2856 34 t/8'r.68 7/8' 11.22 6.3 l6.08 3.2 .12 .34 2a 30 DOUBLE HUrlr, 2g4DH2856° 33 6. D.H. P[CTUP.E 7W20-DHP4246-20 103 7/16'x.56 7/8' 25.4 6.4 39.0 3,2 .Ol .35 .29 30 DOUBLE HUNG 32' x 66' 10.16 5,94 14.- 244DH2860° '32' x 72' •34 .33 7• D.H. 45• BAY 7W45-31046-20 90 I/2'x5B 3/4• 25.4 6.4 37.1 3.2 .Ul .35 20 30 �'' D•H• PICTURE Z44 a -can4rNw 1L22 6.54 15.64 - .13 .34 .34 33 9. CASEMENT BOW C45 BOW a "'°Q9" 104 112' x 54' 27,68 6.76 38.46 7 "s/8•,6I.7/R• 30.2 10.8 4I.84 3.2 ,01 ,3q 7 D.H. q5• BAY 45-3446-20 - .01 .34 .34 .33 9. CASEMENT. PICTURE CW25-2° 28 - 28 8. NOT Ap 84 3/4•x58 3/4• 25,73 7.78 38 - .01 .3a .34 114 3/8'x60 3/8' 36.6 34.6 47.95 3.2 .01 .36 28 PLICABLE .33 10. CASEMENT CW135 28 7/8•x•4l 3/9' •28 9. CASEMENT.PICTURE CW25-2 11. CASEMENT 6,0 8.6 8.0 3.2 .03 .34 ,2g 28 114 3/8'x60 3/8• 36.6 34.6 47.95 - ,03 .60 CWIS° 2B 7/B'x50 3/9' 9.2 9.6 11.B 312 .03 .34 I.O. CASEMENT CW13'. 28 7/6'x41 3/8• 6.0 5.7 9,0 q5 .45 12. DOUBLE HUNG TW2042 26 1/B'x52 7/8- 5.79 3.4 9.4I 3.2 .12 28 28 IF GASENENT CWIS° - .03 .60 .45 .45 13. DOUBLE HUNr, TW2046 34 2° 30 1 DOUBLE HUhlG 2B 7/8'x60 3/8• 9.2 26 1/8'x56 7/9' 6,31 3.7 10,12 3.2 .12 .34 2y 244DH2O46 24' x 54• 45 14. DOUBLE HUNG TW2052' 26 I/8'x64 7/8' 7,37 '4.31 11.54 3,2 .12 ,34 .30 13: DOUBLE HUIJr, P44DHPO49 5.51 3.42 8.73 - .13 .34 .35 J3 15. DOUBLE HUNG TW2056 29 •30 14. UpUBLE HUIIG 24' x 57' 5.88 3,63 9.22 - ,13 .34 .35 26 1/8'x68 7/8' 7.89 4.61 12.25 3.2 .l2 ,34 2� 30 244DH2O56 24' x 6b' .33 17. DOUBLE HUNG TW3052' 38 1/B'x64 7/B' 12.03 6.67 1b.95 3.2 .12 .34 2a 30 15, DOUBLE HUIIG 244DH2O60 6.97 4.28 10.69 - .13 .34 .35 33 t7. DOUBLE HUNG TW3056• -- t/8•x68 7/8' 12.8y 7,Iq li ` DOUBLE HUNr, 24• x 72• 7.70 4,71 t1.67 - .13 .34 .35 17.99 3.2 .12 .3q 2y 30 244DH3056' 36' x 66' .33 18. D.H. CIRCLE TOP CTN20 26 1/8'x15 1/4' DOUBLE HUNG 244DH3060' 1175 67 ,- .3S 33 w CIRCLE 7OP 1.1 0 2.9 3.2 .01 .36 .29 .30 36' x 72' 12 .45 17b3 - I3 .34• 35CTN24 . 1/@•x17 3/4- 16 0 3.7 32 OI 3 D.H. CIRCLE TQP 244CT20 .33 > 20. D.H. CIRCLETQP CTN28 D.H: CIRCLE TpP 24• x 15 t/e• 0.84 0 .34 3a I/8'x19 3/4' 2.2 0 4.7 3.2 .01 .36. 29 244CT24 28' x. 16 5/8' •32 •::0 = 21. D.H. CIRCLE 7QP CTN30 38 1/8", 1 3/4' 2,8 Q 5.9 3.2 .Ol 30 20• D.H, CIRCLE TOP 244CT20 1.26 0 2,61 - .01 .34 .32 30 x 22. CSMN7 CIP.CLE. TOP C 36 29 30 32' x 18 5/B' 1.77 0 TCWI 28 7/8'x 21 17 3'4' l.5 0 3.4 3.2 ,O( . D.H. CIRCLE TOP 24.1CT30 23• CASEMENT CN235 36 .28 28 22. CSMIJT CIRCLE TOP 36' - 20 5/8' 2.37 0 4.15 - .01 .34 4) I/4•x41 3/8' 9,0 7.2 ►1.5 3.2 .03 CTCWI 28 7/B• r. !7' '32 30 K w 24, rTQP/Pir_TIJRE CTr_3 OVER C335 72 3/B'x79 3/4� 2 34 2R 2B 2 CASEMENT t.SU 0 3.40 - .01 .3a 40.1 3.2 .0l CN235 41 1/4'x4t 3/8' 8.0 1.2 I1.5 32 30 m w 25• ELLIPTICAL E76 72`.,I7 3/9' q,3 36 2B 26 2 C.TOPlPICTURE CTC3 OVER. C335 72 3/8'x79 3/4' - •03 .60 .45 45 26. OCTAr,ON 0 8.7 3.2 .01 .36 .28 .2B 29.2 0 40.I 3:2 .O1 .60 w o OC20 24 1/2'x24 1/2' 2.13 0 3.5 3.2 .01 .35 q 2 NOT APPLICABLE 45'. .45 27. AWN114G 2_ .29 �� it _r x+N31 - -96 1/2•x21' - 3.5 19 5.l 3.2 :04 2 NOT APPLICABLE r N 28. r,T17P/D.H/FLgNY.ER£ nleRranlw:-rvzRa-�r°•t 58 3/8'x72 1/4' 33 '2H 2@ 2 : AVNING " AN31 - _ 14.83 4.54 25.86 ."s,2 .l2 .35 .29 �6 l72' x 2I' _30 E nr [3 2 ..NOT APPLICABLE � 1.3 �,1 •3.2 :04 .59 ,45 -45 -o o - ru a oz a as ~ I 2 i W II l_7of u =W W V12.U a ANDERSEN SILVERLINE 4900 SERIES WINDOW SCHEDULE •U' VALUES � c, � �Nzya KEY TYPE ANDER EIJ SILVERLIrvE 3000 ERIE� WINDOW SCHEDULE U. VALUES z0;t CODE ROUGH OPENING L• �v s0rr.• R• AIR sHGE y/ v/o GRILLES K Y I. SINGLE HUNG' 24210 30 1/4'r,37 t/4• 5.33 2.43 7.82 .13 .34 TYPE LODE P•IIUGH OPENING x = J 2• SINGLE HUNG 35 DOUBLE HUNG L' v sorT.• R AIR SHGC y/ EIR WO GRILLES > 2842 34 1/4'x53 1/4' 8.59 4.42 12.66 .I3 .34 24210 30 1/4•;;37 1/4• 4.95 2.6I 7.82 2.8 .IB .32 C3 3, SINGLE HUNG- 304E° 35 DOUBLE HUNG 2842 .35 3$.1/4'r.S9 1/4' 12.OS' S,71 25.74 .13 .34 3g 34 f/4'r.53 1/4' 8.85 4.6B 12.66 2.8 .18 ,32 35 u W H m13 4• SINGLE HUNG 2852° 34 1/4'x65 (/4' 11.78 5.62 15.52 .13 .34 �5 3. DOUBLE HIJtlG 304A° 5., 38 I/4'x57 ((.Ol 5.7B t5.2 2.8 .16 .32 `-� SINGLE HUNG 2956° 34 1/4'x69 I/4' 12.58 o.01 16.47 .13 .3a DOUBLE HUNG 2852° 34 1/4•x65 (/q• .35 -JL)o., z 6, S.H. PICTURE' .35 DOUBLE HUNG I1.