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HomeMy WebLinkAbout31243-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31764 Date: 08/15/06 THIS CERTIFIES that the building ALTERATIONS Location of Property: 500 DALY LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 66 Block 1 Lot 27 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 24, 2005 pursuant to which Building Permit No. 31243-Z dated JUNE 30, 2005 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 TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID & MARILYN DALY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2085949 08/02/06 PLUMBERS CERTIFICATION DATED 05/20/06 AN-DE PLUMBING, INC. A h ri ed Si nature Rev. 1/81 sr6 - aso - I ter 3 Form No. 6 Av� TORN OF SOU`I'HOLD BUILDING DEPARTMENT - TOwN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY JUL 12 t This application must be filled in by typewriter or ink and submitted to the Building L}epartment with the_following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposaKS-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certific 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 us4 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupant is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.0( Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.0 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Properly: _ /p 2$ T G�litl R�U'D _ r1 iCd&ef4_5 House No. Street Hamlet Owner or Owners of Property: Ll/Y//t�i efm*/G/,Lill) A�*& C/ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. h 3o D SApplicant: OA-L y Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Zf p Al licant Signature co 2� 31)& � rJ�c rAP�Ic nrJ�iJ�r_I arsrlrJ�rJ�rJrPr�ac rrJ�rrc ncnrJrJ�rJc nrrcnc rcPrlc r�riJ aiJ�cJ�iJrJ�rJ��l�r�rrJiJ�c rc rrJ�r�rJ�rJ�c r�rcnrJc rrJ��l arJ�rJ�cnrJ�c rrJ'r3Pr (B BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 r5 SCERTIFIES THAT C7 Upon the application of upon premises owned by 5 C5 5 G & S ELECTRICAL CONTR. TOM DALY 5 P.O. BOX 215 500 DALY LANE 5 c7 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 5 5 C� Located at 500 DALY LANE SOUTHOLD, NY 11971 �5 Application Number: 2085949 Certificate Number: 2085949 5 c c5 Section: Block: Lot: Building Permit: 31 E-43 BDC: ns11 rS Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: First Floor, 1st floor reno,Outside, �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of August,2006. 5 5 Name CITY Rate Ratin Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. f�+j 5 Dish Washer 1 0 1.2 KW 5 L5� Wiring and Devices 5 5 Outlet 21 0 Fixture 5 5 Fixture 21 0 Incandescent 5 Outlet 66 0 General Purpose 5 5 Receptacle 45 0 General Purpose 5 Switch 44 0 General Purpose 5 5 Dimmers 1 0 5 5 Paddle Fan 3 0 5 SReceptacle 5 0 GFCI 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes seal 5 SService Disconnect: 1 200 cb c5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. prli:J'PrltJ-ril- r rrJLr& lr rL3 PLrL3r P c pr r@P rJLr�rJPr rJ� O rrur�crrst nr�s�nrs�nrs�r��nr��n�rr�n�nrs�nr1l-�r1r001�rnr����n�n�nrs�n�n�rrn�MMMnrs�nrrrrrMrr�.nr��rs�n� o 5 EM S BY THIS CERTIFICATE OF COMPLIANCE THE tj 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERT5 5 IFIES THAT 5 Upon the application of upon premises owned by 5 5 5 G &S ELECTRICAL CONTR. TOM DALYP.O. BOX 215 C5 [5U SOUTHOLD, NY 11971, 500 DALY LANE eCS SOUTHOLD, NY 11971 c5 Located at 500 DALY LANE SOUTHOLD, NY 11971 S Application Number: 2085949 5 5 Certificate Number: 2085949 5 C Section: Block: Lot: Building Permit: BDC: nsl1 5 L557 Described as a Residential 1200-1799 square ft, occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 rj First Floor, 1st floor reno,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 51 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of August,2006. 