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HomeMy WebLinkAbout36793-Z f�'S11FFpl,fc Town of Southold Annex 7/24/2012 P.O.Box 1179 x 54375 Main Road oy • ,� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35843 Date: 7/24/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 280 Pinewood Rd, Cutchogue, SCTM#: 473889 See/Block/Lot: 110.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/21/2011 pursuant to which Building Permit No. 36793 dated 11/2/2011 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: alterations and additions, including first and second floor decks and first floor covered porch, to an existing dwelling as applied for. The certificate is issued to Kotylak, Dorothy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36793 7/23/12 PLUMBERS CERTIFICATION DATED 7/12/12 Walter Marczewski Autho ed Signature f�`SUFFpI�. Town of Southold Annex 7/30/2012 P.O.Box 1179 - 54375 Main Road o ¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35849 Date: 7/30/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 280 Pinewood Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 110.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated -. -"- 10/21/2011 pursuant to which Building Permit No. 36793 dated 11/2/2011 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: addition to existing unheated accessory garage as applied for per ZBA 6529, dated 1/19/12. The certificate is issued to Kotylak,Dorothy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36793 7/23/12 PLUMBERS CERTIFICATION DATED Auto 'ed S' ature ` TOWN OF SOUTHOLD FD(/(co!'� BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36793 Date: 11/2/2011 Permission is hereby granted to: Kotylak, Dorothy PO BOX 104 Cutchogue, NY 11935 To: construct additions & alterations to an existing dwelling as applied for j-'I Y�erg C1.2. GC '�N6 G<Jk d '-i'CA 4o At premises located at: 280 Pinewood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-2-15 Pursuant to application dated 10/21/2011 and approved by the Building Inspector. To expire on 5/3/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,247.60 CO -ADDITION TO DWELLING $50.00 Total: $1,297.60 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new.use-. 1. Final survey of property with accuratelocation of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). . . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 7110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building.. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features'. 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. .C. Fees 1. Certificate of Occupancy-New dwelling$50-00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool .50.00,Accessory building$50.00,Additions to accessory. building$50.00, Businesses$50.00_ .2. Certifteate of Occupancy.on Preexisting Building- $100.00 3. Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. OR- 7-V 2alh New Construction: Old or Pre--existing Building (check one) Location of property: _ ` -90 NpAucvO R bj House No. Street Hamlet Owner or Owners of Property. 0 RA±!4 f Suffolk County Tax Map No'1000,Section Ito Block Z_ Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one)- Pee-Submitted: $ Lo Applicant e1wture o��OF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N Southold,NY 11971-0959 rlh �Q roger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kotylak Address: 280 Pinewood Road City: Cutchogue St: NY Zip: 11935 Building Permit#: 36793 Section: 110 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 40 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors 2 Sub Panel 1-10 A/C Blower 1 Range Recpt Fluorescent Fixture . 3 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 56 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a overhead service, 4-exhaust fans, 1-paddle fan, 3-ARC fault circuit breakers 1-steam room-30a Notes: Inspector Signature: Date: July 23 2012 81-Cert Electrical Compliance Form.xls 0f SO(/ryo Town Hall Annex ~O l0 Telephone(631)76571802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 1 197 1-0959 �O 'rOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: aU l Z; Building Permit No. 3 6—7 9 Owner: '67 D �" A/ (Please print) . Plumber:' ' (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 bef6re me this day of 11 20 VICKI e o Notary Public State of New York No.01`T06190696 Qualified in Suffolk County. Commission Expires July 28 ?Cl! �-- Notary Public, iLcounty co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r s DATE INSPECTOR 7 9 fjf SOUry� • ao cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] ;90�UNDATION DATION 1 ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE+(�TRICA (FIN REMARKS: DATE r I INSPECTOR k _ so�ryo • ao UM`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �[ FMING RAPPING [ ] FINAL FIREPLA & C [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �o��OF SO(/l�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 3-6 9 3 OF SO �ryo� cOUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE INSPECTOR f"`� 7�3 qf SO(/lyo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ' 1X�9 ,s, J 1,7 DATE � /7 L/j,— '—INSPECTOR OF SOpTyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �8 � 1 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z- "' 1 v INSPECTOR SOcou pl�olo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR r Of SOUr�°!o 7 ?3 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r a v- a DATE INSPECTOR �O��OF SO(/l�olo G ol�cOU ,� TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE O �� �,- INSPECTOR OP SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . . [ ] FOUNDATION 1ST [ ] ROUGH) PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS! _ n f A DATE INSPECTOR ' OF SO(/l�,o� 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) [4-ELECTRICAL (FINAL) REMARKS: DATE INSPECTOOS-��Z4-" 3�773OF SOpr�olo cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [/]IFINAL SULATION FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ev�---X T V 7 L DATE o`� f INSPECTOR 114 13 1 0 !2 / 1 1 055 PLUMING 050. Lipjj,MIN INSULA17ION STATE ENERGY CODE NMI oop -: i 20 i7►'�' 2 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN-RALL 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. J k 77 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 1/ ,201f Single&Separate. Storm-Water Assessment Form Contact: Tow Approved 2011 - Mail to: Disapproved a/c :Y- lJ Phone: (-3 531-T Expiration ,20 r Buil ring Inspector APPLICATION FOR BUILDING PERMIT Date 8tiZ'� 2a , 20 tl INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit 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. -9 (Sig ture of applic t or name, if a corporation) T Tc, x to 4/ 6A; Ge h s to IV Y 1113�010 (Mailing addressJof applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Taro 6 'o. �7�y"a h Ja (As on the tax roll or latest feed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. q5 Z�13 0 1- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro ose work will be done: C �/ 1900 w c 1a7`G�l V� House Number Street Hamle County Tax Map No. 1000 Section //0 Block Lot Subdivision j Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fq~wa axz�k iygy" b. Intended use and occupancy SkIL�nE 3. Nature of work (check which applicable): New Building Addition t,"" Alteration Repair 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 2 -5- 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 Rear Depth Height Number of Stories .. . 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NOV""Will excess fill be removed from premises? YES e.NO 14. Names of Owner of premises D ckmA Vzt%%k M_Address P" 39"(04 Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? " YEST NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0L4112 er (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this \� day of <2 .o r 20 ALICIA WALKER Notary Public,State of New York Notary Public Qualified in Suffolk County Signat T f Applicant Commission Expires Sept.25. i Town of Southold: Erosion,.Sedimentation & Storm-Wa ter Run-off ASSESSMENT FORM O PROPERTY LOCATION s.cTM 0 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A o 2-�iSTtr tc wn a oe CERTIF ED Baf A DESIGN PROFESSI GEAIA,ND EROSIQN NTROL PLAN N HE STAI E OF NEW PORK SCOPE OF WORK - PROPOSED CONSTRUCTION firEM# / WORKASSESSMENT yes No a. What is the Total Area of the Project Parcels? Will this — — (Include Total Area of all Parcels opted within Project Retain AN Stortn-Water Run-Off the Scope of Work for Proposed Construction) Generated by a Two(2')hldt P.*bA on Site? b. What is the Total Area of Land Cleating (s•F A—) i�win Include an ftrl•off treated by site aridlor Ground Disturbance for than proposed Clearing and/v Construcoon activities-as wen as all — D P l i iF , Site improvements and the permanent creation of construction adiv►lyt impervious surfaces.) / ► ) V PROVIDE BRIEF PROJECT DESCRIPIYON r-Ale Psgma m tladod) 2 Does the Site Phan and/oriIndicating Shown All proposed ' Drainage Structures Indicating Size 8 Location?This — Item-soap Include all Proposed Grade Changes and - 1,dWL w(,m i,••�r l AV D ti TL% o tic Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to � l control Oe erosion and storm water discharges. This 0tq-,n\" t}43$- item must be maintained throughout the Entire Construction Period. 