(5 5.9q L5,52 2.B .18 .32 .35 a��Ln c rr 20/34/20/46 93 3/4'x57 1/4' c^7.4 3.44 37.27 .13 .34 2856° 34 I/4'r•69 t/4' o o a 7• tJ07 APPLICABLE 35 D.H. PICTURE 11„2 6.35 16.47 2.8 .l8 .32 .35 c'0/34/20/46 93 3/4',57 1/4• 26.3 3.74 37.27 2.8 .1@ .32 z a rn n v. S. NOT APPLICABLE NOT APPLICABLE 35 E �o v o� E3 9• NOT APPLICABLE NOT APPLICABLE w Ww z LI w z 10: CASEMENT ( 7550 SERIES > r_ NOT APPLICABLE a 1-2435 24 5/8'c36 7/16' :±,87 3.22 6.U2 .10 .30 4 o s` °eijr +rr•T rrr 11. CASEMENT ! 7550 SERIES CL-2452 24 5/8•.53 5/16' 6.02 4.95 8.85 l0 ,3U 36 1 NOT APPLICABLE v,w w.. Lt�� oz-nr '� 12• SINGLE HUNG' .36 l . IJOT APPLICABLE a a vim,a 2046 26 1/4'x53 1/4• 6.77 3.15 9.7 13. SINGLE HUNG' •13 ,34 ,35 12. DOUBLE HIJI IG 2046 26 !/4•x57 iia' 7.35 3.a9 10.43 t3 .3q 20g2 26 1/q•x53 I!4• 6.28 3.4q ?, J a'n= 4 "" t4• SINGLE HUNG 2052 •35 TI DOUBLE HIJ14G o 7 2.8 .I8 ,32 35 j< Z w� 26 1/4'x65 1/4' 6.5 4.05 11.89 .I3 .34 2046 2b I/4•r'S7 1/a• 6.83 3.74 ICI.43 2.8 .18 .32 w w IS• SINGLE HUNG 2056 •3G DOUBLE HUNG 2052 35 ©,,.,�,o H w 16. 26 1/a'x69 I/4' 9,U8 4.34 12.6c^ 13 .34 35 26 1/4'x65 1/q• 7.91 4.36 11.89 2.8 .18 .32 'ji rr�=o SINGLE HUNG, 3052 DOUBLE HUNG 2056 3`' -w` Lf wg ENGINEER,38 1/4•x65 1/4' 13.4c^ 6.4 27.33 .13 .34 35 26 1/4'x69 !/4' 8,46 4.66 12.62 2.8 ''° u+• THIRD PARrr. 17, SINGLE HUNG( 3056 38 I/4'x69 1/4' 14,33 6.85 iB.39 13 ,3a 15' D0IJBLE HUIJG �952 .35 y y W w !ll 18. S.H. CIRCLE TOP 35 38 I/41x65 1/4' w_ Dc o I-•m 17. DOUBLE HL 114G 12.77 6.73 17.33 2.B .I8 .32 .35 'E c_ 2/0 26 1/4•r15 7/16' 1.23 0 i.88 .09 .34 3056 38 1/4'x69 1/4• 13.64 7.2 18.39 2.B .I@ .32 .35 x,w""- �EOFHpIyY I9• S.H. CIRCLE TOP 2/4 35 IS. D.H. CIRCLE TOP J�L A� L �' a 20. S.H. CIRCLE TOP 30 1/4'x17 7/16' 1.74 U 2.5 R8 .34 .35 19: D.H. CIRCLE TOP 2�4 26 t/4'.L5• 1.23 0 t.88 3.0 .01 .34 4� 2/B 3q !/q'xl9 7/16' 2.33 D 30 1/4•r.17' 33 id a r.I°'ww d 21. S.H. CIRCLE TO 3.2 .09 .34 .35 2 , U,H. CIRCLE TOP 2/9 1.74 0 2.5 3.0 .Ul .34 33 K q tW Li H 1eg 3/0 38 1/4'c21' 7/I6' 3.Uc^ 0 3.99 .08 .34 34 f/4'xl9' LJ J� 22. IJOT APPLICABLE .35 2 . D.H. CIRCLE 7OP 2.33 U 3.2 3.0 ,01 .34 33 xx•uww..a 3/0 38 1!4'r.21• 3.02 p 23. NOT APPLICABLE 2 . NOT APPLICABLE 3.95 3.0 .Ul .34 .33 K= 24• NOT APPLICABLE 23. NOT APPLICABLE T c W i 0 25• 14UT APPLICABLE ¢ 01124111 24. NOT APPLICABLE •• o W 3=>� 25. OC TAGON c 4966 SERIES 25. NOT APPLICABLE N=w o 0 o r' 2/0 c^6 I/4'x26 1/4' N z z e c caw 27, AWI I1NG ( 7451 SERIES ) 2,60 0 4,79 OB .34 .35 UJ ' ,=c.=a Al-3520 .36 7/16'x21' 26. NOT APPLICABLE _j 3 3 3 28. 140T APPLICABLE 3.11 1.2 5,31 .09 .30 .36 2 NOT APPLICABLE 1] r"i I w w w W / TNd PJAA'OF a 91 X X x i ® -/ZPE.I' P6RFACT/ON TRANSOM 2951PW 39 1/2' 2 .. NOT APPLICABLE xi3 l/2' 2.10 0 3.7 OA .3U 3INC. 35 TRANSOM 305(pW -I o P-�P-0 7r7a pours srr, W1ODL£BURC. PA 17d4r W 39 i/2'r.13 I/2' 2,10 0 3,7 3.0 .I)1 .34 .ccC `q2L (570)037-2333 PAX(5701 eS7-osan 33 ` " W yK.. �•4" n J WINDOW SCHEDULES n .9 ru(7v v;•6 Rr, DALE REK DRP OWP KLN I 1 22 10 Dvc NUA A M W BFIhk M❑ULD WiND❑W SCHEDULE U• VALUE'- TYPE 1 Y.EY CODE PQUfaH L3PEN[!!r L' 'V• 'SDJ'T,'•P' AIP SHGC SIN7DApD ����' D D 0 C H E D►_►L E 'RESERVED FOR THE STATE STAB Of APPROVAL* I. DOUBLE HUNG 24 21D 3U 3/8•x37 5/8• 4.9 2.39 7.94 2.7 .11 36 20 KEY OPENING TYPE POUCH OPEiJING MAtJU.2. OQUSLE HUNG 2842 34 3/8•xS3 5/8• 8.9 4.41 12.8 2.7 ,11 .36 29 •L� 'V' 'R' -S.F.- AIP 'U• DESC_P.IPTIQN 3 DOUBLE HUNG 3046' 3g 3/8'x57 5/8' 16D 5.93 15.3E 2.7 .11 .36 a 306g 36• INSUL. CARE 38 1/2' x 82 t/2• THERMA-TRU 0 1%4 7,69 22.0E t0 .14 4: DOUBLE HUNG '29 38 1/4• r.82 1/2• MASDNITE 0 19.2 b PANEL 2852• 34 3/8'x65 5/8• 1L1 6.04 15,67 2.7 .11 .36 .29 21.91 .l2 .IS 5: DOUBLE HUNG 285E 34 3/8•x59 5/8' 11.9 6.0E Ib,62 2.7 ,l! 36 29 B 2868 32• INSUL, C13RE 34 112' r 82 1/2' THERMA-TRU 5.1 17.2 7.69 19,77 AD .26 6. D.M. PICTURE 1840/46M 95 1/8'x57 5/8' 25.22 604 37.E 3.3 .DB ,36 29 34 1/4' z 82 1/2• MASONITE 5.12 17.09 19.62 ,12 26 I/2 GLASS 7. D.H.45• BAY TVBDH20-4646-45 91 7/16•x59'1/8• 34.3 7.0 .38,10 3.3 O .36 .29 C 2868 32',STEEL FRAME 33' x 81 3/8• THERMA-TRU I) 17.2 7.69. 18.65 .10 .14 g, CASEMENT BOW 2050/4BOV 93 5/B'x61 1/2' 25,E 10.E 39.3913.3 .03 .38 2g INSUL. - FIRE RATED 90 MIN.9. CASEMENT PICTURE 2050-4' 33 1/4• x at 3,,g• MASQNITE 0 17.09 I8,79 .12 IS 6 PANEL 96•z60• 31.6 27.2 40,0 3.3 .05 5 ,2q �= It. CASEMENT 2436' 2B'r42' S.3 4.57 8.17 13 .0$ .38 .29 3068 36' STEEL FRAME 37• x 81 3/8' THERMA-TRU 0 19A 7.69 2Q91 .10 .14 11, CASEMENT 245D'. 