5 5 WI Name QTY Rate Rating Circuit e 5 jMeters: I 5 5 5 5 5 5 5 5 I 5 5 13 5 seal S z of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 � 5 ��o�gUfFO(A'�oGy� own Hatt .53095 Main Huav1 N P O. Boy, 1tl9 v� folopliu . 16) N!, itiN -o.!Yto6, 'vewY � ,57iI �. F OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: i_042Pc-.1mit No . 312- 3 (please print) (please print) rt _ty that the solder used in the water v systea contair.8 less than 2/10 of 1% lead. (P)eiDgbers Sig atur-',e_ .— i;eore me this 3 i of �( 1I I9_ �p County GARY S. LOESER NOTARY PUBLIC,State d New York No. Ot LOSO88244 Ouafified in Suffolk County ommission Fpm'^+- �,�•,.�,�•. +s '20U`j FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31243 Z Date JUNE 30, 2005 Permission is hereby granted to: K D ORS HOEY 49 8TH STREET NEW ROCHELLE,NY 10801 for ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 500 DALY LA SOUTHOLD County Tax Map No. 473889 Section 066 Block 0001 Lot No. 027 pursuant to application dated JUNE 24 , 2005 and approved by the Building Inspector to expire on DECEMBER 30, 2006 . Fee $ 150 . 00 Author ' z Si re ORIGINAL Rev. 5/8/02 w*r3f Sour//o f©'w TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION ] FRAMING I STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: DATE �`y �� INSPECTOR rf Soil% f©� • .o '`ibUAfl;� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION �y [ ] FOUNDATION IST [,--<ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: p h-vv-rL r r L.. r v C DATES ' INSPECTOR- *�oF souTyo#t 3 P-' - 3 Z �covxr,,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /�� �' INSPECTOR �• �!� IELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) x ------------------------------------- C FOUNDATION(2ND) z ROUGH FRAMING& - y PLUMBING ` 3- r INSULATION PER N.Y. y STATE ENERGY CODE cc FINAL ADDITIONAL COMMENTS d� z m - X V X • ro w �0 a � � z x �x d ro _ y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECYJ-ISI BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board jgHealth n,.r SOUTHOLD,NY 11971 3 sets of Bm7ding Plans y� G TEL: 765-1802 Survey PERMIT NO. JP lc� Y 3 Check Septic DX. N.Y.S.DB.0t�ffl . p Trustees Examined 20 J - Contact;. . Approved 4) '20 Mail to:'ohert BaGGnl inn Disapproved a/c 28-5.$ 214tH Place iri 6 6_:/ Phone:'Bayside,NY. 11360 / 212=542-7767 Buildinglnspector - I�� J^ 1XLL��b I A P„PLI,IuAndw OR BUILDING PERMTF �ti rS t1 II L 4 QAb i Date 20= A � tLD.; �` INS UCTIONS w,1 or : NOLD lic tionMUST be completely filled m by typewriter or in ink and submitted to the Building Inspector with 3 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 pCTMi 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 a Certificate of Oeoupanc is issued by the Building Inspector. 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. AWniutry of applicant of name,if a corporation) ,20-55 214th . Place $ayside NY 11360 (Mailing address of applicant) State whether applicant is owner, lessee;agent, architect, engineer, general contractor, electrician,plumber oi.builder Architect Name of owner of premises David and Marilyn Daly (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 00 Daly Tane SQW:hAl El House Number Street Hamlet County Tax Map No. 1000 Section 066 Block t Lot �7 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1fami 1 v 8WOl l i ng b. Intended use and occupancy I Family dwelling 3. Nature of work.