4 Will thl$Project Require any Land'Filling.Grading dr Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ of Material within-any Parcel? tj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand n (5,000 S.F.)Square Feet of Ground Surface? 1 J 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction V General DEC SWPPP Requirements: or within One Hundred(10(r)feet of a Wetland or- Submission of a SWPPP is required for all Construction activities Involving Sol -Beach? 0 disturbances of one 11)or more acres,including disturbances of less thanone acre that 7 -Will there be Site preparation on Existing Grade Slopes 1 are part of a larger common plan that will ultimately disturb one or more aces of land; which Exceed Fifteen(15)feet of Vertical Rise to t/ including Construction activities kwoNing soil disturbances of less than one(1)acre where the DEC has determined that a SPDES permit is required for stone water discharges- One Hundred(1001)of Horizontal Distance? ( r Storm s Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Driveways,Parking Areas or other Impervious / for Storm Water Discharges from construction activity-Permit No.GP-0-1"01.) Surfaces be Slo (/ 1.The SWPPP shall be prepared Ped Direct Storm Water Run Off prior the submittal nt the NO).Then ac shall be Into and/or in the direction of a Town right-of-way? ' submitted to the Department prior to the commencement of conswcUon aetivhy_ 2.The SWPPP shall describe the erosion and sediment control practloesand where 9 Will this Project Require the Placement of Material, roWnd,.post-construction storm water management prams that will be used and/or Removal of Vegetation.and/ortirs Consbvctieori of arty constructed to►educe the poqulants in storm water discharges and to arms (tern Within the Town Ri d orW compliance wn7h the terms and conditions of this permit In addNorm,the SWPPP sha/ 9 ay or Road Shoulder nidentr7y.potertW sources of pollution which may reasonably be expected to aHeet the Area?M"hoot will Nor hmckwo On huWllatlon of Dd—my Apron&) i qudv of storm water discharges. NOTE: If Army Answer to Quesligw.one through Nine 1s Answered with a Cherie Mark 3.All SWPPPs that require the post•construction ster►water management practice in a Box and the construction site disturbance Is between 5,000-S.F.d,1 Acre In area, i component shall be prepared by a qualified Design Professional Licensed in New York a Slorm•Wete%Gradlns Drainage d Erosion control Plan Is Required by the Town of f that b krrowtedgeable in the principles and practices of Stone Water Management. Southold and titust be Submitted for Review Prior ld Issuance o(Arry Building Permit i(MOTE 71 Check Mark(r)andkrAnsyer Tor each Question b Requhed fora Complete APPlicaUm) S1A7E OF NEW YOM COUNTY OF:...5' ............: ...........SS ''// N/� 7bat I,...... ...............`..^ av�, ( re o lnciiv duai sig+firg berg duly sworn,deposes and says that he/she is the applicant for Permit, And that he/she is the ........................................ t'�r1�ri✓fZ— ! •(Omrimei Contractor"•Agent Corporate officer':et¢)».••••..•..».•••»•.•.•.. ••.•••..••••••.•....•••••. . ! 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 fill: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 herewith. J Swom to before me this; � I i ._...............................day ..............,2AL Notary Public: L > 4._.........:.......................................... ........ (sigma Appr�nt) FORM - 0 6/1 O Notary Public,State of New York No.OIWA6153064 Qualified in Suffolk County Commission Expires Sept.25,��� T�Hi11�er � 7l�ie�■e�Il�� 3MliiisiMISS -PO.Ow 1 I" Swft Md.NY 119714)9.49' matmING DEPARTMENT _ TQ1NTi ©F SR!'I3'�HCl'ti.D p 1 PQR FLFTR AL I PECTION REOMMD BY: Lt p Name: IX/ : L � JOSSITE INFORMATION: (Indicates required information) *Name: j C *Address: A lc-® "Cross Stte& r *F tone No:. (9' 1 ,73 —5, FWM#No.: `� 3 Tare wMp utfttdt; tam Sectbn: 1 Bleep: Lot: 1 S *8PIEF DEWAIPTION OF WORK (Pietas Print Clearly) (pkwas Cirds AN That ApOY) It pb for k1sped ion. E5 %a o 1 FMaI *Do you awd a Terrrrp Certlit ate: WNO Temp inbnnatl®n %IN 'Service Size: 4 Phsse 3Qnsee too 150 Sou 350 aoo other -Flew SeMos: Rs- Underground Number of Metemrt�of Service verhee AddMonM If ic"nV'lion: PAYMM DICE WITH A ►MQ" Ism, 024%oled Ow hopoclo Fes► JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: October 27, 2011 To: Town of Southold Building Dept Re: Septic Inspection Kotylak 280 Pinewood Rd. Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that the existing Septic System is consisted of a precast 1000Gallon Septic tank and 2- 8' x 6' precast leac g basins. The system is in good working order and functions properly. Any question fee %eeo call. rely, Jame D�eerkoski P.E. \ Y pF NEW Y � DEERit�'f'g �- rr z p �7QOUT�01 0 0� D FORM NO. 3 . NOTICE OF DISAPPROVAL DATE: November 16, 2011 TO: Stefan Kotylak P0 Box 104 Cutchogue, NY 11935 Please take notice that your application dated November 9, 2011 For a permit for an accessory garage addition at Location of property: 280 pine Wood, Cutchogue,NY County Tax Map No. 1000 - Section 110 Block 2 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed accessory garage addition is not permitted pursuant to Article III, 280-15' which states: "In the case AC District &Low Density Residential R80, ...Districts,accessory buildings &structures or other accessory uses shall be located in the required rear.ward, subject to ..." C Such buildings shall not exceed 660 sq. ft. on lots containing up to 20,000 sq.ft. The site plan indicates the proposed addition to an accessory garage measures 848 sq. ft. Authorized Signature r BOARD MEMBERS �rjF SOFT Southold Town Hall Leslie Kanes Weisman,Chairperson h0� Olo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 'ply �� 54375 Main Road(at Youngs Avenue) Ken Schneider COON (��+ Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19,2012 ZBA FILE: 6529 NAME OF APPLICANT: Dorothy and Stefan Kotylak PROPERTY LOCATION: 280 Pine Wood, Cutchogue NY SCTM#1000-110-2-15 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 further steps under SEQRA. I LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. ,PROPERTY FACTS/DESCRIPTION: Subject parcel contains 14,929.5 sq. ft. and is improved with a single family dwelling and an accessory one car garage. It has 100.00 feet of frontage on Pine Wood Road, 150.00 feet along the southern property line, 100.08 feet along the western property line and 147.23 feet along the northern property line as shown on the site plan dated November 9,2011 prepared by MCH Design Services. f BASIS OF APPLICATION: Request for Variance from Article III, Code Section 280-15, and the Building Inspector's November 16, 2011 Notice of Disapproval, based on a building permit application to construct an addition to an accessory garage, at: 1) more than the code required maximum square footage of 660 sq. ft. on lots up to 20,000 sq. ft. RELIEF REQUESTED: The applicant proposes to construct addition and alteration to the existing accessory garage with a total square footage of 848 sq. ft. where the code allows a maximum.of 660 sq. ft. on lots up to 20,000 sq. ft. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5,2012 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new enlarged garage will match the architectural character of the existing residence and is in keeping, in both size and appearance, with other homes with detached garages in the neighborhood. Page 2 of 3—January 19,2012 ZBA File#6529-Kotylak CTM: 1000-110-2-15 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant seeks to expand an existing detached garage with a modest addition in order to allow room for another bay to park a car and store some lawn equipment. If the applicant were to be made to comply with the existing code requirements he could build a completely separate building in a conforming location of his property and keep the existing garage. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 28.5% relief from the code. However, if the applicant were to construct an additional building in a conforming location of the lot the result would be that a major portion of the rear yard would be devoted to driveway space to allow for the ingress and egress of any vehicle using this new structure. The board agrees with the applicant that the.current location of the garage with the proposed addition would allow for better use of the rear yard. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have.an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will be required to maintain drainage on site as per code 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created, in so far as the applicant is requesting to increase the size of the existing accessory garage beyond the maximum permitted by code for' his lot size. However, granting the variance as applied,for would eliminate the need for an additional building on the property. i 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried,to GRANT, the variance as applied for, and shown on the site plan dated November 9, 2011 prepared by MCH Design Services and architectural drawings labeled sheets 2-4 dated November 9, 2011 prepared by MCH Design Services. Subject to the following conditions: Conditions: 1. Garage shall remain unheated. 2. Garage shall only contain the utility of electric. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. I I Page 3 of 3—January 19,2012 ZBA File#6529-Kotylak CTM: 1000-110-2-15 I Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Schneider,Dinizio,Horning. This Resolution was duly adopted(5-0). `ti Leslie Kanes Weisman, Chairperson Approved for filing., J /2012 I f f i I I I I I I OF SOUr�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 yCOUNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD July 10, 2012 Dorothy Kotylak PO Box 104 Cutchogue, NY 11935 Re: 280 Pinewood Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ rical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. )'7 — PIUmt)erS Solder Certificate. (All permits involving plumbing after 4/ 4) / v Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36793 —Addition/Alterations , i ers S k � w-. E )WO i [ 1 y , :40 ..�. MAP �. AT : : Nl y M C H Design Services www.mchdesianservices.00m phone: (631)298-2260 N 65040'10" E 147.230' e-mail: mlchael@mchdesignservices.com 8'dia.X 6'deep DRYWELL n Oumi e 1 Ln O 36.5' CZ 12.0' 0.0 7 0 Z o N 1 STY. O ADDITION; Z DECK 00 0 V o Q Z PORCH O LU O pAa 34.5' Q 0 A 0 0 (.7� O Q 1 STORY GARAGE Q O O ADDITION W � wv B'dia.X 4'dcep E N DRYWELL �{ Z O o V ap ASPHALT DRIVEWAY 00 o �. � N z o- o N S 65040'4" W 150.000' JSZBA FINAL MAP EE DECISION #' DRAWN BY: MH Nove be^r 09,2011 PROPERTY: 14929.5 SQ.FT. 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N 1 1 O O 1 I 1 1 1 1 1 1 1 1 fV 1 1 1 1 co I I N 1 1 1 1 1 1 ZBA FINAL NEAP q- SEE DECISION # DRAWN BY: MH 1 1 rN Nove ber 09, 2011 i o 8' O" 1 1 c SCALE: SEE PLAN O °O O _1 ' ' N _ _1 1 1 N SHEET NO: t t fV 61-011 61-011 1ST. FLOOR PLAN 12'-011 SCALE. 1/ { t 7 _ h — u M C H Design Services www,mchdesignseMices com phone: (631)298-2250 e-mail: michael@mchdesignservices.com N 65040'10" E 147.230' Vol 8'dia. X 6'deep D RYW E L L �C-,•• o co N i , Ln I. I 10.0' 36.5' � � q120 0 N `n 1 STY. 0o TESTi�iG z � AADDITION ' ^ N DECK O PLUMBER rFRTIFICATION ON LE U-: _ .^TORE 0 CERIiFil'_i� r ^dCY . 0 SOLuJ:- W PORCH SUPPL U o 0 EXCEEL _.. . z A r P C� CT. ,� A . W ? = 0 INSPECTION v k_";,0 I ED 0 Q �, -- u� APPROVED AS NOTED H 34.5' . ` O�\ T_ DATE 'I,l- I f B.P.# 0 28.0 o W 0 N FEE: `` ';� gY � O 0 O NOTIFY BUILDING DEPARTMENT AT � O 0 �' 1 STO RY GARAGE 765-1802 8 AM TO 4 RM FOR THE x ADDITION o FnI.LO ti , 0 i N" .t 1 �1, C' IN�nGrT�(1r�S L(1 rO ? JUNuATIC f '' �%Ui;f D z � a 1 i R('lR PCB. E--1 8'dia. X 4'deep C DRYWELL 00 N00 ALL CONSTRUCTIU'v ^:F T 1-t. r— , ASPHALT DRIVEWAY REQUIREiJEtiTS OL THE COL-Fcz `'4L�� O 0 N � YORK STATE NOT RESP01"dS1BLE Fur, ` 14 DESIGN OR CONSTRUCTION ERRORS. z --- - RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Q J`t. 61.1 OF THE TOWN CODE. Ci r O S 65040'4" W 15(0.000' � 0 lL� ^ ' 'iit t-�� .�q ., e �"' J ^'F•P+„y �-,-,ram " f!. PROPERTY: 14929.5 SQ. FT SITEPLAN EXISTING HOUSE: 968.0 SO. FT. 6.5% DRAWN BY: MH HOUSE ADDITION: 183.3 SQ, FT, 1.2% SCALE: 1" = 10' REAR DECK/PORCH: FT 2A:' -- 5�\NHS ��TFR SIN FRONT PORCH: 25.3 SQ. FF. 3(3 0.2% ��OF NE October 03, 2011 R Sv'a EXISTING GARAGE: 450.0 SQ FT 3.0% �P S J' DEF�AO GARAGE ADDITION: 398.0 Sq.. FT. 2.7% * ��® SCALE: 1" = 10' TOTAL: 2376.6 SO. FT. 16.0% SHEET NO: M C H Design Services www.mchdesignservices com phone: (631)298-2250 e-mail: michael@mchdesignservices.com t , - - - - o -- - W t FRONT ELEVATION C�► w SCALE: 1/4" = 1'-0" Z (� Z A w � d w O O M ° ° w V Q a V 00 N _ O a w OF Lj IT DRAWN BY: M H October 03 2011 SCALE: 1/4" = 1'-0" RIGHT ELEVATION °F N E ., P,, SCALE: 1/4" = 1'-0" s � SHEET N O: R�FESS1 M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com FFHI LJLJLJ Ll" 11 1 11 17111 1 11 1 16 1 ii I II I — — _FEL I I I IT4-L[71 I III Vol L or- FL O 7EMM RM Now 1 W REAR ELEVATION Z U SCALE: 1/4" = V-10" Q W � W ° � O � ° O on-mom �4 x W V F-- g� z 00 u N O uj _ - - IF OF N DRAWN BY: MH ® October 03, 2011 SCALE: 1/4" = V-011 of NEW J, LEFT ELEVATION N.DEE 1�SCALE: 1/4" = -011 � � � M SHEET NO: W X ROOFS �0� U le 281-011 h r ----------------------------------------------------------------------------------- II I / I I I I I I I I I I I 1 f 1 I I 1 I I I I 1 I I I Q � I 1 I 1 I 1 I I 1 I I I Design Services I 1 1 I I I 1 1 1 I 1 I 1 I 1 1 I I 1 1 1 t 1 I I 1 1 I 1 I I I I I 1 1 I 1 1 I I 1 I I 1 I 1 www.mchdesignservices.com I I 1 1 I i 1 I ± ; 1 1 phone: --------------------------------T ---------• 1 1 I (631)298-2250 1 1 I 1 1 I 1 1 1 I I C FOUNDATION TO BE REMOVED; ; ; TO FINISHED GRADE.POUR C e-mail: � � michael@mchdesignservices.com NEW CONCRETE SLAB OVER. 1 1 I I REINFORCE WITH WMM (TYP.) I 1 I I 1 1 I I 1 1 I I O 1 1 I I I I I I 1 I I 1 I 00 I 1 I 1 fV I 1 I I t I I I 1 1 I I 1 I I 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 I I I 1 1 I I 1 1 1 I I I 1 1 I I 1 1 I 1 1 1 I I 1 I I I 1 1 I 1 1 I I 1 1 I I 1 1 I I 1 1 I I I 1 I I 1 1 I I 1 1 I I B 1 1 I 1 1 1 I I 1 1 1 I 1 1 I I 1 1 1 I I 1 I I 1 I I I I 1 I I I 241-411 1 < I -------------------------------- 71-1 O I' 71-811 71-1 OI' O 1 Z I-O I' - O � _1 �J 4611 — ----------------- -- ---------------- --_- ------ 1 1 . 1 ------ ---------_-==___________====.I=a= 1 1 1 1 (3) 2X10 ACQ GIRDER 1 1 (3) 2X10 ACQ GIRDER 1 1 (3) 2X10 ACQ GIRDER I 1 1 '----' •---- •---- ---'-' 1 , 1 , 1 , I , 1 , ' 1 a 1 kD ' • 1 Z U 1 v 1 1 ' � 1 ' A , N 1 ' ' 1 1 ' Qo 1 , 18'-411 , o o C,� H 1 , 6 11 N •-1- --+ r ------------------------------------------------------+, N z 1 � 1 (2) 2X8 ACQJOIST: 1_4 / I f T1 O •------------------------------------------------, o �! llll__ NEW BILCO (VIF) N O o ' 1111 I I ------------------+ ' 1111 W I 1 ----------------- A - ' rill— 1 I - 1 1 Qml< @16"OC- ; i�-i r oo i i i i i i am-now <H 00 ' 1111 O I I X I 1 1 l 1 1 ill ' nu N -1 I 1 , 1 EXISTING BILCO , , I ' ' ' Q ' IIII 1 - -I---------• 1 1 1 1 1 l 1 1 ' , , TO BE REMOVED, , ---- -- _--- 1 [00 V' IIII � 11 • 1-------, 1 I O ' - i EXISTING STOOP - 1 TO BE REMOVED ' 1 1 1 6 11 ' I ,�ljl• 1 U 1 1 1 1 1 1 1 I ,-4 � #4 REBAR @12"OC #4 REBAR @12"OC Q (TYPICAL) (TYPICAL) 1 -----_ uj 1 �-------- EXISTING STAIR TO BE REMOVED 1 1 CLOSE OFF w/2X8F)@16"OC �--------� cc 1 1 , 1 LL 0 1 1 5'-7'J/z" 11'-5" """'-''" 11'-8'/z" 5'-11" NEW COLUMN1 NEW COLUM 1 1 NEW COLUMN w/30X{30X12 FTG. w/30X30X12 FTG r--------i w/30X30X12 FTG. --------- ---1--- L--------i--- - '------ ■����c-_ L__ --J----------'--- 1----------- - _______ --1_ -__- -I___ ___ ___C__ __7-_--__-_ __ EX.(d) 2X8 GIRDER 1 1 1 1 , , E� (3) 2X8 GIRDER N (2) 2X8 DF#2 O' ' 0 v) I ILn LL I I LL N I I N N 1 1 N 1 11 I I 1 1 1 --------- --------------------1-- 'L-- _ ' ' --J-------� -- 1-----------------------------_-- - -_ IEX. (3) 2X8 GIRDER , „ , , , , EX.(3) 2X8 GIRDER 1 11 1 1 1 NEW COLUMN NEW COLUMN DRAWN BY: MH w/30X30X12 FTG. w/30X30X12 FTG. _ O c2;2X8 DF#2 October 03, 2011 FOUNDATION PLAN 13'-1 O'/z" 3'-11'/�" 16 —1 O SCALE: 1/4" = 1'-011 I I SCALE: 1/4" = 1'-0" 1 1 SHEET NO: �Q tp B A �0 �0 0 \� REBUILD ROFESsiio STOOP 2 8'—O 11 lz •-------------------- 0 0 W 1 rN MT_ C H 1 -1 co N L.L 1 00 r4 Design Services 1 N - 1 X 0 ' N -------------------- I 1 www.mchdesicinservices.com '_ phone: (631)298-2250 e-mail: C C michael@mchdesignservices.com 00 N 0 _1 00 N 77- 1 Nr O� 1 r4 V VJ ------------------------ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I N 1 1 ry •-----------------------------• I 1 1 1 1 1 I 1 0 1 1 1 1 1 I 1 (2) 2X12 DF#2 HEADER 1 N 1 1 W co I 1 1 1 r O W 1 I � � N O 1 (2) 2X12 DF#2 HEADER fV J 61-011 61-011 12'-011 DECK 0 l � W Z U �e Z 61-0" 181-411 W 7'-911 4'-5'/2" 4'-5'/211 1'-8" lie lie - TW1842 FWG60611R 1W1842 POSTY� ' N (2)1-3/4X9-1/2 ML HEADER ML HDR. W ° �1 �r, Lr) 0 I 1 i FJ @16"OC / W I w w U A COVERED = "W _ q ° ^' O A M ;X PORCH D O °_ �a] ~ m U IIM LL T <J OM J LL IID 00 r 2'-6" II ri 7 I x M 4 Nil S4Z1-3/4X14 ML /2a/ TESZ;� _ LNDRY 0 RM. --------- ------------- Q uj r = 0 PANTRY °_� KITCHENo N ^ O r n O O 31-0" 2'-4'/z" 11'-7'/z" `� 0 Fd ii m t (2)1-3/4X9-1/2 ML HEADE -------- ----------- - - - - - - - - - RELOCATE l - 7'-5'h" 91-311 LP TANK 1 N r- V io Z 0 LL Cu -- 0 z 0 oDo V Om N Cz 1.0 - DRAWN BY: MH -- -- - -- October 03, 2011 0 i `0 1ST. FLOOR PLAN (2)1-3/4X9-1/2 ML HEADER SCALE: 1/4" = 1'-0" - - - '- - - (2) 1-3/4X9-1/2 ML HEADER SCALE: 1/4" = 1'-0" TW3046-2 - - - - - - -( �� ��ry y DEFR�.�6 SHEET NO: ��45-TW3C 6-2-18-TW3C 6-2-18 REPLACE EXISTING w I n ' Cu STOOP '-o" ADD OVERHANG ; B 7 a 61-211 51-1011 ; 4'-01' 41-011 8'-3" 71-911Ac i 1 IL M E H Design Services www.mchdesicinservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com B 36'-O" V I 2'-0" 32'-0" 2'-0" 01 z 2'-811 31-103/411 111-611 T-63/4" 4'-11/2" O 201-511 L < DECK Lam.' A TREX DECKING 14'-O" ----�. A �.j,,,1 O 6X6ACQP0ST ----- - --------------- --- (.