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HomeMy WebLinkAbout38290-Z "~Town of Southold Annex 10/1/2013 P.O. Box 1179 1 54375 Main Road $w Southold, New York 11971 j T r CERTIFICATE OF OCCUPANCY No: 36546 Date: 10/1/2013 THIS CERTIFIES that the building SHED Location of Property: 725 Jacobs Ln, Southold, SCTM 473889 Sec/Block/Lot: 88.4-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/20/2013 pursuant to which Building Permit No. 38290 dated 8/28/2013 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: ACCESSORY 10'X 20' SHED AS APPLIED FOR The certificate is issued to Plaia, Vito & Plaia, Marilyn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *Aute~ gnatur~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ('4*4 S OUTHOLD, NY . t f ~..111 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 38290 Date: 8/28/2013 Permission is hereby granted to: Plaia, Vito & Plaia, Marilyn 162-30 91st St Howard Beach, NY 11414 To: construct an accessory 10'X 20' Shed as applied for At premises located at: 725 Jacobs Ln, Southold SCTM # 473889 Sec/Block/Lot # 88.-l-1.3 Pursuant to application dated 8/20/2013 and approved by the Building Inspector. To expire on 2/2712015. Fees: ACCESSORY $180.00 CO - ACCESSORY BUILDING $50.00 Total: $230.00 j ( 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: I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance, from architect or engineer responsible for the building. b. 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: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $ 100.00 3. Copy of Certificate of Occupancy - $25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15 00, Commercial $15.00 Date. 8 20 - /3 New Construction: Old or Pre-existing Building: (check one) Location of Property. 2S G o~LS l~A .ti a. ~Tt~t>l~ - 1 I House No. Street Hamlet owner or Owners of Property: -t Ui! ri11.1 tti ~~t~+ .t Suffolk County Tax Map No 1000, Section q1% Block 1-00 Lot 00 3 Subdivision Q Filed Map. Lot: Permit No. J~ ~aQ Date of Permit. c - Zq - / Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted- $ Applicant Si nature Pz. Of SOM" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTIO ROUG LBG. [ ] FOUNDATION 1ST ( !/FINAL FOUNDATION 2ND I LATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD 1000V DATE CObodm.gTS b FOUNDATION (IST) Sly J FOUNDATION (2ND) z o y ROUGH FRAAGNQ & PLUMBING C ~t W INSM ATION PER N. Y. STATE ENERGY CODE ~ • C T C FINAL ADDITIONAL COMMENTS C OFF1(;~ F~~ z m w C z Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUP DING DEPARTMENT Do you have or need the following, before applying? TO N :TALL Board of Health S "FHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval___ FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3~ a~0 Check Septic Form N.Y.S.D.E.C. Trustees CO. Application Flood Permit Examined $~w .201,~ Single &Separate -era- Storm-Water Assessment Form Contact: Approved 120 I S~ Mail to: - Disapproved a/c r _ _ -1 r Phone: ..._1_'i 1~ Expiration OLS J AUG 2 0 2013 Bi. tJ#i C~k' Ffor APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises. relationship to adjoining premises or public streets or areas. and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit 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 nnonths. 