(check which applicable):New Building ' Addition Alteration Repair Removal Demolition Other Worku;+ n,geiildpnrch, minor interior world- (DesctrpttoiP._ 4. Estimated Cost 525.000, Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 existing 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front. % In Rear 70 Depth 28 Height 25 Number of Stories 2 Dimensions of same structure with alterations or additions: Front' n/a Rear n/a Depth GAP Height same Number of Stories same 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 140 Rear 120 Depth 157 & 190 10. Date of Purchase 7-25-86 Name of Former Owner Thomas and Joyce Daly R-40 11. Zone or use district in which premises are situated no 12. Does proposed construction violate any zoning law, ordinance or regulation: no 13. Will lot be re graded no Will excess fill be.removed.from premises: YES NO 49 8th St 14_Names of Owner ofpremises David Wvblarilyn 1 essNew Rochelle, NY 111}301 914-738-0975 none No. Name of Architect AddressPhone No Name of Contractor Address Phone No: 15. Is this property within 100 feet of a tidal wetland? *YES NO no . • IF YES, SOUTHOLD TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY OF- 411 obert B) assolino, RA being Sdul sworn, deposes and says that(s)he is the applicant( ame �mdiv;dual signing contract)abq fid, (XI-Ie is the Architect (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 202j' Notary"Public Signature of Applicant it - of low co �U EccDte°: - _a �K -0 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: G /30/0ds- 5- APPLICANT: APPLICANT: At DATE SUBMITTED: ,16-' /�/ok SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOTAP SUBDIVISION: ADDRESS: � CITY:C3D// ,V-OG> ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , .INFO /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:a?! ° Q. LOT COV. �7ACT. LOT COV. REQ. FRONT led PROP. FRONT REQ SIDE CT. SIDE / REQ. REARPROP. REAR REQ. H 11G AT PROP. HEIGHT PROJECT DESCRIPTION: &6 74r— ESTIMATED PROJECT COS ` CHIT /ENGINEER: w WATER FRONT? DESCRIPTION: FLOOD ZONI�X— APPROVALS REQUIRED SUFFOLK COUNTY HEALT YES N ED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o N NEW YORK STATE DEC: PRE- C 9/1/75 YES °� DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES % DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE : YES or NO NOTES: FEE STRUCTURE:FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- (SF)= SFX$ _$ +$ . +$ _ $ 2. ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ _ ti FINAL TOTAL $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE4P.: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND'D.00R SCHEDULE: MISSLE110ST REQUIREMENTS: Y/N l EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 17 TOWN OF SOUTHOLD PROPERTY RECORD CARD s / OWNER STREET S VILLAGE DIST. SUB. LOT FORMER OWNER N E LACR., S W TYPE OF BUILDING lh 6 T IqL ZES. O SEAS. VIL FARM COMM. CB. MISC. Mkt. Value LAN(/{D/A IMP. TO��T__AL DATE / REMARKS r/ I':7oo S od sov iv 32 Zis/G8 90 7 . - L6,734lca 4z1 / 7 o e) F/o o /oS60 3 a 1 3G /L 7 3013 o w t T -L galo - b:�r - Corr on AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre tillable 1 rillable 2 Fillable 3 Voodland iwompland FRONTAGE ON WATER irushland FRONTAGE ON ROAD / 1-,o /-R° °,'r' louse Plot DEPTH 7.2 BULKHEAD 'otal DOCK A ■■■■llf� M■n■■■■■■■■■■■■■■■■ — ■■■■fui� ��r■■■■■■■■■■■■■■■■ No M01 ■es■■I■�■■■■■■■■■■■■■ — — ■■■■■11■ ■ iiiiii■■■■■■■■ - ■■■■■I1■ ■■■■■NEEM■■I■■■■■■■■■ . _ ■■■■■ IIG� ■■■■1111E■■■I�lI■■■■■■■■■ ■■■■l`71i■ ■■l��II■■■►i►'irl■IEi1■■■■■■■ ■■■■N11■■!■■■■■■■■■■I■■■■■■■■ ■■■■■11■■■■■■■■■■E■■Il■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Basement t. 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YDS }t py' do n� .slot f DALY 2E5 ( DE KA CIE: ROBE 2.T JfnAai3C) L 1140 5-25 5 5Gc rJ /aL l LhH � aF2 GH I TE G.