2B•z60• 7.9 6,82 11.67 3.3 .OS .38 INSUL. - FIRE RATED 90 MIN, 37 1/4' x gl 3/g• MASONITE 0 6 PANEL f ' 29 19.2 21.05 .12 .15 12. DOUBLE HUNG 2042 26 3/8'r.53 5/8' 6:3 322 9,82 2.7 .fl 36 .29. D 3068 36".INSUL. CORE 51 1/2' x 82 1/2' LCRAFTMASTER el -TR1J 1.7 19.4 .3.85 29.51 .10 13, DOUBLE HUNG 2046 26 3/8'x57 5/8' 6,8 3.52 10.55 2.7 .II 36 N/ 12' SIDELIGHT •20 1 14. DOUBLE HUNG - •29 SI 3/4• x 82 I/2' ITE 1.95 19.2 29.65 .12 .23 6 PANEL 2052 26 3/8•x65 5/8' 7.9 4.12 12.02 2.7 Al .36 29 36' INSUL..CQRE 65 1/2' x 82 1/2' -TP.0 3.4 19.4 3.85 37.53 .10 .20 l5. DOUBLE HUNG 205E 26 3/B•x69 5/8' 8.5 4.42 12.75 2.7 .Il ,36 ,29 E 3058 �16, DOUBLE HUNG 3052 38 3/8'x65 5/8' 12.7' 6,41 17.49 2,7 ,ll .36 W/ )'12• SIDELIGHTS 65 L/4• x 82 1/2• ITE 3.9 19.2 37,38 .12 .23 ',,PANEL - � 17, DOUBLE HUNG .•29 305E 38 3/8'x69 5/8' 13.6 6B7 19.55 27 ,ll 36 .29 F 3068 36• INSUL: CORE 68 1/2' x 82 1/2• -TRU 3.4 19A 3.85 3924 .10 .25 18. D.N. CIRCLE TAP 20 XCH 26 3/8•xl3 7/l6• 1.1 0 2.74 2.7 .11 .36 .2o V/ (2) la' SIDELIGHTS 69 1/4• z. 6 PANEL �. 19. D.H. CIRCLE TOP 82 1/2• ITE 3.9 19.2 39,67 .12 .23 24 MCH 30 3/e•x15 7/16• 1.5. 0 3.42 2.7 .li .36 .29 G 1668 INTER10R PASSAGE i 20. D.H. CIRCLE TOP 28 MCH 34 3/8•r.17 7/16' 2.2 0 4.35 2.7 .11 .36 ,2q 20 1/4• 4 82 1/2• ASTER N/A N/A N/A NA N/A2l. DH. CIRCLE TOP 30 MCH 3B 3/8•xt9 7/l6• 2.8 05.39 2.7 .11 36 2aH 2O68 INTERIl3P. PASSAGE 26 1/a• x 82 1/2' ASTER N/p N/A N/a N/A N/A W/q 22, CSHNT CIRCLE TOP 28CH 32'x16 1/4• 2.2 0 4.35 3,3 .05 ,38 •29 1 2668 iNT RIQR PASSAGE32 1/4• x 82 1/2 ASTER N/A NIA N/A N/A N/A1{/q23. CASEMENT t836-2 40•x42• 6,6 5.08 11,67 3.3 .OS .38 29 3068 IR[lIR PASSAGE 3B I/4• x 82 1/2' ASTER N/a N/A N/a N/A N/q {{/p 24. C.TpP/PICTURE rvaaramP/rv>,DHsDDz 72'x80 1/4• 32,72 0 41.0 3.3 A8 .38 .29 Y. 2068 INTEPEOR BI-FOLD 25 1/4• x 62 t/2• CRAFTHASTER N/A N/A N/A N/A N/A 25. ELLIPTICAL EYEBROW TVCS 71 !/2 72•x21 5/16• 4.62 U I183 3,3 .OS .36 .29 L 2668 INTERIOR B!-FOLD N/A c 26. QCTANO 2/0 ❑CTAGpN 24•x24' 2,14 0 4.0 2.9 .05 ,36 .20 32 1/4• x 82 t/2' CRAFTMASTER II/A N/A MIA N/A N/A M/A � 27, AWNING CLAV2818 32'x20' 2,d 2.28 4.44 3.3 .11 .36 .2o M 2068 1NTEP10P PQLY.ET 49' x 84 !/2' CRAFTMASTER N/A N/A N/A N/A N/A N/A - W 2B C.T!}p/WL/FWt6lERS rv4peD/1042-2042-10 59 3/8'x71 l/t6' 14.52 425 29.3 3.3 .II 76 20 N 2668 INTERIOR POCKET of x 84 1/2' CRAFTHASTER H/A N/p N/A N/A N/A N/A u a TRANS➢!I TVYDx34UWIli 42 3/B•x13 7/8' 2.10 0 4,08 3.3 .II .36 ,29 O 3068 iNT RIl7R PQCY.ET _ 73' x 84 1/2' CRAFTHASTER MIA N/A N/A N/A N/A N/A w x W P 2068 INT P113R SLIDING 49• x 84 1/2• CRAFTMASTER N/A NIA N/A N/A N/A N/A o� 0: _ INTEGRITY WIND❑W_�CHEDULE v VA1uE� 72' 3o.e lsze 2.94 4U0 09 .3I D bU68 6'-! SLIDiFityPATiO 72.• x 90' _AWDERSEN � KEY TYPE LODE ROUGH OPENING L• •v •:Ori.• •P•-Alp SmIx viDP.1LLES /D GRILLES _ - - - •.23.78 _-18.72 3e: 3234 .03 .32 F_IJLL G_ASS o I. DOUBLE HUNG iDH3036 30 1/2'x35 i/a• 4.51 2.63 l.68 29 31 .39 .36 72 I/8' x 80 1/2' SILVERLIIIE 23.78 1q.72 3.2 4Q31 03 .33 ~ -2. v L7 DOUBLE HUNG 1DH3452' 74 1/2'r52 l/4• 4,74 8.35 12.52 2.9 .31 .39 .36 75 114• r H2 1/2' THEPMA-TRU 18.52 18.45 2.7 13.11 .02 .27 a 3. DOUBLE HUNG 1DH3856' 38 1/2*46 1/4• 10.44 5.83 IS04 2.9 .31 .39 .36 P 5U68 6'-0• HINGED PATIO 71? x 80' ANDERSEIJ 21.92 16,11 32 39.34 Be 32 FULL GLASS <j o D 4. DOUBLE HUNG 1DH3464' 34 1/2'<64 I/4• 10.66 6.02 15.39 2.9 .31 .39 W 36 74 3/4• x 82 I/2' MASQNIiE 19.44 17A8 42.83 .36 35 5 u 5. DOUBLE HUNG 1DH3468C ■ 39 1/2'xb9 l/4• Il.d2 5.1E 1635 29 31 .39 36 11 =W W 6 D.H. PICTURE lHC20i(IRmewID<22% 105 I/2'x56 1/4' S 6068 9'-tl• HINGED PATIO 112 3/4• x B2 l/2• THERMA-TRU 27.7E 18.45 2.7 64.6 .02 27 30.3 6.42 41.21 2.9 .33 .39 .36 108' x 90• ANDERSEM 32.88 16,11 3.2 59.14 03 FULL GLASS w S Ei w 7. D.H. 45' BAY 26-50-26^56 92 9/32•x57 1J/16 28.7 7,78 36.8E 2.9 33 .39 .36 B. CASEMENT BOV 4V2559 96 9/16•r.59 11/16' 28.3230.E 40.03 3.0 .30 .36 .34 T (2)2868 DOUBLE ENTRY - INSUL, CORE 67 l/d• x 82 1/2' THERMA-TRU a ~ 9.. CASEMENT PICTURE IC 22959 4V 113'x59 5/8' U 33.D3 27 38.53 .02 .14 N ya 34.I2 6.7 46.78 3.0 .3d 36 .34 66.3/4' x 82 1/2' MAS[3NITE 0 34.1E 38.24 .12 .1S 6 PANEL u,J It. CASEMENT ICA2939 29'x39 5/8' j Us S37 5.83 7.9g 3.0 .30 .36 .34 75 1/4"x 82 I/2' THERMA-TRU 0 37.85 2.7 g3.11 02 i4 Z It. CASEMENT ICA2959' 29•x59 5/a, B.53 9.19 l2.01 3.0 ,30 .36 ,3q U (2>3068 ➢OUBLE ENTRY - INSIA. COPE ^u 1 13. DOUBLE HUNG IDH2652 26 1/2•x52 1/4' 5.94 3.51 9.62 2,9 .31 .39 74 314• x 82 112' HASONITE 0 38.4 42,83 .12 .1S 6 PANEL W, =o W 13. DOUBLE FpJt4G [DH26S6 36 u a 4 F' 26 I/2'x56 1/4• 6.49 3.82 10.35 2,9 .31 .39 .36 V (2)3068 QQII LE ENTRY - INSUL. rppE lU2 1/2' x B2 1/2' THERMA-TRU 0 353 62S 58.58 .02 .14 14.5. DOUBLE HUNG IDH2664 26 t/2•x64 !