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. (Signa ure of applicant or name, if a corporation) 77-5 lk,. 35 (,~X (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 Name of owner of premises Q -A V,6ky v~ ~C (As on th tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 62 Plumbers License No. At .4 Electricians License No. n/ Other Trade's License No. A/ 1. Location of land on which proposed work will be done. House Number Street Hamlet County Tax Map No. 1000 Section gsr Block 1.00 _Lot i • ®cra nr:~s~Yr,wwg~r ~I :dxa9'cN"--sae _os aY ~ g , t 00 I µ ~ g t\ Wipl Yk a r Y. t ° \ O a I r j p~ s w , 41 ? / ~ ~~4 B 6 /r s ~3~ kG c 4 ; d 4 ~4• B J e Y J4CpBS g!~ 8 ' d ! J 4 k ° ° ~ ~ r~ ~4. n s a< ~ ! f ° 6 a ° I a v troy M Y R f /Oa I 9 I 8 C i t y' y B a f a ° d i a~ k M ~ 1 d d ~ k 4 ° ° w a 8 Y r' Y d w k d I v 9 J B P g •Yx I ° k C ~i .C a s RA'~[ER G x k s Iv w y ~ k a ajbd 4 c ° 5 A Re l i N C 4 g ° / v r k g t ~B(FR .a y I ~ Y gA ° a A 4 Y R by ~ ° , f 8 pat p.t ' O -x a I a s B ~A1 t ' d ap e 1 e:. A at .F r F 3 ~ p e O i e 4~s^ G i ~ i ~ B Id ~ x P ~ ~ H 1 5 { 1 F ES ..m 'J 1A 9 a i ~ M A 5 ~ B{ ~ a C of 1 ( g ~ iRgp . ~ ~ ~ 1 1 I °err, s SURVEY OF 00 9 LOT 1 3o ?o a ~kfo,p 1 MAP F O" DEERFIELD FARM OA, I .F~ RU No. 10596 FLED MARCH 27, 2001 TSf ~S SITUATED AT 3`44 c~O s T p „ BAYVIEW s S TOWN OF SOUTHOLD e`er SUFFOLK COUNTY, NEW YORK W~ °~JC'Otty1 S.C. TAX No. 1000-88-01-1.3 SCALE 1"= 40' e h 4 APRIL 10. 2001 <vo(~ O FEBRUARY 27, 2002 REVISED PROPOSED HOUSE + O' APRIL 14, 2003 REVISED PROPOSED HOUSE O a AUGtMARC54 2003 FOUNDATION LOCATION 9. 2004 FINAL ~b APRIL 8. 2004 REVISED SEP11C SYS. TES PER S.C.D.H.S. MAY 14. 004 REVISE SEPI SYS. JUNE 9. 2006. ADDEDDPROPOSE POOL t JULY 27. 2004 ADDED PROPOSED DECK ? LOTQf 2O_o 2g) AREA = 43,6SO.00 9q. f}. 1.002 00. d'a • CERTtf7ED TO- M i• , ' SAFE HARBOR TITLE INSURANCE COMPANY S B -`w? WEBSTER BANK ~`~O?0e .~yt~,9 WILLIAM DOLAN In d Cc i p : • MELISSA DOLAN al' . noon tow[ Prpwt" Tw nKm x 1 - •i n000 &MRMA K; MATE IW W. JNOJOOIN 9 "i . 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AIw w Ns bt m N[ . ?/V>) me oawwr aNaworoa rme. +a m Swrwls - SLeAJwN. - ser Pk:r - Oe~ LNeYf IDYw PwwIR:011 uam NFIKpL Nw A 111E AJipm Oi 111L I PwIF RlDOP. onw.leowrw 4iK: W w•r M wrleq,PlL PHONE (651)727-IMO i+K (031)727-1727 iwE cast t= Of "m or MAY$ O{fp= Lmm Af M%AW AO[NESS PA. 9a. 1051 ZM°?a• *Fj N°160' c m RplwlE 1600" RRFnaAO. Iw. r.l X1001 10...1,.N. Nw rark i1so1_Oygs ;;a New England Victorian 12X20 $8,475.00 Add to Cart View can New England Victorian 12X24 $9,650.00 Add to Can View Cart Kaufold's Country Sheds Bit Gazebos, Inc 724 Middle Country Rd Ridge, NY 11961 631-924-1265 Not responsible for typographical erros or content error (k y4Q4 -Z http://sheds-ga ebos.com/shopsite-scistore/html/productl765.htmi Page 3 of 3 za 4x4 8TW WALL V AC, ti Wall Lee 5 (4) 4x4 PLATES !4) 4x4 ftATMIS ^ 4x6 8PF Q Q - - WINDOW wlNDOw Q cz, t C/) 36" Doa d FLOOR PLAN =1=19108T MA7 VARY MM DROMi b It FW 64Ow LOAD y j 6O ~10TAI. LOAD 2 I'Lolm j WIND 