-[" 5aU7-Hof--rte, NY 26 -55 Z14Tht 5'l..N'✓E TABLE 3.1 NAILING SCHEDULE TABLE 32A SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT TABLE 33A RAFTER / CEILING JOIST TO TOP PLATE LATERAL U)OOD FRAME ODNSTRIJ-71O N MANUAL -55C CONNECTIONS RESISTING LATERAL E SHEAR LOADS AND SHEAR CONNECTION REQUIREMENTS NUMBER AID TYPE OF WOOD FRAME CONSTCTIOH MANUAL -SBC WOOD FRAME CONSTRUCTION MANUAL -BBC JOIST DE9CRIPTIOJ FASTENER 1/2' OF F45TENER6 NOTES R IR' DIA ANCHOR BOLTS 5/B•DIA ANCHOR BOLTS ROOF:FRAMING FASTEST MILE WIND SPEED (MPH) FASTEST MILE WIND SPEED(MPH) FASTEST MILE WIND SPEED(MPH) RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 33A) PER RAFTER 90 G0 90 100 100«oewvrsi fIb F3.dFE 6M11 (EE RII(tAE W Nlll(DOIFA(NICE W Mt1 l0O BG(4£W MYI CEILING JOIST TO TOP PLATE (TOE-NAILED) (BEE TABLE 33A) PER JOIST RAFTER/CEILINGUMBER OF 8D COMMON NAILS(TOE NAILED) BRALNG WALL WALL HEIGHT(FTU REQUIRED IN EACH RAFTER AND/OR GEILNG ANCHOR BOLT FOUNDATION FERMETER EDGE NAIL IMAM ANCHOR BOLI SPACING ItA)(I'IIM ANCHOR BOLT SPACING JOIST SPACING(IW J015T TO TOP PLATE CONNECTION CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.1) EACH LAP CO�IEGi1ON ��`� ' SPACING(NGHES) (INCHES,OW (INCHES,OL) 12'OL. 8-10 3 3 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (BEE TABLE 3.1) EACH LAP SILL PLATE TO I STORY 46 12 FOUNDATION 16•OL. 8 3 3 COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 34) PER TIE (CRAWL 51-ACE OR 2 STORIES ALL 23 36 BLOCKING TO RAFTER(TOE-NAILED) (V-SIDEACH END BASEMENT) 3 STORIES 15 23 16'or, 10 3 3 RIM BOARD TO RAFTER(ED-NAILED) (2)-16D EACH END WALL BOTTOM PLATE 3 19 28 NOTES: L 10D BOX NAILS SHALL BE PERMITTED TO BE SU55TITUTED FOR 80 COMMON TO FOINDATICN I-3 STORIES NAILS. WIALL PRAMMG (SLAB ON GRADE) 6 36 51 2. WHEN CEILING J015TS ARE INSTALLED PARALLEL TO RAFTERS,THE BUM OF THE TOENAILS M THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TOP PLATE TO TOP PLATE (FACE-NAILED) (2)-160 PER FOOT SEE NOTE (I) NOTES I. ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AID/OR FLOOR TABULATED NUMBER OF NAILS REQUIRED. DIAPHRAGII5(219 PLP). TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4l46D JOINTS m EACH SIDE 3. TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED N 2. ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL EACH SIDE OF A RAPIER OR CEILING JOIST WHEN FASTENED TO A 2X4 TOP STUD TO SND(FACE44AILED) (11-16D 24'O.C. SPACING OF 3"CO.(131 PLF)BUILT M ACCORDANCE LOTH SECTION 3,64 OF THE WOOD FRAME CONSTRUCTION PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. MANUAL (1995 SBC HIGH WIND EDITION) HEADER TO 1EADER(FACE-NAILED) 160 16' O.C.ALONG EDGES 3. ANCHOR BOLT SPACING$EASED ON MAMMU i SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL TOP OR BOTTOM PLATE TO STUD (END-NAILED) W-160 PER 2X4 STUD SPACING OF 6'OL.(421 PLF)BUILT IN ACCORDANCE WITH SECTION 344 OF THE WOOD FRAME CONSTRICTION TABLE 3.1 RAFTER / CEILING JOIST HEEL JOINT CONNECTION MANUAL(1995 SBC HIGH WIRD EDITIONI (3)•160 PER 2X16 STUD REQUIREMENTS FOR 20 PSF ROOF LIVE LOAD WOOD FRAME CONSTRUCTION ANNUAL -SBC (4)46D PER 7X8 SND TABLE 3A RIDGE TENSION STRAP CONNECTION REQUIREMENTS BOTTOM PLATE TO FLOOR JOIST,BADJOIST,ENDJOIST OR BLOCKING(FACE-NAILED) (2}16D PER FOOT BEE NOTE(U N(2) WOOD FRAME CONSTRICTION MANUAL -SBC ROOF SPAN (FTU ROOF SPAN(FTJ FLOOR FRAMING FASTEST MILE WIND SPEED(MPH) FASTEST MILE WIND SPEED(MPH) 12 20 1 28 36 12 20 1 28 36 JOIST TO SILL,TOP PLATE OR GIRDER (4)-80 PER JOIST g0 100 90 100 RAFTER SLOPE RAFTER SPACING R�EQUITEp NUMBER OF I D COMMON ROARED CAPACITY OF HEEL JOINT (TOE NAILED) rro rs.raoearttm Nom F£1 LCE faxiN froom.fx ,Pc fom FFAfLL4( m) (M) NAILS PER HEEL JOINT 5FLICE CONNECTION(LBS) BRIDGMG TO JOIST(TOE-NAILED) O2 LSD EACH END ROOF PITCH ROOF SPAT(FTJ NUMBER OF eD COMMON NAILS IN REQUIRED CAPACITY OF RIDGE 3;12 12 4 6 B 11 320 516 $23 1061 BLOCKING TO JOIST(TOE-NAILED) (2)-00 EACH END EACH END OF I-1/4'20 GA STRAP. cOAECTION(PCF) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)-16 3:12 @ Z 3 331 312 D EACH BLOCK 16 5 B II 14 426 166 10% 1419 LEDGER STRIP TO BEAM(FACE-NAILED) (3)-16D EACH JOIST 16 3 4 316 416 24 1 11 16 21 640 1152 1646 2134 JOIST ON LEDGER TO BEAM fTOE-NAILED) (3)-BD PER JOIST 20 4 5 395 519 4.12 12 3 5 6 B 240 432 617 800 BAD JOIST TO JOIST(END-NAILED) (3)-VO PER JOIST 24 4 5 415 623 16 4 6 5 11 319 515 621 1064 BAND J015T TO SILL OR TOG FLA.TE (2)-160 PER