/4' 7,58 4.45 !l.82 2.9 .31 .39 .36 W/ 2) t2' SIDELIGHTS MASQNI7E 6 PANEL ue 13 15 DOUBLE HUNG I➢H266BC ■ '26 !/2'xcg 1/4• 812 3.82 12.56 2.9 .31 .39 .36 3g I/2' x 96• THERMA-TRU 3.01 19.4 5,25 u W L]36' INSUL. CORE 25,67 '2 14 n-1 16 OQIJBLE HUNG iDM3864' 38 1/2':<64 1/4• 12.20 68D 17.18 2.9 .31 .39 .36 v 3U68 36 TRANSOM ,a 17. DOUBLE kUNG JDN3868C' 38 1/2'r.68 1/4• 3 38 1/4• ,+ 96' MASQNITE 2.85 192 6 PALL '13A7 5.83 18.25 2,9 1 .39 .36 25.90 .12 15 W I. a u 36' INSUL. CORE 4/ TRANSOM -�x W I.�.A 1U.N. CIRCLE TAP N/A N/A N/A N/A N/A / N/A N/A N/A x 3068 65 1/2' i 96' THERMA-TRU 8.43 19.4 6,25 43.67 .02 ,14 ~_' AND (2) 12' SIDELIGHTS o'^ 19. DH CIRCLE TOP IRT30-IV OH 30 I/2•x15 1/4• 1.22 0 3,23 3.6 .36 .28 .28 65 1/4• x 96' MASQNITE 8.54 I9.2 44.18 .12 IS 6 PANEL a ]o 20. D.H. CIRCLE TOP IRT34-IV DH 31 1/2'x(7 1/41 1.72 0 4.13 3.6 .36 28 2B Y 3068 36' INSUL CORE V/ TRANSOM 69 I/2• x 96• THERMA-iRU 8.76 19.4 6.25 4633 .02 t4 F j 21.. 'DH. CIRCLE TOP iRT38-1V OH 38 1/2'x19 1/4• 3.0 0 5,15 3.6 .36 .28 28 AND (2/ 14• SIDELIGHTS 69 1/4• 96' XASONITE 8,52 19.2 4689 .12 .IS 6 PANEL o W 22. CSHNT CIRCLE TOP iRT21-2V CA 41'r,20 1/2' 3.1 U 5.84 3.6 .36 .28 .28 R4 m� N V C! V Y91tl,R lmlil 3. r_pSEMENT ICA25-3WC 41•x39 5/8• 6.96 7.80 1128 3.0 .30 .36 .34 <)W W _ °'■■ �,4I■.a■4r�a.�.� L 24. C.TOP/PICTURE 1RT25-3WLA a y a ��- G �b1L_ /tCAP7339 73•i76 1/2' 32.41 0 3g.78 3.2 .34 .36 .34 F� �o� .^�,������`■ I 4 25. ELLIPTICAL IRTDP,7218 72'xl8 l/2' 4,41 0 425 3,5 .2B ,39 .36 J•LIn 26. OCTAGON 2/I) 24 1/2'x24 l/2' 3.0 0 4.17 3,6 .35 .28 .28 27. AWNING F•' F W IAVN3719 37'xl9 5/8' 2�7 3.31 5,04 3.0 .30 .33 .31 a w 2g. I4]T APPLICABLE U U W m CNGUIECR. THIRD PAPIT vi L5Ld IJLJ �'t„o ara�1°xIn -E N S W W la yD g,�ra�EG9t4L1w rfl� W�C4 to Li o . U H N J t7 ¢oW W 4q p 1 WIY0 A� 7 X tj W .""1..pW, ■t112SA�(}•4' Q 'XWw�x 01/1Y11 L3 S S C3Ww1Is]]_ 0 G O W ]]] (] W W y W / i PBRPeL7/ON r1lr PAW E x W . u 1AxxD: /lPE.I HOAl�'S INC. Qc o c L C3 ' 7172 ROUTE 622, M/ODLBBURC, PA (7842 z_9 9 (570)837-2369 IAX(670)837-0280 LL ijW WWj W •7 G G i WINDOW AND DOOR SCHEDULES W w¢. , L r M ri v x)•D Fly, p ORP DWP KLN �111 22/10 RCV Deli(R A�8 I 1 i•-.nt_ I ul-II'411H I IWIN I-iULll1JLIWN DETAIL': (. E E H❑i `v E v PE I.I F I C E P A C E W A L L 'RESERVED FOR THE STATE STAMP m•APpROVAL• PArE F❑P PED iI*PED LDr_`ATI❑I<7.-); IJSP STAD14RJ STADI4RJ CORNER INSTALLATION EDGE INSTALLATI❑14 /-Q) FULL LENGTH 2x STUDS /'(2)FULL LENGTH 2r STUDS EXT SHEETING EXT SHEETING STAD14PJ MAILING 38-16d SINJ!ER STA9I4RJ NAILING: I'• 38-16d SIWEP TRTD SiLL PLATE TRTD SILL PLATE MIN.REBAPLEHGTH^-_ - 2X @afl1 i��i ' e '--MIN. P.EBAP LENGTH64' 0' 3 1 a 2Y. EMBEDMENT ° LENGTH +12• '-Il 1/4' 19'-4 5/8' 35'-1 3/4' MIN 8' CONCRETE 9' S 7/16' 6�B 5/8•� STEM-WALL ,D 16'-7 13/16' IJuF' TDX14 H❑LDDOW14 (_] "' m I i iffSTALZAiIDi`T I -:4)FULL LENGTH 2r, SPF 42 STUD= _ za TDX14 FASTENING !4) 1' BOLTS 1 TO BUILT UP STUD COLUMN N uT ,a F1.25' ANCHOR BOLT TO FOOTEP i� ULL POUR CORES AT ROD LOCATIONS w USE HEAVY HEX HEAD NUT J��1 n)FLOOR .�-- PERIMETER -- w FRTD SiLL PLATE—` • 4• 1-25' DlA REBAR W/ 2WITH J 1 W O- WIRE T�EHTONHOLD •° in IN PLACE UNTiL POURED 4 Cq • ° '4 16-10 1/$' 8'-6 3/4' 1 5'-8 9/i6• I_., q ° �+ ! 10'-4 13/16' " 01®'Alraf,RR7]Im1 FOUNDATION WALL OR 64'-U' aa�r r. rr. POURED CONCRETE OR C.M.0 W/fUll POUF CORE •° ° , �.���...�.��� 4 w r►w� BRACED WALL REQUIREMEi'IT`. PEP 201(1 NEW9YOPKIiPE IND I ENT ZONE IALCODE,vTABLE k61Ic.1U.1 I MIN. 24' CONCRETE-' _MIN, EMBEDMENT FOOTING IN CENTER OF FDO1EP WALL LINE MET140D WALL LENGTH i % MIN, REOUIPED TOTAL PROVIDED F'w"`EEIA THIRD PART„A 3 64'-rl• 16% 10'-2 7/8' pFNE 48'-3 13>16' : S6 B 3 64'-U' r 167, g�TtRe&u/ 10'-2 7/8' 48'-8 I/8' ! 3 27'-6' r 16% 4'-4 3/4' o 2 J 27'-6' i 167 4'�m4 3 3 27'-6' r. 16'!. 