11 Y 0 r MR STAMM IS A C 142 ~ Slam tau Z P%V CONTACT LOCAL hWM MA ITT AID ANY OW, 0~ M" Ad""T ROM 411110=101 04M Two Mwam NR = 17 ST~C CP TNB M#IUNS MAY Ng4E W ME IOD COIpDIa 0044I10MATW TM BTRllCTiMiE ~ f Ic4W To &PPM THE LOAM MICATED CN Mt 4Y l 0 m N N • CONT. RIDGE VENT - OPTIONAL ASPHALT SHINGLES V2' FLYM GUSSET EA 1/2' PLYUD. FASTENED w/. Sd NAILS SIDE OF RAFTER FASTEN w/. • 6' Or. -EDGE SPACING t E (101 V2': 5/8' CROW STAPLES 12'0r- FIELD 8PACNG T x4 RAFTERS FASTEN EA COLLAR TIE w/. 2 2 4. O0 T6! 12d RING SHANK NAILS w z TOP OF WALL g m z 2x4 DBL. TOP PLATE 18 GA HIMMCANE TIE a m Ci Ix4 FASCIA FASTENER BT 8IMPSCN p UU 0 WRAPPED w/ ALIPL 6 2x4 COLLAR TIE • ~ Q SOFFIT 16" Oa MAX N Z) N o 2x4 STUD WALL 16' 0C. ° m Q DIRA-TEMP FIR ¢ S T-1-II SIDING OR 2x4 PLATE OR VINYL BIDING 0 Q 5/6" PLYW. FASTENED w/. Z Ca 8d NAILS • IY O.C. -EDGE SPACING ,h. Q Q N 24" = FIELD SPACING OVER FIN. FLR. 2x4 FLOOR JOISTS • G' Of PJ. 4x4 FOUNDATION BEAMS 35` 33 3/4" 33 314" = p U i BECtION U) zoz c~ c5 A.2 SCALE, 3/8". 1'-V" j w ~ > Ho z MNERAL y U U U w I. DRIP EDGE AT ALL ROOF EDGER FOR LEAK-FREE rn p J (D WALITY FINISH O Q OVERHANG FLUSH ON GABLES U- 2. g 3. FINISHED SOFFIT ON ALL BUILDINGS N r TO GRADE • L 36" w rn y a) z FASTENDER SIMPSON 15 GA. MO m Z MODEL L GSI9- 18 GA. R ~~~~lll \ m a p o 5 o a o 0 J J J J J 5, ur ~ z zh FOOTINGS w A.3 SCALE, 3/8+ I'-0u ~ Q*-NIS NOTES, I. FOOTINGS WILL BE FORMED IN 12 INCH QUIKRETE OR p SONATUBE BUILDING FORMS = p cf) 2. SIMPSON STRONG TIES r WILL BE INSERTED INTO F- p ' CEMENT FOOTINGS WHEN Z r. Z FORMED. 0 ¢ O Z 3.9IMPSON STRONG TIES (7 w WILL BE SECURED TO 4X4 p Z Q FOUNDATION BEAMS USING STS 9TRUCTUAL STAINLESS O Q p p ILL g lo~ STEEL SCREWS Q p Y N Kau f old's J Country Sheds & Gazebos Standard Construction & Features _ 1 r<, cl.e .•.111.11' I~:rnrvun 4.1,4.111 di, ru.. I +€1l atai[r,: !L11111 A n1111 bleep, .1':i'! : +':i ra•.. \ I'. _ I:nnssir h;,i yrr,l{th If1'c .:IL1Y011511:R 1 ppill .Illi: C\hi .qUi e Vrill r+ { 1\ t ~il t11~ :'i I %li I..+'ur lidr'. Flrl'. 'x-' cliul itittl r, i Fiin :r..1.1 { t :ut,i n:db. ,1 r.•ab a 1„ i! ..w J .c:rrr VI 11.41 I If.' 41:C'. w 1. l lur il'imm jaLanil r _ nl9 :,q, ntl(i •a 14`'1 1_ ~ .311 :Iii'•, .•r CIL•.':.., ~ R _ l-"-._ j mi.ual nindnc` 1 Gtr I II{I titii'411' hh '.l is I e rc) 1 . v1'1711 r p:,i nl is ( f 1'I{4.~y . \ 11•.11 + a~• I,.Imdatil i, k.11111 . it P,. B.C. \ 1I. ,,:.:a l I'Eilctitil:{h. l l{E:A1F.1? f.1, 1.• ~l In u'. .11 I6" O .t. Nil lit, It, Ir"11111w 1 lim:llrlnp 1 I.II all ]cal: :rnni l•. •:.d ;n11 i.171 1.1 .hlv1;;..'i \.'..I huildin.; 1.•,11'. ld:.l,', .ai 1.•!:r Pressure Treeftd Foundation Beasas i' I V f e.i Il t MO.. MornrA ItIll" ~-T- :i. f(Ir~ a n1 :n•rif ..,I r.: i:..