---__ ao -----==-'---------------=---= ==__== (BOXED R14) "" (3) 2X8 DF#2 GIRDER nn n I I111 III - u n 00 I I I I Q N G2X8 DF#2 CI @16"OC N II11 M 7 M 11 I � IIII 11 I A21 A21 TW2432 iiii TW3046 FWG60611R : TEMPERED TEMPERED (3)1-3/4X7-1/4 ML HEADER LL I; 30X30 BATH SHOW p I SKYLIGHT I X,; T S ITr1 N AREA r'4 `'_--'-" CATHED LCEILING / O O � (2) 1 � 21'-0I - J �,� 0 C/� A \ I WO : E-o 5'-81-' 41-111 U O11 21-811 \ I -- O O N , ( u1 z = Q SAUNA DN 1 NOTE: ' - � WATE BED L N r4 ...Ir r4 00 < I Q 3 - r) 21_ 1 = Q 0 I r.l 1 1 - ----------- •----- - ----------i •- - 1-- ' -i I -•� / , - 1 / " Q BEDROOM No. 4 N BEDROOM No. 3: Q I -- --------- O I 1 ' - ' O I (2) 2X8 DF#2 FLUSH BEAM _ ' (2) X8 DF#2 FLUSH BE 5'-1 1/2PLATE HT. o _ i 2X8 CI @16"OC 51-21/21101/ O d- ^^ L� TW3046-2 TW3046-2 O 41-011 41-011 4'-011 41-011 T-9" 8'-0 11 1 221-611 81-0 11 3 1-911 361-0'1 2ND. FLOOR PLAN SCALE: 1/4" = 1' " +-0 DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" � "E�A SHEET NO: P DE yp * �� 0 N�OARo 0 SI % t .. M C H Design Services 12 www.mchdesignservices.com 8v phone: (631)298-2250 e-mail: michael@mchdesignservices.com LU /2X10 DF#2 RR @16"OC C7 N X N z 0 W � 12 W LL f 6 �j LL Q N X N ° Z U STORM WATER MANAGEMENT DETAILS Z A N.T.S. W � 12 V, ��^ � +8y11 0 12 DRY WELLS: �+ z 12 0 r F� GARAGE ROOF AREA SQ. FT.: 1008.9 SQ. FT. DECK 12 0 0 0 = FT 12 169.0 CU. 12 1 8'dia., 4'deep DRYWELL 169 cu. ft. W U @16 SE ROOF AREAS . Ff.: 1449.9 S . F T. "oc �ya V DRY WELLS TO BE 10 MIN. HOU Q Q �— r ' O 00 AWAY FROM HOUSE = 242.0 CU. FT. ' ee DRYWELL 253.5 cu. ft. WALL I:v O® o� TTO (1) 8 dia., 6 d P ( ) I I 0 12 2X10 HD_R.. +/_ w I30X30 SKY LIGHT J GENERA r v L LL DRY WELLS(MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A �� SIGNIFICANIT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL ZX10 HDR. � M �v 0 V )f FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE r I I LL �� X SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. LL ��� ,,�� O DRY WELLS IMUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION O 0 O x �� WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL "I ( � 12 `? SHOULD BE IPROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. i i +/- THE BOTTOW OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH O WATER TABLLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE:RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. n ROOF PIAN PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 1-3/4X14 ML RIDGE CORDONED(OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, SCALE: 1/4" = 1'-0" PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD JQ BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, O << 12 DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION ti}O SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER - STANDARD 5" 12 CHIMNEY oe DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON NOTES: OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT InzW 12 AND MATERIIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 1).EXECUTION: 12 LU §z O 12 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. D DRAWN BY: M H UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 12 oc N 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: � LL ACCUMULATIED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. � 0 SUBGRADE CONSTRUCTION WITHI T R HE DRY WELL'S DRAINAGE ARE IS COMPLETED AND WHICH SHOULD BE ESTABLISHED B) ACHIEVING THE BEST RESULTS OR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N Q�� N AFTERPREARE SURFACES USING METHODS REMMENDED BY THE MANUFACTURE FOROctober 03, 2011 DRAINAGE AREA STABILIZED. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �-� f, IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS METALS WITH PROTECTIVE BACKING PAINT. @16"OC �� L /2X10 DF-#2 STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE �P @16"OC SCALE: 1/4" = 1'-0" INSTALLED LURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.INSTALLATION: SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. BE REMOVED)UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. IS COMPLETLED AND THE DRAINAGE AREA STABILIZED. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.STONE FILL(AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE a).COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND w SHEET COMPACTOR N O. S.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ACCESSORIES. 0 �� �S DE�"4� �,p B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT PRETREATMENT: CONNECTORS. 12 N h O(� 7f AS WITH ALL.OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEALzvg r FUNCTIONAL.LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. 12 0 ``{` ti Uj RUNOFF POLLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND O Z Eu X U') ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4). PROTECTION: @16"OC \ + Cg THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. A 7 � CLEAN-OUTSj)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PRACTICAL ITO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION. 0 THAT CAN ENTER THE DRY WELL. 1-3/011-7/8 ML RIDGE 1 _ O�)ge M C H 2X8DF#2C @16"OC Design Services 1 1 1 1 1 (3) 2X8 DF#2 1 I 1 1 I I 1 1 1 1 6X6 ACQ POST: : www.mchdesicinservices.com BOXED IN ; phone: 1 I I _0 (631)298-2250 CID 1 1 1 1 1 I I I e-mail: 1 1 1 michael@mchdesignservices.com 1 1 1 1 1 1 1 1 I I I 1-3/4X16 ' ' 1-3/4X11-7/8 ML BEAM 5/4" DECKING OVER 2X ACQ SLEEPERS � : ML BEAM ' I EPDM,FLASHED OVER 3/4"AC SHEATHING I ' 1-3/4X7-1/4 ML @16"OC 1-3/4X7-1/4 ML @16"OC 8X8 0 POST 5/+"DECKING 3/4"SUBF OOR — _ 2X8 AC:Q Dj @16"OC 2X8 DF#2 FJ @16"OC F7 — " - — 0 ` / 1 a b (3) 2X110 ACQ ` �� :' GIIRDER i It 10"dia. 8 I "CONC.BLK / CONC. PIER / i 0 (ALT.PC) DAMPPROOF 1 1 1 p•vd^ s 1 24"X24"X12" CONC.FTG. 4"CONC,SLAB : d. d e• d d. ' ——————————-———————I 16"X8"CONC. FTG. (2) #4 REBAR r SECTION A-A. 1-3/4X14 SCALE: 1/4" = V-0" ML RIDGE 1-3/4X11-7/8 ML RIDGE (, CATHEDRAL ^�O CEILING 2X8 Q @16"OC O : : (3)G GIRDER ^V �1 1 1 O 6X6 ACQ POST V I 1 0 ' ' (BOXED IN) 1 1 1 00 _ 1 1 1 1 SLEEPERS PITCHED TO GUTTEIR W 0 � 1 I (SCUPPERS AT WALL) rr�� CONNECTTO DOWNSPOUTES O V 0 0 14"TJ1360 WOOD-I FJ @16"OC 1-3/4X7-1/4 ML @16"OC W V (4)1-3/4X14 ML w/ (3) 5/8" STEEL PLATES O Q L 00 N 1 F EXISTING GIRDER 4" SUBFLOOR — _ - — EX. FLOOR JOISTS EX.FLOOR JOISTS 2X8 DF#2 FJ @16"OC 2X8 ACCQ D)@12"OC . _ ■ EXISTING W GIRDER (3) 2X10 ACQ t r ry GIRDER >� y , 4 b• 10"dia. O NEW F " O CONC.PIER EXISTING STAIRS EXISTING 8"CONC.BLK. 1 (AL. PC) M DAMPPROOF a o oe- 24"X24"X12" NEW STEEL COLUMNS w CONC. FTG — - - — O . 77 FTGS. PER FOUNDATION PLAN 4"CONC.SLAB �o-.AvPY•.od. .a ��•vd^ ,. 2X12 16"X8"CONC. FTG. RIDGE cv. SECTION B-B (2)#4REBAR _--- ---- X6 COLLARTIES @16"OC SCALE: 1/4" = V-011 ' G @1�O 2X4 HANGER 2X4 HANGER @16"OC @16"OC 0 1 -- 3'P/ROOF VENT 1 i 2X12 DF#2 Q @16"OC 1 1 3 -- DRAWN BY: MH 1114, 1112 1 114 W.C. IAV. SH ER OR ATH October 03, 2011 Y 3 C.O. 1/4 00 SCALE: 1/4" = V-0" 1 114 1 12 1 1/4 1 114 Iq SINK W C. SHO ER D.W. IF3 .A.I. c oR ATH = Nt 4"CONC.SLAB (REINFORCED) �y ()Fw ya S' V H E ET N O. 1174 3 2 2 3 8"CONC.BLK. 3 4 c.. (ALT.:PC) * P HOUSE TO APROVED SLOPE"114"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM PLUMBING SCHEMATIC 16"X8"CONC.FTG. 'O- ss j 9 N.T.S. SECTION C—C, (2)#4 REBAR AROFESsI SCALE: 1/4" = V-0" 1 M C H Design Services www.mchdesicinservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ` WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. Generated by RESchecft-Web offivare 1),INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. i Compliance i fi cafe BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE V) 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1),CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. O 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Enema Ccde: SEALING PENETRATIONS: 2010 New Y Energy�Ccsnseruatir�n ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE S IVE BETWEEN DRYWALL AND TOE PLATE. SHEATHING WHEN NAILING IN PLACE. Construction Code, BE SEALED. 4).CAULK OR USE ADHES . [�,�,�!)�n; Suffolk County. New Fork RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Covistirefar,I)piF Sin ke Family RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG P n,31E+Ct T)pe: , dgition(Aftmtj on CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. Hea-_rig Degree Dap: 57. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS, ClITaite Zcrp-: 4 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. one.rudon S:`;e: Ge'lniiff'Al,�*'31^°I Des ,e rC,r,°raeDr BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. C4 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Uj IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. , 1�, I'V*=t ;r.t c;_:„ °' 3n Cod9 Ell2W tLr,n 4JX22fi Y,-�CIA:� _... . . ._... _..._- _... ...- ___._...._..__.__ _�_---a. ..-._.._.._....._.. _._...__......._. _.._...._.._..... .._.._.._....__ ._w_......._._-_. . _... . . _...... MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: fw'OT. .3't�: '�.G 10 El�tter Ti: T3 ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR HAILERS. HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V, TNA+A&f.w r&'W:m Tie t-ik( dixe nitattl h--**6)1*l baf;prif►ot dA htum it htw1 antic%6&_^t-qr t_ IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3),PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. h1 t T F'�+ 3n if 't 8fba�l WIN*i3t h tlhuPt-aCt.:t tom. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES � , "" '" "" a '"+t't" �'�"' INSULATION AND VAPOR RETARDER AS WELL, CAVITY SEALING ON EXTERIOR WALL: , SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. a:�' �`- .°"� ' F.6 ' f ii '. ., ;x-3 t�j HEATING VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: „_w..•_._._.._�, _ __.____..�_.._. .__. ....e...._....�..__.__..,__....M__�,___...._._�.�._._..___.•..._u.W__._._.�..._.____..,.___r___.._...__.._ ._._.,.-_...._..._ _ a rT1 SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR.. NEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1) E'Tr}7f:.A:l-1'1�rd,:G�i61�'TPL"��ti'E�ur.