4'-4 3/4' GENEPAL NOTES: 21'-q 1/4' L TEE INDIVIDUAL FLOOR PLANS AND SECTIONS FOP HOUSE SPECIFIC INFORMATION., METHOD 3 DEFINITIOI=I DIDDTn2 2. PRESCRIPTIVE BRACED WALL METHOD SHALL BE USED 114 NOJI-HURPICAIJE PRONE REGIONS WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS W❑1 LESS THAN OR 9A MPH H SEC GUST) SPEED OR LESS 5/16' F❑R. 16' O.C. STUD SPACING OP 3/g• FOP 24' D.C. STUD SPACING, 3. A LOAD PATH FOR LATERAL FORCES SHALL E PROVIDED B. AS S4 FLOOR FRAM114G AIJD PAWELS MUST BE L❑MGEp THAN 24', LOCATED AT EACH END AND AT LEAST � � BRACED WALL PANELS LOCATED ABOVE OR BELOW A FLEA, AS SPECIFIED IN EVERY 25'-0' O.C. BUT NOT LESS THAN 16" OF THE BRACED WALL LINE. taa pie o� SECTION R602.10.8 ,�p�� aA.c/ecr/oN 4. WHERE JOISTS ARE PERPEIAND WITH A TO BRACED WALL LINES ABOVE: E JOISTS SHALL BE I \�� PROVIDED UNDER B IN LINE WITH THE BRACED WALL Pg1SMAL WHERE JOISTS ARE ` ffQjmsl MCI IN L114 PERPENDICULAR TO BRACED WALL CITIES BELOW, BLO[vIHG HALL BE PROVIDED OVER AND - METHOD 5 &EFINITI❑N 7r72 RDO7a 622• MIDDLEau6t:, re na.2 . IN LI14E WITH THE BRACED WALL PAIIELS. WHERE JOISTS ARE PARALLEL TO BPACFD WALL G•fPSUM BARD WITH MI141MUM 1/2' THICKNESZ PLACED ❑1.1 STIJUS SPACED A (670)837-2333 FAX(570)837-0290 LINES ABOVE OR BELOW. A RIM JOIST OR OTHER PARALLCL F'RAM114G MEMBER SHALL BE MAXIMUM OF 24' O.C. AND FASTENED AT 7' ❑.r WiTH 1 1/4' TYPE S OR W H6 �. IF THE PROVID MIN,ED AT THE WALL TO PERMIT FASTENING PEP TABLE P602.311) DRYWALL SLREWZ. PANELS M11ST BE LOIJGEP THAN 4$', LOCATED AT EACH 014S PIJ BRACED WALL PANEL CAI4 tJOt BE ACHIEVED AN ALTERNATE BRACED WALL END AND AT LEAST EVERY 25'-U' Dr. BUT NOT LESS THAN 16% OF THE TYPICAL BRACED WALL DETAILS PANEL CONSTRUCTION III ACCORDANCE WlTli SECTIOtI R502.11):6 :,HALL BE USED. BP.AL'EIJ WALL LINE. er DATE. Pcv: Dvl;Iq) KLN 11 22/10 A4�� lia. FASTENING SCHEDULE '; •RESCRVEO FDR THE STATE STAMP Or APPROVAL- FLUOR 1 BUILDING ELEMENT DE"aCP[PTiON FASTENEP QUANTITY, SIZE AND TYPE FASTENER SPACING FASTENING SCHEDULE r FLOOR BUILDING ELEMENT DE+CRIPTION FASTENEP. QUANTITY, =(IE AND TYPE FASTENEP. SPACIIIG FLOOR. JOIST i0 SILL OP. GIR➢ER, t0E HAIL !3) Bd COMMON OR EQUAL CEILiIIG / ROOF FLOOR JOIST TO RIM JQlST (WITH LEDGER) (5) 0.131'x3' TRUSS TO CEILING DCAM, DlPECT NAIL (3) 16d C010(pN QR EQUAL FLUOR JOIST i0 RIM JOIST <FASTENERS ONLY) ! ) 0.131':(3' LEDGER TO CEILIIJG BEAM l6d COHMOFI OR EQUAL CEILING JOIST T13 CEILING 1) EACH SIDE OF TP.USS OR CEILING JOIST s " 2x2 LEDGER 70 iItNER BAND JOIST (3) 16d COMMON OR EQUAL EACH JOIST CAVITY BEAM, BIRECT Ng1L c3) t6d COMMON OR EQUAL OUN-YTER - T13 OR 2x2 LVL TO INNER BAND JOIST lbd CUMMUN OR EQUAL GYPSUM BOARD TO FRAMING FOAHSEAL OUTER TU INNER BAUD JOlSi 2 3/4' UN CENTER DIRECT JOIST 3/4' V x V H FOAM BEAD ( AVERAGE ) 16d COMMON OR EDUAL 16• QC, DIRECT NAiL STAGGERED EHERFOAM 3/8: V x 3/B• H FOAM DEAD AVERAGE ) VxW SUBFLOUR OP LESS TO EACH JOIST, FACE NAIL TRUSS TO E%TERIOR WALL, TOE NAIL (3) 16d CQ1pIQN UR EQUAL (2) Bd COMMON OR EQUAL OP PUOF RAFTERS TO RIDGE; VALLEY UR HiP RAFTERS- TOE NAIL (4) 16d COMMON OR EQUAL c2) STAPLES ON 1 3!4• 2' SUBFLOUR TO JOIST OR GIRDER.-BLIND AND FACE NAiL (2) 16d COMMON OR EQUAL FACE NAIL (3) 16d COMMON OR EQUAL P,AFTER TIES TO <3) d COMMON• 19/32' fIP 23/32• QSB STIIRD-I-FLOQp / PLYWOOD Bd COMMON OR 6d ANNULAR Q P AFTEP,S, FACE NAIL 8 OP. EQUAL R 6. ON CENTER DIRECT EDGES AND, • ' SPIRAL THREAD OR EQUAL 12' ON CENTER. INTERMEDIATE 7/16' OSB SHEATHING TO TRUSS Bd'COMMi➢J OR EQUAL 6• ON CENTER AT EDGES AND V/ ..TRUCTURAL ADHESIVE W/ 907. ADHESIVE,COVEP,AGE 12. ON CENTER INTERMEDIATE 1/4• LOAN 6d COMHUN to AINJULAR UR 6' ON CENTER DIRECT EDGES AND ISl32' PLYWOOD SHEATHING TO TRUSS' 8d CI3HMON OR EQUAL 6' ON CE14TEP AT EDGES AND ,SPIRAL THREAD OR EQUAL 12' ON CENTER INTERMEDIATE I,- ON CENTER, INTERMEDIATE MALLS - INTERIOR AND EXTERIOR 3 SOLE PLATE TQ JOIST U ISM FELT TO SHEATHING /8• LONG, V MINIMUM CROWD , P BLOCKING, FACE NAIL 16d COMMIBI OR EQUAL WIRE STAPLE OR EDUAL RANDOM BOTTOM PLATE TO RIM JOIST.UNDER 110 MPH 16' ON CENTEP. (3) D.131•x3' PER BAY 2350 SHINGLES TO SHEATHING 1 1/4• LONG. I' MINIMUM CROWN BOTTOM PLATE TO RIM JOIST. 