FOOT BEE NOTE (Vyg 5 6 554 TRT 24 5 9 17 16 480 864 1234 1600 RODE 15HEATNIIG 32 5 1 633 831 5:12 12 3 4 5 1 192 346 494 640 STRUCTURAL PANELS SO (SEE TABLE 38) 36 6 B 112 935 I6 3 5 T 9 255 460 651 851 DIAGONAL BOARD SHEATHING. I'Xb"OR I'XB' (21•BD PER 811 4:12 12 2 2 189 241 14 4 1 10 B 384 692 988 1280 DIAGONAL BOARD SHEATHING: 1')W'OR WIDER (3)-00 PER SJPPORT 1:11 I2 3 3 4 5 13l 74l 353 451 16 2 3 252 330 OEILUNG SHEATHIM 20 3 4 _ 315 411 16 3 4 5 6 182 328 410 608 GYPSUM WALLBOARD 50 COOLERS T' EDGE /10'FIELD24 3 4 318 494 24 3 5 1 9 214 494 106 944 U14LL BFEATHIN6 28 4 5 441 511 9`12 12 3 3 3 4 i01 192 214 356 STRUCTURAL PANELS 5D (SEE TABLE 3.9) 3Z 4 6 504 659 16 3 3 4 5 441 155 36d 413 FIBERBOARD PANELS: 1A6' THICK bD 3' EDGE 16'FIELD' 24 3 4 6 l 214 384 548 112 36 5 6 566 142 FIBERBOARD PAWLS: 25/32' THIOL SO 3'EDGE /W FIELD' 5:12 Q Z 1 1416 190 12:12 12 3 3 3 3 80 144 Z06 26l GYP"WALLCO BOARD 5D OLERS T EDGE/R'FIELD 16 2 2 193 253 16 3 3 3 4 bb 191 21d 355 HARDBOARD SO (BEE TABLE 3.9) 20 2 3 241 3171 24 3 3 4 6 160 288 41Z 534 PARTICLEBOARD PAWLS BD (BEE TABLE 3.9) 74 3 3 289 380 NOTES: L NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 255 IF NAILS ARE CLINCHED. 1. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARN6 WALL, DIAGONAL BOARD SHEATHING 1'X6'OR IW' (7!•80 PER SUPPORT 28 3 4 339 443 HEADER OR RIDGE BEAM. DIAGONAL BOARD SHEATHING: I'XI0'OR WIDER (3)-SD PER SUPPORT 32 4 4 386 501 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 16 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A BHEATHINCa LOADBEARRG WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE HER ITTED TO BE FLOOR 36 4 5 434 510 REDUCED PROPORTIONALLY TO THE REDUCTION M SPAN STRUCTURAL PANELS: I. OR LE58 BD 6" EDGE /12 FIELD 6,12 12 2 2 BI 111 4. EQUIVALENT NAILING PATTERNS ARE REGUIRFD FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. STRUCTURAL PANELS: GREATER THAN I" 10D 6" EDGE /6"FIELD 16 2 2 115 228 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS A58N-W CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, DIAGONAL BOARD SHEATHING: IW'OR I-W (21-OD PER SUPPORT 20 2 3 216 285 THE TABULATED HEEL JOINT CONECTICH REQUIREMENTS SHALL B E INCREASED BY THE FOLLOWING FACTORS: DIAGONAL BOARD SHEATHING: I'M'OR WIDER (31.80 PER SUPPORT 24 3 3 262 341 CEILING HEIGHT/ROOF HEEL MT cOSN RIDGE HEIGHT AD1U87STMENT FACTORS 28 3 4 306 393 NOTES. 1. THE NEL EDGE BARETA BASED ON WALL SHEATHING NAILED b'REQUIREMENTS, S, THE PANEL EDGE. IF WALL SMALL BE IS NAILED 3"ON-CENTER AT THE PANEL EDGE O .RICH NIGHER SHEAR ES,SMALL CAPACITIES,NAILING O MAINTAIN THE FOR LO D PAT URAL MEMBERS SMALL BE DOUBLED OR 31 3 4 350 451 5/16 600 ALTERNATE CONWOTO2M,SIGH A4 SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH Z. WHEN WALL SHEATHING 19 CONTINUOUS OVER CORECTED MEMBERS,,THE TABULATED AMBER CP NAILS SHALL BE PERMITTED TO BE REDUCED i0 36 4 5 393 514 4/5 5.00 1-16D NAIL PER FOOT. 3/4 4M 1:12 • 12:12 R I 2 123 160 ASPHALT SHINGLE NAILING SCHEDULE 16 2 2 164 213 2/3 3,00 RE5IDE1,1TIAL CODE OF NEW YORK STATE IR Wo 2 3 105 266 BASIC WIND SPEED NUMBER AND TYPE OF FASTENER 1/3 150 24 Z 3 246 320 LOVER THAN IW MPH WIND SPEED 4.12 WITH 3/6' DIAMETER HEAD,MRL 3/4" SHAFT T(PER SHINGI-E1 18 3 3 181 3l3 IH 133 IG MPH OR GREATER AND THE EAVE 32 3 4 328 426 1/5 125 15 20 FEET OR HIGHER ABOVE 6-12 GA WITH 3/8'DIAMETER HEAD,MRL 3/4' GRADE -OR. SHAFT(PER SHINGLE) 36 3 4 %S 1 419 U6 170 DFG SPED•QAC 120 MPH WIND SPEED OR GREATER ♦t f2/3 'M G..