+�or.�.��� 1�� L�J.L� �.C# E HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING.3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. Ce"`lrg:Fla_'.{:±"' *. s yr Truss 13"1 3 30.0 0.0 ZE, U ATTACHED GARAGE: 4" 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Z HVAC SYSTEM EFFICIENCIES: BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �+e'1C�:�:'le�r31 "ItlE `a'C, 0.G 4 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL n: vvml Frxne,1fh-1c.c. 30 1 13.0 ME, 17 MINIMUM EFFICIENCY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE 002r: SON 21 0.23D $ HVAC CONTROLS: CEILING WITH ADHESIVE. cocr G iSS Z2 O.Y1Cr 13 A O CONTROLS MUST BE IN ACCORDANCE WITH EGCGNYS503.3.2 AND 503.3.5,TEMPERATURE 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM �-1 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. %1,1.gr r4`a: 4'!'ow Fr3'Tits,�Pc..'IE 1!'���LO�I"�LE 3E 0.290 11I SEAL ALL PENETRATIONS THROUGH BLOCKING. (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING),THERMOSTATS USED TO CONTROL 3). . � [, HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY %„!:-9. �f000 Frc- ne, 1 Eh-c,O. �2 '13.0 0. 71 v ,�1 AO LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. A'id„rd: �fi��'Fra'T1 E�,�:. P3"te�',,.�L4'�'.'-E �� O.�C 1 E SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO -J PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: 4ti'lhd�4r'�'I 7 Frame, P"c'lE ,,,, t Dfr,�E [+ 0.;]L - HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR O [^� USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT O TEMPERATURE. TOP PLATES. �Ovf - s5 O.:JO 13 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN rr VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL:1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORECO .a°''� 'aI� �� pr pc d t% 4 rfy dE�l[r1 d_ECrE�1 here,fC 00'1Elsteat"d,�2"1 tl7_ b.tll1lrg p�r .,.�s3ilDt't5,a7d c['1Er FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3l-L,I tc is s�.tmeiI.e�%%1t311re errrI� 14.�3ti'..�'.1.?he � s=d 1: rd`1 rim.Ce3n des. rel fu.mEet tie 2010 h+2i4'�"rDA Erg? CC�IEE'Lrc- n DUCTS AND PIPES: �- �' DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. C01,1Et-Ly,13ri �T . a + fi,- ,c ► :7 * fi fia�e r_ �I.�r_r.s i3 FE.�,�r,�evtr l+�r'�e"1t3�.���h�''M5'':':7 the rr�r.�3��rX irey.l''eT�,�t,��f�ed��tt�e E�E,�M- F. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE C,EC-R((A R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: CC�O DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. (:V THE INSULATED ENVELOPE OF THE HOUSE. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. O IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION, I NaTe-I7.,� ,�r3t1n Daie R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. DUCT SEALING: < DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: U SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING t , UL 181B MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT I. j SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING i WRITTEN MATERIALS: ol AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL `� WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. O WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE CUT AROUND OBSTACLES: TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;GUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: O AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY IF THERE IS A GAS RANGE. FACED OR UNPAGED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS LODES FOR DETERMINING MECHANICAL VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. P'�'= ode- F?E-PFOft d3' 0''Ct1 A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. mab '"emTe: par- I of 4 DRAWN BY: MH October 03, 2011 SCALE: 1/4" = V-0" OFN SHEET NO 1• D Z y� o � Cr F�,Q o 07 O ------------ 2x_stud " JOIST DETAILS, Plate nail - 16d (3-1/2") all at 16" Plate Hall - n-cliod 1ter ) box at 16" on-center• on-center box at 12" on-center INTERMEDIATE BEARING ALLOWABLE HOLES - TJI Joists Floor panel nail - ad Load bearin or shear wall NO LOAD BEARING WALL ABOVE loor anal nail - 8d (2-1-2") 2-1/2") it g No field cut holes 1-1/2"hole m be M H p ��� common at 6I common at 6" on-center- above (must stack over wall In hatched Bee Table B out anywhere In on-center Web stiffeners zones See Table Table below) required each side 131ockin panels Load from A see Table web out- Design Services " or 1-114" 1-114" True Blocking g p B side hatched zone cut or otch flange. Blocking true Joist Joist rim anef at B3W may be required with above anal 2x4 minimum shear walls above or 6" O 6' p /% rim board- board squash below-see detail B1 1-1/ LI 2 x DI DI Lg z x L2 oe nail - IOd (3") ii oe nail - loci (311) blocks 6" minimum minimum 6' 6" 2 (applies to,,, Www.mchdesignselvices.com box at 6 box at 6 holes except min, knockouts) Do not cut holes larger than phone: on-center• on-center 1.112"In cantilever 631 298-2250 Remove tongue and groove B1 B1W 1/16 Table A - End Support DO NOT' cut holes In cantilever from floor panel edges Boundary na111n Mir!mum distance from edge of hole to Inside face of nearest end support reinforcement. supported by 1" a-Rim to _ Sd (2-1/2") Web stiffeners 2x4 In mum e-mail: stall proper blocking squash DEPTH rJi ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE michael@mchdesignservices.com TJI rim Wensure quality nailtn common at 4" to support all panel required each q 2" 3^ 4^ 6a12" 6-+n 11- 13" L2' 3" 4^ 6.1/2" 6-1/2' 11- 13" g eIVICBS.COm 'Gonventionaf construction code minimum for on-center• pp p side at BIW andblocksoast use with A3 only. See Trus Joist Framers edges B2W Use 2x4 mintmum squash 110 I'- - V-.6" 2'1" 4'-6" ����, 9.112" 210I'-0 - 2'-0" 2 6" 5'-0' ,42 Must have 1-3/4"minimum Q3 A31 3,2 W3,?,{ocket Guide forA3.1-A3.3 installation `-3�)'See Trus Joist Framer's Pocket Guide for 82 B211U B3 3 CS blocks to transfer load 230 1,0„ 2 2 0„ s-0 5 0Joist bearing at ends \ pecificationS. \/additional installation specifications. around Tull joist 3so 1'-6" 2'-0" 3'-O' 6'-0' 6'-O u length of 210 I'-O" 1'-0" V-O" 2'1" 5'1" 1--0" 1'-0" 2'-0" '-0 -6 6' " Nail True Joist rim 11.7/8" 230 r-o" r-o" r-o" 3'-0" 6'-O I'-0" I'-0" 7-0" V" T-O" TJI Joist 8" diameter maximum hole Attach reinforcement 360 1'-O" V-O" r-6" 4'-6' '1'-0' r-O" I'-0" 7-6" board to blocking 4'-O" length of g" diameter maximum hole reinforcement and for I1-1/8" - 16" deep g 560 ro" r-0° r-6° 5'-0' s'-0' r-0" 2'_d' 3'-6° T'-0" e'-0' to Joist with one 8d 3/4" " _ " filler block, Use blocking amass: 6° with connections J +10 r-0" i'o" r-O" r-O" 2'1" W-0' r-0" r-o" 1-0" 3'-6° 6'-0' e'-0 Web stiffeners for 11-1/8 16 deep ^5 p q (2-1/2 ) common nail at Nail through 2x— wood backer 210 V-O" r-0" I'-o" ro^ 3'o' 6'-o' r-0" r-0" r-0^ 4'-0' 8 diameter maximum hole reinforcement 4'-O" length with diameter maximum for equivalent to g required each for 11-1/8" - 20" deep blocking panels: ro" decktn schedule each corner and 14" 230 0" r-O° r-0" r-6" 3'-6" 61-6' r-0" r-0" r-0" 4'-0' -1'-0" e'o' aide at £1W on one side at diameter maximum For S-1/2" and II-1/8" blocking panels S-1/2" deep True Joist Attach reinforcement TJI Joist web with 2 rows loci 360 -0" 1'-0" 1•-o" 2•-6" 5,1" W-o' 1'-0" 1'-0" 1.-0" 5'-6' e'-0' e'-6" blocking panels: lo° blocking panels S-1/2" des TJI Joists. or a orter than 12" long, rim board Blocking panel between Blocking „ 51 -0° ro° r-0" r-6" 6'-0 S'-& r-0" r-0" 1.1" £2, both aides g p p to oast with one 8d g diameter maximum for J (3 ) common nails at 6 zto 1'-0" ro" r-0" r-0" f-6" 3'-6" 6'-0 r-0" I'-0" Ib" 1:0' " 6'-6' -0'Io'-6"aat £3 or shorter than 12" long, Do not cut flanges, (2-1/2") common nail at ach Joist, Nall to top panelocking panels 9-1/2 deep late with connections n-center, clinched. Use 16" 23o r-0" r-0" i'-0" r-0" 2'-0" a'-o' 6 6 ro° r-0" " Yo° e'-0 n "uO not cut flanges, each corner p " 360 r-0„ I'-O" I'-O" I-O" 3'_O' 6'-0' S-0' I'-0" ' " '-0" 1-O'IO'0 I,, 1 or shorter than 12 long, True Joist equivalent to decking Wool (3-1/2 ) nails with 56o r-0" r-0° r-0° ro° 3'-d' 6'6' to-0' r-0" r-0° r-0" 5'-0'lo'-O 1r-0" 11'1' . w LDo not cut Flanges, rim board n schedule, 3-1/2" TJI ,joist v Trus Joist 12 length of 4" 6" a^ 10" 12" 15" 17" 4" 6^ 6" 10" 12• 15- 17" ttach Flange widths. • rim board 3/4" 12" length of 18^ 360 I'o" I'-0" 1.0. 2'-O" 5' to'o, 1'-0" I'-0" 5,-0 b' Ir-0" 13,_6" reinforcement to reinforcement 3/4" 560 r-0" I'-0" 1'-0" I'-0" r-0" r-6" 6,-6' ll'-O" 12'-0" 14'-6" • ttach reinforcement JOiat web with 3 on one side at 20^ 3so I'-0" 1'-0" I'-0" 1'-0" 2'-0" Y-0"10'-6" I'-O" V 0" 2'-e" 6'.0'II'-61. 