111-140 MPH 15) 0,131'r3' WIRE STAPLE OR EQUAL (4 PER SHINGLE WONDER BOARD TILE BACKER PEP. BAY MISCELLANEOUS 1 1/2' GALV. ROOFING HAILS OR EQUAL 8' TO 16' ON CENTER'FRAMING CORNED AND INTERSECTING WALL STUDS 16d C13MM O DP. EQUAL GA / lJL DESIGN � TOP OR SOLE PLATE TO STUD, END NAIL 16. Or- DIRECT NAiL FIRE RATED ASSEMBLIE SEE PAGE 041. 42 QR 43 OF SUBMISSION t2) 16d COMMON OR EQUAL L539. FC5406. RC2601, WPOID5. SET FOR DETAILED DESCRIPTION TOP OR SOLE PLATE TO STUD, END NAIL. STUDS 2 16' ON CENTER UNDER ILO MPH - (3) 0.131•x3' U340. U341. U344 UP WP3510 , I11-140 MPH - (5) 0.131'x3' NOTES; . TOP OR SOLE PLATE TO STUD. END NAiL, STUDS p 24'ON CEIITEP, UNDER 110 MPH - (5) 0.131'x3' 1, ANY FASTENINGS NOT SHOWN MUST BE IN ACCORDANCE V/ 2010 NYS kESIDENtiAL CODE I11-140 NFM - !7) 0.131'x3'STUB TO SALE P E. TQE (JAIL MOO 2. DUO FAST 607 SMOOTH SHANK, FLAT HEAD, 4131) 3 1/4' LENGTH. (16d) LAT (3) 8d OR (d 16d COMMON OR EQUAL 3. DUO FAST OB CL RIIIG SHANK, FLAT HEAD, (313) 2'3/8' LEIIGTH, DOUBLE STUDS, FACE NAIL 10d COMM 4: DIJO FAST 142 LL SCPEW SHAM', FLAT HEAD, (.105) 2 1/2' LENGTH .ON OR EQUAL 24' ON CENTER- 5 GLUE TO BE 80% COVERAGE. DOUBLE TOP PLA 6• DUO FAST 7632 CR If. STAPLE, CROWN-7/16% WIDTH-.0621 THICY.NESS-,U55diAUGE-161 LENGTH-V TES, FACE NAIL 10d CEIMM13H OR EQUAL 7. DUO FAST 7636 rR 11.STAPLE.CROWN-7/16%VIDTH-.0621 THiCKIIESS-•0551 GAUGE-161 LENGTH-1 1/8' DOUBLE TOP PLATES, FACE NAiL, UNDEP. 110 MPH 24' ON CENTER 8: DUO FAST 7648 CP it,STAPLE.CROWN-7/16•J WIDTH-.0621 THICKIIESS-.0551 GAUGE-16)LENGTH-1 1/2' 0.131' 3• 8• ON CENTEP. 9. DUD FAST 1740 CR 11, STAPLE.CRUVN-1.1 WIDTH-.062)THIC7.ItESS-.U551 GAUGE-161 LENGTH-1 1/4• DOUBLE TOP PLATES. FACE NAIL. III-140 MPH , 5' ON L'ENTEF 10.BU13 FAST 1548 CXP, STAPLE.CPOVI4-7/16.1 WIDTH-,0741 TNICKIIES:-. 7p GAAGE-151 LENGTH-1 1/2' ).131'x3• TOLE PLATE TO JOIST OP. BLOrxING AT BRACED WALL PANEL: (3) 16d COMMON OR EOIJAL IL DUO FAST 3312 CL, STAPLE.CROVIJ�I/2 1 W10TH-.050) THICK-MESS-.0191 DOUBLE TOP PLATES. MIIIIRUM 24 11tCH'OFFSET-OF END JOISTS. - - 16' ON rENTEP. LENGTH-3/8' FACE NAiL IN*LAPPED AREA (8) 16d COMMON OR EUUAL - -- -• BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE. TUE NAIL %3) 8d COMMON UP. EQUAL TO JOIST . TOP PLATE, TOE NAIL 82 COMMON oP EQUAL ' APEX H�M E�� i�:A L C t_►L A T I C7 I�1�, MANUAL I f`'I D ;�� TOP PLATES. LAPS AT CORNERS AND 1NTEP.SECTIUNS, FACE NAIL 6' �'( CENTEP E BUILT-UP HEADER. WITH 1/2' SPACER ''2) IUd C@(MQN DP. EQUAL BUILT-UP HEADER, LVL WITH 1/2' SPACER, 16d COMMON OR EQUAL 16. ON CENTEP ALQIIG fAr_H EDGE 16d COMMON QR EQUAL 25 PSF GROUND SNOW LOAD 12 ON CENTER ALOIJG EACH EDGE 40 PSF Ist FLOOR / 30 PSF ALL OTHER FLOORS 25 PSF GROUND SNOW LOAD HEADER TO STUD. T� NAIL (2) Bd COMMON DI EQUAL OP SECTION 1 23'-B', 27'-6', & 31'-6' UNIT WIDTHS SECTION 11 50 PSF ALL FLOORS t2) C COMMON DIRECT PER MEMBER 110 MPH AND 140 MPH WIND SPEEDS 23'-8', 27'-6% 8 31'-6' UNIT WiDTHS CONilNUED HEADER. iV0 PIECES SFid COMM011 OR EQUAL 16' ON CENTER AL[➢IG EAC1! EDGE 110 MPH AND 140 MPH WiND SPEEDS CQNSTRIJCTION ADHESIVE. 3/8' DEAD APPLIED DIRECT 40 PSF GROUND '.NOW LOAD GYPSUM BOARD TO FRAMING ENERFOAM, 3/8' V x 3/8' H FOAM BEAD ( AVERAGE ) SECTION 2 40 PSF Ist FLOOR / 30 P'F ALL OTHER FLOORS 40 PSF GROUND SNOW LOAD FQAMSEAL, 3/41 W x 1• H FOAM BEAD ( AVERAGE ) 23'-8', 27'-6', 6 31'-6' UNIT WIDTHS SECTION 12 50 PSF ALL FLOORS 12 GAUGE 1 114' 16' 13N CENTEP AT ENDS. EDGES 23 MPH AND 140 MPH WIND SPEEDS 23'-8', 27'-61, 8 31'-6' UNIT WIDTHS CEILING JOISTS TO PLATE. T13E NAIL LARGE 14EAD CORROSIVE RESISTANT _ 110 MPH AND 140 MPH WIND SPEEDS (3) 8d COMMON DR EQUAL 60 PSF GROUND SNOW LOAD CONTINUOUS HEADER i0 STUD, TOE NAIL (4) Bd COMMON 13R EQUAL 41) PSF 1st FLOOR / 30 PSF ALL OTHER FLOORS 60 PSF GROUND SNOW LOAD CEILING JOIST 'LAPS OVER PARTITIONS, FArE MAIL (3) 10d COMMON OR EQUAL SECTION 3 41) PS. ist27' r, & 3/ 30'UNIT WIDTHS SECTION 13 ''0 PSF ALL FLOORS CEILING JOIST TO PARALLEL-RAFTERS, FACE 14AiL (3) Wit COMMON OR EQUAL 110 MPH AND 140 MPH WIND SPEEDS 23'-8 27'-61, & 31'-6' UNIT WIDTHS RAFTER TO PLATE. TOE NAIL (2) 16d COMMON OR EQUAL 110 MPH AND 140 MPH WIND .PEELS P BRACE TO EACH STUD AND PLATE, FACE NAiL (2) Bd COMMON OR EQUAL OR 80 PSF GROUND SNOW LOAD 80 PSF GROUND SNOW LOAD (2) STAPLES, 1 3/4• SECTION 4 4YJ PSF Ist FLOOR / 30 PSF ALL OTHER FLOORS 50 PSF ALL FLOORS 23"-8% 27'-6'• & 31'-6' UNIT WIDTHS SECTION 14 1•x6' SHEATHING TO EACH BEARING. FACE NAIL (2) 8d COMMON UR EQUAL OR 110 MPH AND 140 MPH WIND SPEEDS 23'-8', 27'-6', B 31'-6' UNIT WIDTHS (2) STAPLES. 