*� NOTES, L TABULATED X 1 GONJECTIOJ REQUIREMENTS ARE BASED ON TOTAL UPLIFT'AMUS 2/3 OF THE BOOP ASSEMBLY DEAD - I/10 UI 41, g!p LOAD X 10 PSFJ NOTES, I WHERE THE RCGP SHEATHING I8 LESS THAN 3/4-NENE CH THICK 114E FASTENERS SHALL PENETRATE THROUGH THE 2 0 1► SWATHING. "54AU COMPLY WITH ASTM F 1661 2. WEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 140 THE FRAMING 16 ATTACHED IN ACCORDANCE WITH TABLE 3J,THE RIDGE STRAP AND ADDITIONAL NAILING 15 HOT REQUIRED. ROOF COVERING NOTES 3. W2-EN A COLLAR TW IS USED M LIEU OF A RIDGE STRAP,THE MEMBER OF 100 COMMON RAILS REQUIRED IN EACH T 2_(1) �p4 M1o, e END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF BD NAILS IN A STEEL STRAP. ��' IH F �NDER.AYMWIrra=PL1CAnaN(R9msa.v GL_ ! IvtA.T{G AW-40 GEt�� � f2P4••LGG ��' IC-�N C�•IT�,R.I /S. ESTUE� FOR ROOF SAFES FROM TWO WITS VERTICAL M 12 WITS HORIZONTAL(IT-PERCENT SLOPE),UP TO FOUR WITS VERTICAL M 12 UNITS HOPoIONTAL 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A IV RIDGE STRAP SPACING,FOR DIFFIE ENT RIDGE (33-PERCENT SLOPE),UJDER.AYMENT SHALL BE TWO LAYERS APPLIED M THE FOLLOWING MANNER APPLY A 19-MGH STRIP OF STRAP SPACINGS,MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW.IF THE NUMBER 6 - SU 8,1�Cf Yo t7�I'�KaE F=P-of�M -' UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES,FASTENED V"ICIENTLY TO HOLD M PLACE STARTING AT THE EAVE, NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS S,SPECIAL CONNECTION HARDWARE 15 REQUIRED. IG / 7 LN I NlT3� MICE ',SN I�L.O RJTST- APPLY 36-INCH-WIDE SHEETS OF WERLAYMENT,OVERAPF'NO SUCCESSIVE SHEETS 19 RN44E5,AND FASTENED SUFFICIENTLY TO HOLD IN PLACE gip♦✓ 0 PEFi IC-PH WEA-CNrd,2.[ L=114 TIERM-TE DECAYDE`u1/4N [JIyD6{ZL,�`(M 11- FT7pµ {a poLj 5. TABULATED LENGTH FEUIREMENTS ASSURE A MEAN ROOF HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF B 5�w (rA�u) GA7r!GGT2( pER+7).( 7FMP. Ra=4LG IPSO eoAeSTU N� HAZl�R27 FOR ROOF SLOPES OF FOUR WITS VERTICAL M D W178 HORIZONTAL(33-PERCENT SLOPE)OR GREATER WDER,AYMENT SHALL BE ONE LAYER FEET OR LESS,THE TABULATED VALUES SHALL BE FEF41ITTFD TO BE MULTIPLIED BY 080. Lp APPLIED M THE FOLLOWING MANNER, UNDERLAYMIENT BNALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE MbD_Ta J-.I GH7- C�"55 AND LAPPED Z-INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE END LAPS SHALL BE OFFSET BY 6-FEET. 9->j ( Zo C 5�EP-L �jI'd II- NEAY'( -ro Mdp 13 YES "Rkt!y-I I(KI• T•{p DGE STRAP SPAC 12 16 192 24 46 12 ICE PROTECTION(RBM2.IJ MULTIPLIER 1 1.00 133 160 2,00 400 6m IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE M JANUARY IS 25T(-4'G OR LESS OR WHEN TABLE R30120)CRITERIA 50 DESIGNATES.ANMCE BARRIER THAT 0045I5TS OF A LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED M LIEU OF NORMA.UNDERLAYMENT AND EMEND FROM THE EAVE'S EDGE TO A PORI' AT LEAST 24-INCHES H51DE THE EXTERIOR WALL LIFE OF THE BUILDING. 'r,6,ISLE iz301 -Z .1,3 Ec�UIV-p.L6NT �{.!(�vlrJ SPEErPS - i VALLEYSALLEY 62) - D A LY ZESI DENC E PO gERT PASSCLI Q0 ��ELES ALLEY LININGS SMALL BE METALLED M ACCORDANCE WITH MAAFACTVRER'B INSTALLATION MBTRICTIOTNB BEFORE APPLYING 3 SEC- GUST f c; Qd I Od 105 IID i W IZ 5 1' cO 14� l45 15o IG o I7d - VALLEY LNING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 214 TYPE-11 OR TYPE-111 AND AT LEAST 36-INCHES WIDE- SPECIALTY IDESPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1910 MAY BE USED M LIEU OF THE LINING MATERIAL FWFG5TµILE •70 -15 8o 55 T(o 100 IDS 1,1 D 1 Z0 I Z5 130 140 158 500 1:�4-.L-� I-_A{' -4 E - /!'`12-C'H I -r EE C 7 28-55 214-14 T-L.4,CM p„yYsfO� / JY 113 rod ACHE TABLE 38 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS WOOD FRAME CONSTRICTION MANUAL -ABC IW5 HIGH WIND EDITION NAILFG PATER) AA rd:tlI1FED FASTEST MILE WIND SPEED(MPH) E•NAIL SPACING AT PANEL EDGES TAIL RAFTER IED 120 (IN) DOUBLE TRIMMER RAFTER STRUCTURAL SHEATHMG F• NAIL SPACING AT INTERMEDIATE DOWER ROOF RI VALLEY NAILER CEILM's JOIAi i SUPPORTS M THE PANEL FIELD DOUBLE E F E F (NJ HEADER TOP PLAM TO AM CTOR SHEATHING RAFTER/TM58 MAXMLIM NAIL SPACMOa FOR 5D DORMER ROOF RAKE IP�1 HO •rix LOCATION SPACING (INCHES COMMON NAILS(HONES,OLJ JOIST rrP..ErERr snn IEAr EACH r+4FrER oR TRme-aalPeaH [411PERIMETER EDGE 12 6 12 6 6 SEE NOTE (2/ FASCIA_ ITDDEL•IttAlx ZONE / Ib 6 6 6 6 SEE NOTE(3) DOUBLE 01TI ML TO FLAMT TOP'PLATE Hn1 WALL TOP PLATE HEADER AND mmElmPlE OF I9] 6 6 6 6 SEE NOTE l3) TUIO 2X4'5 ONP 1rNI1 twR OIEEP LAP SPLICE TOP AL1EANI BLa sl eHCULD SOLID WOOD PLATE TO MOIST M OLOPED AT TOP TO 24 6 6 4 4 SEE NOTE(3/ 4 (4) OR STEEL WALL STUD xIEEr 6)EAiHPYsx BRACING SHORT HEADER y INTERIOR ZONE t2 b 12 6 12 STRUCTURAL PLYWOOD TIP- SUBFLOORMG DETAIL TOP PLAT 2 Ib 6 12 6 12 SEE NOTE (2) 2X4 RAFTER/TRUSS JOIST -FLOOR OR A-5 NOT TO SCALE SOLE TO TOP PLATE CEILING 192 6 12 6 6 SEE NOTE (2) PLATE DOUBLE TLP PLATE TO STUD IRESTOP 24 6 6 6 6 HEADER GABLE ENDWALL RAKE AND RAKE TRISg 4 4 4 4 SEE NOTE(4) DOUBLE / JOIST TOP PLATE TWO 2X4"5 BOARDSHEATHING LEDGER CARRIAGE TUD E F E F IF'PLE Milm JOIST RAFTER/TRUSS MNMUDOUBLE IPPLi 421BER OF 8D CalMON OHEADER E T Pu SPACING(INCHES NAILS PER SUPPORT HEADER STRUCTURAL PLYLLl70D CCMPF£S TO MIST rENOICN Afro SHEATHING SIZE FLOOR TO FLOOR SUBFLOORMG I IXB OR IX8 12-192 2 2 2 2 (2)2X4 P.T. CONNECTION LOOR JOIST SILL PLATE FIRESTOP WO OR LARGER 12-IW 3 3 3 3 ILL _ NOTES. t FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ice',RJCLUDING 4 FEET ON EACH SIDE OF HEADER STEEL BEAM TMI LTARIOO TO MIBLE THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT(�W IR£T1ENT8 SHALL BE USED. IRAN TCP PLaTEA ro Anm STEEL OR SOLID IEra.Ore-AFPOON ANCHOR BOLT WOOD BRACING naDPi•wt 2 TABULATED 12 MCH O.C.NAIL SPACING ASSU"RS SHEATHMG ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 6'-0"MAX.O.C.OR LE THAN OAS,THE NAIL SPACMG6 SHALL BE REDUCED TO 6 INCHES O 741N OR ECUAL i0 G AND G OEM MR TWO PER SILL TO ;,.ir,_T• SOLE PLA �^ t DC 3. TABULATED b NCH OLSU .NAIL SPACING ASMES SHEATHING ATTACHED TO RM�ERiTR155 FRAMING MEMBERS WITH 1-TAIL TOP PLATE G GREATER THAN OR EOUAL TO 0.48 FOR FRAMING MEMBERS WITH OA2 LESS THAN OR EQUAL TO G AND G OEM STUD TO SOLE PLATE A-5 NOT TO SCALE LESS THAN 0.49,THE NAIL SPACNGaS SHALL BE REDUCED TO 4 INCHES OL. FOUNDATION WALL TO BAND JOIST CONCRETE OR MASONRY 1 4. TABULATED 4 MCH OL.NAIL SPACING ASSJMES SHEATHING ATTACHED TO RAKER/TRUSS FRAMING MEMBERS WITH G GREATER KHAN OR ECUUAL TO 0.48 FOR FRAMING MEMBERS WITH 0.42 LEGS THAN OR E0JAL TO G AND G OEM 1/2-7M°i ANCHOR CONCRETE - LEBA THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES OL. FILLED MASONRY, 6'-0'MAX D.C.OR MM.TWO PER SILL STRUCTURAL PLYWOOD SHEATHING NAarrt'u R°II�D TO REAIF 611EAR OR MERIAL FORCER TABLE 3.9 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS WOOD FRAME CLN5TR)CTION MANUAL -98C 1995 HIGH WIND EDITION T`i'P CAL FRAMING WITH WIND 8 'SEISMIC GONNECTORS M JO Oi A•5 NOT TO SCALE FASTEST MILE ONO SPEED (MPH) E•NAIL SPACING AT PANEL EDGES mIPOON MODEL•CAb 110 120 (IN.) LOCATION OF ANCHOR 16FRAMING • FASTENERS ALLOWABLE UPLIFT NOTES HING STRUCTURAL SHEATF• NAIL SPACING AT INTERMEDIATE Ib.'Or SPACING LOAD SUPPORTS M THE PANEL FIELD E F E F (MJ RAFTER TO RIDGE (I)LSW210 (10)IOD TO RIDGE FACE 130 LBS SEE DETAIL 2/A-5 O)xX¢VOD TOP RATE (COMkNIIONAL LOREIL 4 (1)IODXI43 TO RAPIER NAIL.bIATA(OR 0 AvOIIYa) SND SPACING MCOMM O NAIL SPACING FOR BD TO TCP RATER TO AVOID SHEATHING f INCHES OLJ COMMON MAIL (INCHES,OLJ RAFTER TO RIDGE (U L5511410 4 (1 16D TO RIDGE FACE 1610 LOS SEE DETAIL 1/A-5 LATFAL DIORALEIRE LOCATION � (���LIl1eER1 1 (l)10Dk114 TO RAFTER ' 4' EDGE ZGNE 12 6 12 6 12 RAFTER TO RAFTER (U 0520 (9) 10DXIPx TO EACH 1005 Las SEE DETAIL 2/A-6 16 6 12 6 D SEE NOTE (2) rcOHrE1+rIOruL Lum3EW RAFTER a TYP. DETAIL BAND JOIST 24 6 U 6 6 SEE NOTE (2) RAFTER TO RAFTER (U LSTA21 (8)10DXII11x TO EACH 1205 LBS SEE DETAIL 2/A-5 A-5 NOT TO SCALE (10451rEdhD wler=ru RAFTER INTERIOR ZONE 12 6 12 6 12 RAPIER/ (U MT812 (1)IOD TO RAFTER 4 1090 LBS SEE DETAIL 3/A-5 I6 6 12 6 12 TO TOP PLATELATE (1)10D TO TOP PLATE 24 6 12 6 12 SEE NOTE(I/ DOUBLE TOP PLATE TO (U BP2 (b)100 TO PLATES I 890 LBS SEE DETAIL 3/A-6 STUD(UPPER STORY) (6)100 TO