14,0" 15'-6" True Joist rim reinforcement ` 58o ro" I'-0" r-0" ro" r-o" T'-0"n'-0" r-0" r-0" a'-0' e'6" 12'6' la'6" IS'-6" to Joist with 8d (2-1/2") rows 10d (B ) £5, both sides board „ on one side at Wood O common nails at 6 on- common nails at 6 at E6 c�' able B -intermediate or Cantilever Support „ £1, both aides pp A � center, When .,O on-center, clinched. backer P,s a Minl um distance from edge of hole to Inside face of nearest intermediate or cantilever support Face grain �el� reinforcing both (���� Use 2 rows with S-1/211 Less than at £8 Zy��`�ec� ��e\oad g P horizontal aides, stagger nails. Fa and 11-1/8" 5" leas than \Gary\\���r�a oCcn�\�� DEPTH Tit 2^ 3^ ROUN/D'HOMEISIZE3 SQ ARE OR RECTANGULAR HOLE SIZE } E1W 1=2 E3 E4 TJI Joists. Not for use with 3-1/2 TJI J +10 1 6" 2-1" 3-0' T'6° I F'- Joist flange widths 210 V-O" 2,-6" 3'-,1" T'-6"230 2'-6" 3'-0' 4'-0' 6'-0' 3'-0" 4'-6" 1'-6" 360 3'-0" 4'-O' 5'-6" V-O' 4'-6 a'-6" 8'-0Filler block Attach Ito -0" r-0" 6" a WEB STIFFENER ATTACHMENT with ten 10d (3") box 210 r-0" V-O" 2'-0" 4'-6' s'-0' r-0" 2'-0" 3'-0" T-6" I ,-o, 11.718" 230 1'-0" 2'-0" 2'-6" W-O' '11. I'-O" 2'1" '-6" 8'-O 10'-0" Halls, clinched, U ten EXTERIOR DECK ATTACHMENT I-1/8"ap` 16d (3-1/2") box naa ten from Option "I: minimum 360 2•0" 3'-0' 4'-0' 1'-0"n'-0"I 31-6" 5'-0' 9'-6 n'-0" Structural exterior Apply stubf/ooradhesive to all " So l'6" 3'-0" a'6' e'-0'12'-0" 30„ 4'6" 6'0'lo'6" I2'-0" each side with 3-1/2 ppY TJI Joist blocking with end 2-3/4 maximum CZ Web stiffeners sheathing contact surfaces " ' 110 r-0" r-0" r-o" 2'1" 4'-6" 8'-O' r-0" 1,-0" 2'- " 5,-o' 9'-0'12'-0" TJI Joist flange widths. g cks Installed at 1/3 Joist Il 2� 210 I'-0" r-0" r-0" z'-6" 5'-0' e'o' ro" r-o" 2'0" 6'-0'lo'-o'12'1" required 1f sides of Use fifteen Halls with Backer block span locations using Three ad (2-1/2") box Halls, 14" 230 I'-o" 1.-0.. r-d' 3'-O' S'6"to-0' r-0. r-0" 2'-6° 6'o'1o' hanger do not laterals Flashin „ 36o ro" 1'-0" 2'-0" 5'6" a'6"12'-6" r-0" 2'-0" 4'-0 9'0'I2'-0" 14'-0" 9 y TJI joist depths Install tight to top Bearing plate: a�` two 8d 12-1/2 ) clinched pp n greater than lro g g P Treated 2x_ \s t� box nails or Three 16d (3-1/2") box nails 560 r-0" V-d' 1'-6" 5'-6" 39-1-13"0 VI 1'-0" 3-O' r-O" I WI I3'-6° IS'-0° support at least 3/8 flange (tight t0 lush late with inside y 210 1'0" I'-0" 1'-O" I'-0" 3'-0" 5'-6" 9'-6" 1'-0" I'-0" I'-O" 4'-6" 9'-6' 12'-6" 15'-6" of TJI Joist top bottom flange with face of wall or beam ledger �13 �0 0 �a+ 2-1/2" screws, " at 3-1/2"TJlJotst flange widths 16^ 23o r-0" r-0° r-0" r 6° 4'-0' 6'-6 Id-6" I'-0" ro" ro" 5'_0'10'-6"13'-0" 16-0 bottom typical 11 2 360 r-0" I'-0" I'-0" 3'-0" 6'-6'IO'-0'13'-6" I'-0" 1'0„ 2' " Yam" 13'-0" 14'-6" 11'-0" Fla a face mount Web stiffener each 5to I'-0" 1.-0'. I'-O" 2'6" I'-0"II'-0" 15'-0" 1'-0" r-O" 3'-6" S'-O'14'-6" angers), Attach See fasten Trus Joist Opt on 02: I III I side. See sizes 4" 6" 8" 10" 12' 15"}=� 17" 4" 6^ 11" 10" 12" 15" ir' with ten loci l3") table below, Maintain rim board 2x_strapping installed below, 360 r-0" 1'-0" 3'-O' 6'-o' 9'-O'15,_0 r0" 4'-0 9'-0 14'6" I6'6" 19'-6" Top box Haile, clinched 2" distance (minimum) from at 1/3 Joist span Tight IF 78" 56o r-0" I'-O" 2'-0" 6'-0 10'-0 16'-6" I'-0" 6'-0'Il'-6" 16-61, I8'-0"20'-0 la"ge when possible, edge of ledger to fastener, locations using two g 20•• 360 fo" r-0" r-0" 3'-0' 6'-0'fro„ IS'-6" r-o" 11-6" T'-0"12'6" 16 6" is'-o° zl'o" g n W Web Stiffener Siz W Web Stiffener Siz 56o -0" r-0" r 6" 5'6"I2'-o" w'-0" Face mount, ack Si block Allowable Load I Factored Resistance(Ibs) " 2-1/2 screws per Joist Fastener piton 3: I-1/2" 1/2" X 2-5/16" film -5/16 /8" x 2-5/16" min Rectangular holes based on measurement ofrongestside, hanger both sides 1-3/4"rim board 1"a-Rim TM of web with 3l8"lag bolt 400/630 N.A./N.A. directly applied Ceiling oba may be located vertically anywhere within the web. Leave I/8" of web(minimum)at top and bottom of hole. I-3/4" 5/5" x 2-5/16" min 2-1/2" 1" x 2-5/16" minimuir Single TJI 1/2"lag bolt 475/750 3251 N.A. yhen specified on the layout,one or more of " Knockouts are located In web at approximately 12"on-center: they do not affect hole g "Allowable load determined In accordance with AC 124, a three bracing options shown ILmustll be 2-1/16"3/4" x 2-5/16 min 3-1/2l' placement. JO18t }.43 LQ j� g p O 2X4 For elapse span(5'minimum)uniformly loaded joists meeting the requirements of current True Joist product guides,one .Corrosion-resistant Fasteners required for wet-eervlae installed maximum size round hole may be located at the center of the Joist span provided no other holes occur In the Joist, applications. •Dielancee are based on the maximum uniform loads shown In current True Joist product gutdae. For other load conditions or Z A hole configurations contact your True Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers < W � BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(mimlmum) A O BEARING AT WALL WINDOW HEADER CONNECTION WALL Vol E� P4 Joist Framing z ll depth Trus Joist rim board I Stra er code if o Allowed hole a o Cut on/ round holes and oml 0 C O zone Z Or blocking for p p Blocks in the center of beam, y g top plate fa not I/3 depth o o P4 0 lateral support continuous over Panel Safety bracing on-center ROUND HOLE CHART wJ O header �i minimum)at&'on carder and 1/3 span Allowed hole zone 1/3 span BEAM DEPTH MAXIMUM R01UND O O extended to a braced end Silent Floor Joist Framing wall. HOLE SIZE Fasten at each Joist with For unlforml loaded beams one 4-3/8 1 u does not require bridging two 8d(2-1/2")nails minimum y y 5-1/2 1-3/4" �4 or mid-span blocking (see WARNING), Rectangular holes are not allowed, "I-114" to 20 2" W Top Flange No holes In cantilevers. See Illustration for Allowed Hole Zone v N2 No holes in headers or beams In plank orientation.hanger H Face mount //'�� � Parallam PSL or hanger DO NOT bevel cutJoist Al P14 O7tmber5trand beyond Inside face of E2 betweenRim o�Ietem 1-1 LSL column L2 L3 See current Trus Joist L4 rotect untreated wood from direct conta t J TJI JOIST ATTACHMENT at BEARING 0 O O literature For framing Gtith concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors g O True Joist rim board bearing wall above) N One loci(3")box O CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail Into each flange wall. one Bd C2 BEARING AT CC3LUMN TOP-LOADEDII BEAMS(1) t:& box mail each 1-3/4"Width Pieces: TJI rim Joist side.Drive malls at an angle at Minimum of 3 rows loci (3" x 0.128") nails at 12" o.e. L3 True Joist rim board n least 1-1/2" from I-3/4" minimum bearing Verify Farallarml Minimum OF 4 rows loci (3" x 0,128") nails at ELEVATED COLUMN A2 at and support: 3-1/2" ttmberStrStro mintmum at Intermediate ta PSL or nd LSL 12" o.c, for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support column If using 126 (3-1/4") or larger nails, the CAP BI LI Shear transfer:Connections equivalent to floor panel nailing schedule Optional HI capacity and beam number of nailing rows may be reduced O p v non-shrink bearing length, by one, i32 Trus Joist rim board or to TJI Jost Sees current 3-1/2"Width Pieces: grout lrrus Joist LS 1-3/4"wide TJI rim Iliterature. Minimum of 2 rows 1/2 bolts O $3 jolstOne 10d(3")box 0 at 24" o,c, staggered (1)Load must be applied evenly across entire moll Into each flange f 1/2"wade TJI rim TJI floor JostToe nail with 10d joist "-2-5/16"wide (3")box malls,one each 2-1/]6 beam width.Otherwise,use connections for side-loaded beams. O e o side TJI Joist flange Butting Use B11 or B2 at TJI rim jol"ne 16d 9 dditional nailing or bolting may be required with 84 Joists (3-1/2")box nail into each O 1-5 Los de-loaded multiple-member beams.Refer to Current P1 f'2 F'3 O with blocktn termediiate bearings flange 3-1/2"wide O roduct literature. End of joists panels load bewaring or shear TJI rim joist Top View at cenlerlin J wall frcom above of support FASTENING of FLOOR PANELS Braced end wall BEAM ATTACHMENT at BEARING ^ Closest On-Center Spacing per Row see note 3 under Trus Joist rim board Nall Size TJI Trus Joist rim board TimberStrand LSL Hl G 110 and 210 230,380 and 560 1" 1.1/2" 1.1/2"or wider Microllam LVL Parallam PSL O WARNIN One loci(3')box Heil each side or ad (2-1/2")box -1/2" 2' 6" W p • 8d(2-112")common 3-1/2 2 " y" 6. 4" 3" 3" °3 member at bearing, 0 • 1-I/2" minimum from end O 10d(3"),12d(3.114")box 3" 2" 6" 4" INSTALLATION TIPS O Drive nails at arsee framing plan(If applicable)or Framer's Pocket L4 angle to minimizdsu/de for minimum end and Intermediate bearing 10d(3"),12d(3-114")common .4-1/2" 3" 6" 4" 4" 4" 4" Subfloor adhesive will improve floor performance,but g 9 16d(3.1/2")common iN.A. 4" 161. &wv 6'YD 8" 6" may not be required. O O LA xterior Deck splitting of platdengths. (1)Can be reduced to 4"on-center with maximum nazis penetration of 1-318"into the narrow edge When Joists are doubled at non-load bearing parallel ttachment partitions,space Joists apart the width of the wall Structural Recommended nailing is 12" on-_sinter In field and 6" on-center along for plumbing or HVAG. O sheathing sheathing edge. Nailing requirements on engineered drawings supersede Additional Joist at plumbing drop (see detail), O DO NOT use sawn lumber recommendations. O for rim board or blocking. Nailing rows must be offset at least 1/2" and staggered. O Sawn lumber may shrink after Installation. WAN'14 ea, staples may be substituted for 8d(2-1/2")Halle If minimum penetration (�/� of I" Into the TJI Joist or rim board to achieved. ,n n Protect O O a Bee ALLOWABLE NG DRAWN BY M u ,. 1"1 I 1 untreated wood If�+ Joists are unstable until braced laterally Farthest On-Center Spacing per Row L from direct 0 H3 Bracing Includes: Maximum spacing of nails Is: contact with g For Joist widths 1-3/4" or less: 18" on-center concrete •Blocking •Sheathing Dctober 03� 20 For Joist widths greater than 1-3/'4", 24"on center 11 DO NOT allow workers to walk on "Hangers •Rlm Board •Strut Lines Rim Joist DO NOT stack building materials Joists on unsheathed joists,Stack only FILLER and BACKER BLOCK SIZES Shifted Jol dditional until braced. over beams or walls. i i TJI Flange Widths 1-3/4" 2.1I16" 2.5/16" 3-1/2" Joist INJURY MAY RESULT. SCALE. 