1 3/4• 110 MPH AND 140 MPH WIND SPEEDS 1•x8' SHEATHING.TO EACH BEARING, FACE NAIL (2) Bd COMMON I3R EQUAL OR 100 PSF GROUND SNOW LOAD 100 PSF GROUND SNOW LOAD <3> STAPLES. 13/4• SECTION 5 40 PSF Ist FLOOR / 30 PSF ALL OTHER, FLOORS 50 PSF ALL FLOORS WIDER THAN.i'x8• SHEATHING TO EACH BEARING.FACE NAIL (3) 8d COMK13N OR EQUAL OR 23'-B'. 27'-6', 8 31'-/+' UNIT WIDTHS SECTION 15 23'-8'. 27'-6', v. a'z y' y LZ (4) STAPLES. 1 3/41 1111 MPH AND 140 MPH WIND SPEEDS 3!'-6' UNIT WIDTH., �_ 110 MPH AND 140 MPH WIND SPEED$ em�.......�...x...�...�,...�, BUILT-UP CORNER STUDS IOd COMMON UP, EQUAL 24. ON r£t(7Ep c'S PSF GROUND ;NOW LOAD 25 PSF GP.OUiJD :NOW LOAD SECTION 6 4U PSF ALL FLOORS I BUILT-UP GIRDERS AND HEARS, 2 INCH LUMBER. LAYERS 10d CUMMQN OR EQUAL NAIL EACH LAYER 32' Oil CENTER STAGGEPED SECTION 16 `00 PSF ALL FLOORS AT TOP AND BOTTOM WITH TWO NAILS AT 23'-8', 27'-6•, e. 3t'-�;,• UNIT WIDTHS 3'-8 . 27'-6', B 31'-6. 1J1JIT WIDTHS CIJDS A140 AT EACH SPLICE 110 MPH AND 14U MPH WIND SPEEDS 110 MPH AND 140 MPH WIND :PEELS PLANY,_ (2) 16d COMMON OP. EQUAL ai EACH BEAP.ING I/81 THERMOpLY TQ FRAHINr, 1.106' STRUCTURAL BRACE I 1/4• LEG. 7/I6' CROWN 40 PSF GROUND SNOW LOAD 40 PSF GROUND SNOW LOAD ENFIHEET 3' ON CENTEP AT ALL EDGES AND 40 PSF ALL FLOORS THIRD PARTY, WITH BUTTED JOINT, 16 GAUGE STAPLE UP EQUAL 6' ON CENTEP INTERMEDIATE FRAMIW, SECTION 7 23'-»' 27'-6', 8 31'-n' UNIT WIDTHS SECTION 17 t00 PSF ALL FLOORS 7/16. OSB SHEATHING TO FPAM[TJG 110 MPH AND 140 MPH WIND SPEEDS 23'-8', 27'-6'. & 3t'-6' UNIT WIDTH 6d COMMON pR EQUAL 12 ON CENTER DIRECT EDGES AND 110 MPH AND 140 MPH WIND SPEEDS ,_.NEW l2' ON rENTEP INTERMEDIATE 15./32' PLYWOOD SHEATHING TO FRAMING 60 PSF GROUND SNOW LOAD qr{ F,Du }O 6d COMMON OR EQUAL 12 ON CENTER DIRECT EDGES AN 40 PSF ALL FLOORS 60 PSF GROUND -.NOW LOAD 12' ON f•ENTEP INTERMEDIATE SECTION 8 SECTION 18 1011 PSF ALL FLOORS d c^3'-8', c'7'-6', 6 31'-r;' UNIT WIDTH a 5!9' TI-11 9d GALVAIJI2ED QR EQUAL L2 0I4 CEIJTER INTER EDGES �JID IItJ MPH ANU l4U MPH W(NU SPEEDS 2?'-B', 27'-6', 8 31'-6' UNIT WIDTHS �" d 12' ON rENtEP I)JTEP.MEUTA7E IlJ MPH AND 141) MPH WIND SPEEDS POLYSTYRENE INSULATION SHEATHING 1 1/4' LONG 16 GAUGE STAPLE 6. ON CENTEP DIRECT EDGES �O OR EQUAL 8U PSF ALL FLOORS `NOW LOAD 80 PSF GROUND 'NOW LOAD l2 ON r,EN7EP. INTERMEDIATE SECTION 9 40 PSF ALL FLOORS 100 PSF ALL FLOORS 1/2' FOIL FACED POLYISOCYANURATE 1 1/4' LONG, 1' MINIMUM CROWN B• QN CENTEP, DIRECT EDGES AND 23'-81, 27'-6', 8 31'-6' UIJ1T WIDTHS SECTION 19 23-B-. 27'-6', 8 31'-6' UNIT WIDTHS 0124/11 WIRE STAPLE OR EQUAL 12' ON CENTEP INTERMEDIATE 110 MPH AND 140 MPH WIND SPEEDS IlU MPH AND 140 MPH WIND SPEEDS INSULATION TO EXTERIOR WALL 1 3/4' ROOFING NAILS 16' O PECT NAIL N CENTER Dl 100 PSF GROUND SNOW LOAD TION TO STUDS FRICTION FIT 40 PSF ALL FLOORS 100 PSF GROUND SNOW LOAD VINYL SIDING 3/8' HEAD. 1 1!2' LONG SIDING NAiL 16' ON CENTER DIP.ECT NAIL SECTION 10 23'-»., 27'-6', & 31'-6' UNIT WIDTHS SECTION 20 100 PSF ALL FLOOR,', ® TNr P6fA OF VINYL SIDING INSTALLED DIRECTLY TO POLYSTYRENE INSULATION 0.113'. 0.120. OR 0.131' DIA, SIDING NAIL 16' ON rENTER DIPErT NAIL 110 MPH AND 140 MPH WIND SPEEDS 23-B , 27-6 , ' 31 -6' UNIT WIDTHS ® �dPE.Y SHEATHING MIN, 1 1/4' PENETRATION fIJTO 110 MPH AND 140 MPH WIND SPEEDS flOrtl�;S. INC. WOOD FRAMING _ 7172 ROUTE S21, MIDDLEBURG. PA f7842 (670)837-2323 FAA(5701 837-0230 riENERAL NOTE'--I TYPICAL FASTENING SCHEDULE AND 1. SEE INDIVIDUAL FLOOP PLAIIS AIJD SECTIOIIS FOR MOPE IIIFOPHATIDII. CALCULATIONS MANUAL -INDEX I• BP UAfE RCV• DWG NO Kw ,1/22/10 A 5 0 11 I'MO-1111p 1!11, ----! 1.1 I'll, ;I Mk� '17,5-7 �09 -�A �7. F.�MZ7 I tze-; TOP", F a '4;�IeV 7 .4 wqk ZN� V�F X N/11 T.!`.f�, Alt 24, r &- j—, x > 4 V o W 'Z7,- Y, 't-, -P, 7 W4 v% 1,�Z �A- 4- ',7v -;tv 9% -'VY0 k" Y-4 X, 1!J �,,-,,:, -,- ;j­ 1 — il Pv -,- �� �,-- .-. , 4*� �—,', 11�,�' ".,4,;-.�1'",,,- r% .. "I'll , ,,--1.`�1 1 7�,- ,A w ilf j 1�,, 1 7.1 7�, ILI KIG r:b3 ;,"":7, Zt, t lit. Z —Y to "IT Z A�V Y`7 It 17 41L� "YV IA V v -*1 f W`, 1111� 6, 4 'v t,, 4, Yl t od 4, "A J, J11 �4 Jl S ­4 Yl� `7 4L 1�i 7' 4k, J1- �T :v 7VN 6w �14' 01. 