STUDS BOARD SHEATHING OR LAP SIDING R.AFIER/TR155 TO (4)BD TO RAFTERS, CONrnACTOR OPTION: USE THE(INTI PER RAPIERTO WW AA fd(AlIR9J E F E F DOUBLE TOP PLATE TO (UHT (2)8D TO PLATES 4 930 LBS 4 STUD M PLACE OF USING THE (IkTT512 4 0AP2 to r#SIAT SHEAR OGLE RATE TO ATP) OR AxIERIN-FORCER SND (UPPER STORY) (8)8D TO STUDS PER SND. SEE DETAIL 4/A-5 rEra.ccT+lEaaz SHEATHINGSIZE STUD SPACING MIN"NUMBER OF SO COMMON FLOOR TO FLOOR (INCHES D -soFyoN MODEL•API LJ NAILS PER SUPPORT (I/0518 (18)100 (TOTAL) 1210 LB5 SEE DETAIL 5/A-E, 1rP •EVERr Anc 4oIR (STUD TO STUD) •� IX6 OR NO 12-24 2 1 7 1ROCR.Id6TA TE ICTAL CONECTOR 6Mp TO SOLE PLATE (b) IOD TO STUD 4 USE WHERE SOLE PLATE I6 DIRECTLY CONNECTED RAMaHo AOroT To EOLE (LOWER STORY) (U SPI (ql 10D TO PLATE 555 LBS TO TOP OF FOUNDATION WALL OR SLAB. -OMPACN MODEL•LTP4 IXIO OR LAR' 12-24 3 3 3 3 BEE DETAIL 6/A-5 TIP.6.Oa NOTES 1. FOR WALL SHEATHING WOTHM 4 FEET OF THE CORNERS.THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL STUD TO SOLE PLATE BOLE RATE BE USED. TO BAND JOIST(LOWER (I)Hb (16)AD (TOTAL) 915 L55 - STORY) FaFaAncN wuL 2. TABULATED 12 MCH OL.NAIL SPACW.A55LMS SHEATHING ATTACHED TO SMD FRAMING MEMBERS WITH G-GREATER TNN OR EQUAL TO 0.48 FOR FR4MIIN_'T MEMBERS WITH 042 LESS T144N OR EQUAL t0 G AND G BEM BAND JOIST TO SOLE (I)LTP4 (12)BD k IVx (TOTAL) 685 LBS PROVIDE • I6"OL. LESS THAN OAS,THE NAIL 6PACMG5 SHALL BE REDUCED TO 6 INCHES OL. PLATE (LOWER STORY) SEE DETAIL 6/A-5 y c C 3. FOR EXTERIOR PANEL SIDMG,GALVANIZED BOX NAILS SHALL BE FMON ER TO BE SUBSTITUTED FOR COMHEADER TO STUD NAILS (EACH END) (U 6.516 b)( Imp (TOTAL) 1055 LBS T I P. DETAIL SOLE PLATE 5 TAd'>LE 2 30 1 . 2.1. 'L ( 1 6 o7-f _ 1 . 4-) WALL TO FOUNDATION (1)5/e" ATR ANCHOR PROVIDE I PER CORNER A-5 NOT To SCALE `Ik/11-41) - F L^1?IIIE DF f2l S i oT EGTID N FAfST NII-IGT (5HEARUALL HOLDCUM (U PHD5-5D63 p1A.SO5V4'x3" TO STUD 4655 L&5 INTO FOUNDATIONFrEE DETAIL IIA-6 y {EDC)I--E; F<>{Z Wa�O 6-T4.( CG7IJ 1761) EL`S` " NOTES: I. THE TABLE SHAUN ABOVE LISTS CONNECTORS UMICH WILL PROVIDE ADEOIATE ANCHORAGE TO SATISFY THE WIND LOAD PROVISIONS OF THE FA.t5 T f?N Ml2 5 PP-C.I N CT RESIDENTIAL CODE OF NEW YORK STATE. - - FA6TEh3ER PAI-1i=L 5P.HU 4- e, !o < 2. 14OLD DOWN LOAD VALUES SHOWN ARE BASED ON A 3"WIDE VERTICAL MEMBER G 4- T=GY.>T Pp."F-L 5PAil-1 PA.H EL �.:FD.,F4 Slhh f'��N �I _ Pf- 3.THE TABLE SHOWN IS APPROPRIATE FOR ONE OR TWO START BIIILDMOfo WITH A MAXIMIM WIDTH OF 40 FT. ROOF SLOPES ATS LIMITED BETWEEN �- ACP; -r H f O PA6TEN 2:12 AND 12:12. EAVE OVERHANGS ARE NO GREATER THAN TWO FEET. sm�POO„N ftM20 AN�I'R eoLr ® �nlDs FAOiQEIm Mo TO�Ji5"reI PJ(-06T Ax1CHOR!OLT ATfp1.DLUN DENCE 2 1/1 r ��I 1 Z" 11 ALL To AlIdN q 4 4.ALL METAL CONNECTORS SHOWN IN TABLE ABOVE ARE HIGH WIND RESISTANT CONSTRICTION CONNECTORS AS MNIFACTURFD BY•SMPSON F HAYS A Oma IEIBEDPBIT OF V✓D �G.'_E=V/5 •, .• STRMC."STRONG-TE CO. (1-800-999-5099). dol Iv Am• �I�z #J it II - ��� PJ♦=/aN. °\51EP ED Ahc ®I wT� �Crzf=w5 G I l0 12" I ra.wFTER swa tet, T c 24 /��j\\ T'� /'� C � T�,� I 1 amPaON noDEL•csxo a nr s . ' � 1 'AJ4u A- 7CAHLL . TIP FOR Ev1StY RAFlER b o META -SMP"..DN I'IODEL�•USTA]I -SR'IPOCN MODEL•LEEVtlO TTP.FOR EVERT FlY•RF D ANCHORIMWINTO b, r"— -r[-4.I E-ks5 4RS.LL FJE IN�JTALI-A.y AT of'Pa Slhly _ CJI Mfx.X�}�__ ttP.FOR EVETn'RASTER ORERORO�AhR PPS \�r�� .-8 /// - FcvrAnwl mlllrxA9 T=1�105 nF TN0 wooOJ 5TT1vGTU I¢hL t'AiNEL _ M.f. aJ LSO 111 nrta l-ve•xxaro• o, ys` ,. /y`'�ra, / n _ W L0 BGrtEEfd:D f111 AiB ifi�IIE�RE�AIDE) G ©F wccc 5T1zkrur-, L, Pbwer(h • -7/14, RAPIER sm eEAamAR> � C 1 RAFreR Am p,4 L_Y L E 51 ID E GCLL NZ 13M - PTAL ME�RAFTE�Ni 500 D.C>L�Y I,AYN� UTH,aLID, NY m � NOLDOWN ANCHOR 12��DE1"LT �ASSQLI Iii pA-5 NOT TO SCALE q COLL4, Z B1H4.M. eTYFIGAL DETAIL 0 RiDGE dl-i1TMGT 5 -Ze-o5 5G �,L_m NOT TO SCALE 28 -55 i( 4- Th PL_A.,-- 4--- r"'G .�2A.YrvIT7�, rlY- I L�foO �oF 5