1/411 V-011 Plumbing drop Bearing plate to ® WARNING NOTES: 9-1/2"or 9-1/2"or 14'or 11/2 or 14"or 18"or 14"or 18'or be flush with inside Q Weyerhaeuser 5usines8 Depth 11 718" 1'4'" 11-7/8" 16- 11-7/8" 16" 20" 11.718 16" 20' Squash blocks and blocking panels carry stacked face of wall or Lack of concern for proper bracing during construction can result In serious accidents.Under normal conditions It the Filler Block* x + 2x12+ I/2 Two Two Two vertical loads(details 51 and 52). Packing out the beam following guidelines are observed,accidents will be avoided. 2x6 2x8 oat 3/B' I/2" 1/2" sheathing web of a TJI joist squ (with web orstiffeners)blocks g not a SHEET N O (Detail H2) ng 2x6 2x8 2x12 j�y shoat thi ehedthln substitute for squash blocks or blocking panels. I.All blocking,hangers,rim boa cis and rim Joists at the and supports of the TJI joists must be completely Installs an �t1s Cantilever Filler 2x6 2rx10 2x6+3/8 2x10+3/8 2x6+ 1/2 2x10+ I/2' ot 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This o s r (ar (Detail E4) W-O" &"-0" sheathing sheathing sheathing sheathing applicable cabs Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Joists at the and of r r A. long Icwo 4'-0" long&'-0" long 4'-0" long&'-0" long 3.Safety bracing lines of Ix4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and owt� 0 bracing,buckle sideways or rollover Is hI hl probable under light construction loads-like a worker or on ill Itno��y Backer Block* 5/8"or 3/4" or 4.Sheathing meet be totali attached to each TA joist before additional loads can be laced on the$ate r (Detail F7 3/4" 7/8" 1"Net 2x6 2x8 2x12 r'g y J P y , or H2) 5.Ends of cantilevers require earety bracing on both the top and bottom Flanges. 0 •" If necessary,increase filler and backerblock height for/bate mount hangers.Maintain 1/8"gap at top of/oist;see detail W Filler and backer block lengths should 6.The flanges9 must remain straight within a tolerance of 1/2"From true alignment. IT+ ' ; ;u'`«n a O eccomodate required nailing without splitting(12"minimum rfor backer blocks and 24'minimum for iller blocks). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT # GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, °0 M E H KING STUDS Design Services ° ° RAFTER WALL STUD ENDWALL o CRIPPLE STUD . BOTTOM PLATE www.mchdesignservices.com phone: 0 o RIDGE LEDGER BATHTUB (631)298-2250 o ° HEADER DOUBLE JOIST e-mail: SIDEWALL michael@mchdesignservices.com RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTIOIN APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOFI LSTA24 1-1/4"x24"20ga. STRAP APPLY 01VER RIDGE TO EACH RAFTER 2x6-2x8 LS26 189 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD ( /'� THROUGH-ROOF EXHAUST - • VENTS SELECTED AND LOCATED BY CONTRACTOR METALSTRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED O RAFTER RAFTERS .,._. SILL PLATE(S) WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE AITTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WIND0IW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ^' BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA �..7.+ FLOOR JOIST DEPTH USP NUNABER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W ED VENT 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS ` , SHALL BE COVERED WITH CORROSION- l CONTINCSOF IT/CREE EXTNPLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED E,AVE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS ,' GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14"- 16" INSTALL 4'0"O.C.LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8"- 12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGS ,' EACH RAFTER SOFFITED EAVE DETAILKEEP ROOFING NAILS OUT �, 2ND. FLOOR WALL OF FLASHING ram, , � ROOFING LAPS BASE W FLASHING 4 INCHES U RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME < Z A EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W !� SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O �--1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT V 1 WOOD JOIST TOP PLATE W 0 SIDE WALL FLASHING H (N GIRDER/HEADER 0 (� ,. I DE L �J � O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48 OC WOOD JOIST 0 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �"� � W FLOOR JOIST DEPTH USP NUUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS � V INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED mom-no H ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH a RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. Q O 8"- 16" MSTA48 1-1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS � 9 CONNECT OVER Q ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHORS PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. I REDUCE BUMP OUTS � N 0 DBL. SILL PLATE �, 0 TERMITE SHIELD SUBFLOOR SILL GASKET �— Q T WOOD JOISTS NEOPRENE TYP. CONC. FOUNDATION CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATEW DAMPPROOF EXTERIOR 6 MIL. POLY w' �, v - GRANULAR FILL � - � � � BOLTED TO STEEL BEAM WITH I/2 " DIA. BOLTS � 48" o,c, S1rAC�, V t 6MIL POLY ON EXTERIOR - LJ ) � � �STEEL COLUMN _ n / I ROOF JACK CONC. SLAB e ° \ STEEL BEAM O a, ° n , \ 4" x 1/4" x 8" STEEL ' V COMPACT FILL � ego � \� ' ROOFING LAPS �� \ TOIL AND 6O ANCHOR PLATE BOLT KEYWAY FOOTING w ° V / ^ �_ CONC. FTC. ° 4 ° p • L FLASHING AT \ <" o �'o G USE WVITH 3x3 SQUARE WASHERS SIDES AND TOP , 2" O O a ANCHOR BOLT CONNECTION I 1/ GROUT 1 � .0 0 � ^ - ^ (UJSP LBPS58 OR BP583) REINFORCING BAR ,,, I I I � 3" STEEL COLUMN FOUNDATION4 5/8"DIA.ANCHOR BOLT -- DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING; MAXIMUM SPACING FLASHING LAPS -- '- - i i l 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72 OC - SILL PLATE TO FOUNDATION TYPICAL SE'�`M DETAIL TYPICAL CONC,. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL BOTTOM SEARING WHERE NEECJED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL I � � SUBFLOOR CONC. SLAB GARAGE I I DOOR FRAME 6X6 10/10 WWM COMPACT FILL � D R OO JOIST uSE 2X9 DRAWN BY. MH I I -4" SLAB BLOCKOUT STEEL BEAM r October 03, 2011 6CO P.T. PLATE W/ X Wl"IM i/2" AIRS ACE ELOPE 4 DRIVEWAY—�► NOTCH JOIST AND ADJUST HEIGHT ' < ° AT END AND �, .a 1 I/2! 'o ' °a ° (WITH A NAILING PLATE IF NEEDED) •C--'A DES OF WOOD D,o o D .D ° ° °•° a /L"00R /4r� _ 1i_011 GRADE -- -«-- TO BE APROX 1 HIGHER THAN �'�%' BEAMS ° Q ° a '° STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: 1 (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. — — — —„r — �, —� p ° o o — 12 'o 4 C c r MIN. . �- ° \ '^ 'a 'a All r o �\ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM SUBFLOOR_ � � , � ° n � � •� •" REINFORCING BAR - NOTCH EQUALS 1/4 DEPTH OFF BEAM ° ' °'u ' , SHEET NO REINFORCING BAR o ° _ D° p OIST OF N�ch DRAIN TILE •I— 1� ° SHEET METAL/30# FELT UNIDER BEAM AT POINT p o ° ° y OF CONTACT WITH CONCRETE: OR CONC. BLOCK — STEEL BEA �� F� O,� D Q IF v" ° 31 I SHIMS TO LEVEL BEAM PLATE(BO r TO TYPICAL CONC. MONOLITHIC FOUNDAITION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR 13LOCKOUT BEAM POCKET o °FFssla�� �� u WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, M G H 4" MAX. Design Services KING STUDS 4" DIA. MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA www.mchdesicinservices.com phone: RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD (631)298-2250 HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS e-mail: RIDGE MODERATE SLIGHT TO michael@mchdesignservices.com 45 LBS. 120J B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE RAFTER JACK STUDS � M RAFTER-TO-LEDGER CONNECTION HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2 DIA. BOLTS @16 OC WITH WASHERS RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION I USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 Ls26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored v i 1-1/2" SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall HANDRAILS; RAFTER be 3 ft.below grade. 4).Deck joists to have blocking at 8'0 o.c.. O RAFTER 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing �•�•.� and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers POST and nuts at 16"o.c. TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. TOP PLATE 6 BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored WALL STUD RIM/DECK JOTS to girders}. 