46 '1� 7 "I TMba ti �j i Z17: V— I , - � S— - , _ __. l �z/Z/ Z Z A/l/ o- f "A 4�4- �J­ -q� V, P7 0---Y)�, f V 7'S;;�:- W -12A 7 ................ Q-7f 7n 7 1A?TJJY7T, 1,- �7 :% v. 02 ()?7 NeT .WV, 1A Vi F z -k tl Vzz ZllvL i l (3 ioRrd -Wirt PIDi' f1,Al ' t \ :.S14t s - _7. _\7V- LZS� TIOAI . �,._ - t (.ENI It Al NOTES 71r Architect will not havr control or cfimrt-c ofand taill not be rc sponsiblc for construction;means, and�,2 Z 5 tO 160 /��� rletl;cu!:, tc•cltnignc•r scgorernces ri prop-ratns in connection with the stork. i I • 11e contractor slt,nll piit•e all notices and cornp!v%Milli all I.ws,ordinances, mles,revillitions and Iawftl orders of any put)lic millio6ty bearing on tlic perforniance of the work and shall promptly notify tl;e s Architect if tll°dra:a inr;s and sp(-cifications are at variance therewith prior to constntction. Owner and contractor shall indemnify and hold h;trniles;then Architect and there a.cents and employees from all clairns,damns cs, lasses and c gvnses irncleidinr but not limited to attorney fees arising out of or resulting front the pert<}rmnnce of the tt'orl provided that any such claim, dama�pe,loss or expense(I)is = � I A I't( N'(, , attributrablc to bodily injury, sicl.ncss disease or death or to injury to or destruction of tangi}•lc property µ .... v (other th::n the work itself)it'•cludirg,,the loss of use resulting t}nerefrom and(2)is cause)in Wmlc or in • p rt by any neft?i�ent act or onaissinn of the contractor any subcontrac?or,a, cone directly or indirectly I`ound tti t�s s11�11 MntplS u.'ith New York State I.twridential Ptlildinu C o(.C �; � i� '�' "' cmpf7vesi by 3n),of them or ir,,lirer"tfv employed by an),c,Cthent or anyone f',r whose acts any of them . may be unable,re nrc'cas�thct}ncr or not it is caused in part by a party irdemnitieci hercarnder. +' ', t • Fou10:aritjn tt;tlls 01:111 Itrnve I-P-1 rebar at the tops orilic tt;tl!slots at the bottom + All cotes and ref,'Uhtions of NYS rluildin,t Codc s!ta!l govern Overall construction c nd irt�!;li.ttion .. / ,�.. of tit^f.}otinpt. M , . All concrete to be a min. � � _. All fst;nE s rlt'nd1 rest on undisturt)cd soil and sll.•tll l.,c tvloty the frost lane of 3G"• psi xi 2S days. All footings to rear on vir`,sn st+i! �4ir!t a u;Ertrr.um s=?il �/.1't 1=;�c��.;c.1��.; -tea.•- ' � i _ + = bearing c.ipacity of tons. Stc,fontinrs shall not have a slope,excecdintt I unit in I0 units horis.ont.t!(I0°„slope). + Architect is not enrya«ed fi-sr supervi,ion in any capacity.and it s!::!!t�tlnt'o.,to rs or hi,a eras res o , EtV to verify all di• ins+nos or to cc nsrrtrction. >� IR7i.;imtrn,c��sttpa spite strertgtlt of concrete slr t!1 be 3,000PSi fe--basement wall:and 3,S00psi.for P ns.t r! , 1 nnn= pr :�. , Concrete slot!be air entrained if exposed to t!nc Nvcmlher• (inclu!'.c garotte sl:tb) * Soil tp:stir,'c,�t;nciry cRir-111 ttcd for this dcsipn is?()t?0psf anti is fcr SW, Sp,Ski, SC,Gti4, GC n soils if other t-% s.of soil are encountered a soil test s lL lI be performed. + Footings shall be 8'x16„or as not ed on p•;ins. + Walls stlitll t>r Vic following thickness for these hciph ts: SR.wall=8"d"ick-rim for GW,Gp, SW, NOTE: SP soils.,R!?. «'tll= 10 thickness for GM,GC,Sari,NIL IL soils.-9'ft.tt•all= 10"th cl:ness for GW, SI;E FACTORY DRAWINGS FOR WINDSTORM -� GP,SW,SP,GNt GC,S'~.�t,NIL soils. CONNECTIONS, DETAIIS AND REQUIREMENTS. I + Concrete piers sh t!I be t}le tt•all thickness by 2 times Ole tt'all thickness smccd max. W-S"apart. + Backfrll sl-mll not be placed ar•tinst the wail till the t,.•;nll has sufficient strennth i nd hss beer, . ` ._._. anchored to the floor abot•c. e + Will damp proo!intt shn?I a biturninotrs coating,3 petinds per srttlre lard of acn-lic rttoc'.if;cd cement 1^-"tt is}: Where basement is to enclose hnl,i'i:nble or usable space in I:irh tt"Eter sal le or t othcrsr..iltvttcrcon�'iiionitshaticorn ! ��(� }'� � I{ }E1SF, II;T�+��JS r p} ttiith F.�0,,,2' of do briddins�code. , z • • Ventilation for a basement or cram i space sI sll tk- I sf; fir etch 15ns�'cf floor arcs.j ventilation o;rninn i P Urc such STE�'�- EN ROSSEM ARCITITF�'�' 41-1 .. _ ,, ,.- _ .. / . tltc b:ril,jt„. r,��, s!n t !betithinthree f ct o. e ncl:e^rn^r r f it ^I;. ,.t:rA d as per Pa0'?,2 cf - ;. , ,f ...l L.__ . • _ t.n 2 TURTLE CO-8 r I)I N'I;