0 WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL o 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. ALL HANDRAILS SHALL BE COMTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1j/4„ NOR MORE THAN 2 IN 4 -6 RAFTER RT10 10-3/4 x 18ga.TYDOWN ANCHOR CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION Qom, SPACING NOTES Q STRUCTURAL PANEL 8d AS PER TABLE 3.8 W WFCM-SBC z 4 MAX. 4 DIA. MAXIMUM GIRDER/HEADER A ROOF FRAMING: w GIRDER/HEADER Q O ° JOINT DESCRIPTION QTY SPACING NOTES [NAIL4 ° v ? JOIST POST/COLUMN ° ° RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL 7 ° ° TOP PLATE 10'WALL:4-8d COMMON RAFTER Z M POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL ^ O TO TOP PLATE 10'WALL:4-8d COMMON JOIST �f O Hill CEILING JOIST TO AS PER TABLE 3.7 EACH FACE O Ei•� O GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE U OVER PARTITION WFCM-SBC LAP NAIL w POST-TO-GIRDER/HEADER CONNECTION �••�.COLLAR TIE AS PER TABLE 3.4 EACH FACE Z LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/ PBSE44/ KC44 POST CAP ANCHOR APPLY TO EACH CO)WMN BLOCKING EACH TOE a DECIG/FORCH RAILING SPLICED SOLID COLUMN PBS66/ PBSE66/ KC66 POST CAP ANCHOR APPLY TO EACH CODLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2.8d COMMON END NAIL Q �"I O U LOCATION JUSP NUMBERI DESCRIPTION I APPLICATION IHOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COKUMN RIM BOARD EACH END 00 JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL Q N O �4 ° " ® STU BEARING PLATE WALL FRAMING: Q GIRDE JOINT DESCRIPTION NAIL NAIL NOTES ° QTY. SPACINGUJ ° 2-16d COMMON FACE NAIL TOP PLATE TO PER V ° 4 TOP PLATE FOOT WOOD JOIST " TOP PLATES AT 4-16d COMMON JOINTS FACE ° ,� INTERSECTIONS EA.SIDE NAIL y O LEDGER Y""�"� S STUDTUD 0 C. NAIL ° GIRDER/HEADER CONCRETE PIE 2- 16d COMMON HEADER TO 16"O.C. FACE WOOD JOIST "�' AR 16d COMMON ALONG EDGES NAIL WOOD JOIST HEADER V.";v, TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL O0 DOUBLE 2x BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER (MINIMUM) FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING CIO LEDGER TO BE CONNECTED TO BLDG. USING 11/2" DIA. BOLTS @ib"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAMIF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQUIRED (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER FOR STD (3) BEAMS PAU66 OR WE66 I POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST T 4-8d COMMON PER TOE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL CNW COUPLER NUT BRIDGING 2-8d COMMON EACH TOE 1/2" DIA. TAG BOLTS W/WASHERS TO JOIST END NAIL CONNECTED TO BLDG. @16"OC MINIMUNM POST BLOCKING 2-8d COMMON EACH TOE DRAWN BY: MH TO JOIST END NAIL WOOD JOIST END DISTAKNCE BLOCKING TO: 3-16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL October 03 BLOCKING - LEDGER STRIP EACH FACE 2011 FLOOR FRAMING o MINIMU 'p A TO BEAM JOIST NAIL 3-16d COMMON 2x JOISTS o o END ANCEE 12"x12"x12" y V v 3-8d COMMON SCALE• 1/4" = 1'-0" °o .; `' '� ,, �' JOIST ON LEDGER PER TOE o • ' CONCRETE FOOTING TO BEAM JOIST NAIL WOOD GIRDER PER EN° a' '�• BLOCKING FOR y `- V V y < 3-16d COMMON BAND JOIST • JOIST HANGER > � TO JOIST JOIST NAIL LAG BOLTS p HOLLOW COLUMN UPLIFT- v v BAND JOIST TO: PER SHEET N O p_ °, SILL OR TOP PLATE 2- 16d COMMON FOOT TOE NA I �OF N�w RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 P 1- SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION �� D,�F o�, LOCATION USP NUMBER DESCRIPTION APPLICATION Q A �cn PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING .rJ - Cr 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING Z r <y? OA 072' � �OF ,� L / F I •• I IL LJ M C H Design Services www.rn designservices.com phone: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: -mail: 98-2250 GENE R- AL NOTES mmail: F I michael@mchdesignservices.com ROOF RAMIN G. g 1). RIDGE-TO-RAFTER ASSEMBLY. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1- A x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION CITY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'W/ALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: -8 COMMON EACH TOTAL SQ, FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST WA LL: TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 100'W/ALL:4 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC G PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE ASi PER TABLE 3.4 EACH FACE DECKS meets current federal,state,county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 10 V� / 1 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2!-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2.-16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30O 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAM I NIG: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 NAIL NAIL construction means, methods,techniques, sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION CITY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 square washes shall be used with the anchor bolts.Anchor bolt p q precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch s EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and Sym,. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16"O.C. FACE FIRE PROTECTION 16d COMMON (SMOKE a CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK J BOTTOM PLATE TO: PER FACE FOUNDATION NOTES: lType 11 exterior ength adjustment factors asi shall meet n table 3.16he requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST„ 2- 16d COMMON FOOT SEE NOTE:11,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAM I ING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed (virgin)soil. (MIN. SOIL STRENGTH AT 2000psi) JOINT DESCRIPTION Q interior shearwalls are used. Sheathing and connections shall be in accordance with NOTES rT, 2.4.4.2 and 2.2.4 respectively. 4-8dCOMMON QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - w 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE be Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE Q be installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. SHEATHING LOCATION `4 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-8d COMMON � 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 1 0 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs g)• CATHEDRAL CEILING ASSEMBLY: � / to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3- 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTES: 1 ( BOTH FIELDS) V NOTE:2 FOR PANEL FIELD f""I anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6)maximum lifts (layers). p p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4"O.C. SEE NOTES: 1,3 Z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL O 8x16 cast iron foundation vent for every 150 sq.ft. of area. rr �� DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE NOTES P4 0 V 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O 0 N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END x the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, one-me w 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL00 ) pp g g g' Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 4 42<G with 0 b framing members w . <0. 9,the nail spacing shall be reduced to 3 inches o.c. Q E .. N below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 O SHEATHING LOCATION 2). Unless otherwise noted, all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 0 CEILING S H EA',TH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger, N/AIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION Q-.Tn, SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3( BOTH FIELDS) Q 4). Unless otherwise noted where needed. GYPSUM all bearing wall headers to be(2)2x10#2+ BTR. Doug. Fir. 5d COOOLERS 7" O.C. EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C . FIELD INTERIOR ZONE 18d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 UJ WALL SHEATHING: t ^ openings. LVL headers to have(3)jack studs and(2)full length studs on each side of openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). pp g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. v and blocking where applicable. Q1TY. SPACING O an All flush beams/headershereapplicable. l be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d CO)MMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB with b i d f t d t h tt thi h um in a nail s c Tabulated 12 inch o 2) I 6"O.C.d CO)MMON O FIELD . . . spacing asses sheathing attached o stud members wt WOD 3"O.C.EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLY O Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 5d CODDLERS WALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c."O.C . IELD on plans. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FLOOR S H EAT'H I N G 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION INAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the I CITY, SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TCO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2)• HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NNOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are beased on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panes)edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and is nailed 3"on-center at the mnel edge to obtain higher ceilings and over furnace to have 5/8"thick t e-x sheetrock.All other arts of building Contractor and owner for final review and approval. p g g 9 yp p 9 shear capacities, nailing requidrements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,orr alternate connectors, p g DRAWN BY: MH g p levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates,shalt be tusedto maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as firebtocking in walls constructed using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is conitinuous over connected October 03, 2011 torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated numbesr of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, d ceilings an cove ceilings. r 13).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot -16d nail peer foot. drop SCALE: 1/4n = 1 -011 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHEET NO flame and products of combustion. �P 0 F NFw 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. l y ] 072 �FE NP