~. : 'S GIVES YOU THE MAXIMUM VALUE KAUFOLD STANDARD FEATURES FOR BACKYARD & NEW ENGLAND SERIES 30 Year architectural 16" O.C. Double gusseted roof '12" G.D.X. trusses for unmatched asphalt self-sealing shingles plywood roof strength Overhang on in your choice of 7 colors sheathing all four sides eliminates sidewall streaking from". Finished soffits for water runoff beauty and weather tightness End Vgnts on both ends provide proper maintenance Free pvrovide pr aluminum or Vinyl Aluminum Jalousie Full 2x4 window(s) with screen Kiln dried stud & shutter(s), or choose ggyz walls 16" O.C. optional windows. ' Custom placement at no additional charge. cod Double Doors L P Full 2xa sill Latex/acrylic ain lockin oth sides, with on all exterior pain plates o 9 four sides in your choice of 13 colors pRESSURE TREATED ESSURE TREATED I wood floor, secured floor joists 16" O.C. Duratemp® 6 Ptv P Y PRESSURE TREATED 4z4 with nng shank nails foundation beams 3 on 8', 5 -11 or 518" T siding Fir Siding choose on 10' & 12' and 7 on 14' wide Vinyl Siding over 1/2' " Plywood framing o headers meet all State or all Building Codes Kaufold's Duratemp® 5/8" T1-11 Fir Siding: • Endures all temperatures and weather without cracking, splitting or checking • No boat patches • Keeps its paint at least twice as long • Won't show dents or hammer marks -wood floor. The Vinyl Classic Special: Similar to The Vinyl Cape. Has OSB on walls & roof & 5/8 5ply exterior ply. The Economy Barn: Lighter construction yet looks similar to The Mini Barn. Available in sizes up to 10'x18' with 2"x4", 16" O.C. construction and 1/2' T1-11 Duratemp® Siding. Roof and doors are equal to The Mini Barn. Maintenance Free 4" Dutch-Lap Vinyl Siding comes in 9 designer colors. The (available in omplemedting r 1/2" DX All-- Wood Sheathing. Every piece of exterior wood is wrapped in aluminum creat ing a No Paint structure. Aluminum Double Hung Window(s) are included plus standard features described above. 4 x 4 Foundation Beam Spacing ! I. I 8' Wide Building } t g, Quaker 34" 34" Cape Cod 10' Wide Building 22.75" 34.25" 34.25 722.75'11 12' Wide Building 4 33" 34.25" 34.25" 33 I v Barn Mini Barn Dutch < Nci BUILDING DEPARTMENT NOTES IGE 5HIELD FLOOD AIR FREEZING O 1 Z SNOW DATA WINO DATA SEISMIC SUBJECT TO DAMAGE FROM WINTER IGE 5HIEL DE510N GAT. DE516N UNOERLAYM UNDERLAYMENT HAZARDS INDEX Q REQUIRED IP AHA R SHDT1 ~~n\ II~'^/\\J TEMP. RFOUIREI WITHIN VF5 OF EAVES YES RIVERHEAD - 510 II O II-II- jD 120 MPH G WEATHERING - SEVERE II SUFFOLK WITHIN 2'-0' GROUND SNOW EAVES ^ Iq~W ~y R`\`I~1'//~/7) T i.1 LOAD 20 TERRAIN EXPOSURE B FROST DEPTH - 36" 7 25 JAC O o S LANE SOUTHOLD, SNOW EXP05URE WIND BORNE DEBRIS TERMITE - MOD TO HEAVY ' 1n1 V I ~ THIS PROJECT CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW Y OF NEW YORK B AREA DECAY - SLIGHT TO MOD I.O PARTIALLY EXPOSED ROOF Q O GONSTRUGTION NOTES SEE DETAIL SHEETS FOR NAILING SCHEDULES AND STRAPPING DETAILS CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK z EG NER4L FT1' GLASS REGIUIREMEN R R3D64 NOTE, SEE DRAWIN65 PROVIDED BY SHED MANUFACTURE FOR ALL LL THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS. ADDTIONAL INFORMATION PROPERLY CERTIFIED AND LICENSED FOR THI5 PROJECT, . GLAZING IN ANY DOOR TYPE I~,_On DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS AS SHOWN ON DRAWINGS. I ANY SLOPE OF THIS WORK IS INDICATED ON THE DRAWINGS AND THESE NOTES. 2. GLAZING IN ANY WALLS EN61-E5ING A 5HOWER, TUB, SAUNA OR SEAM ROOM.- 0. ANY WINDOWS WITHIN 24' OF A DOOR' THE BOTTOM 15 ALLOWABLE DEFLEGTION OF STRUCTURAL MEMBERS W II1 INDIVIDUAL PANE OF OLA55 WITH AN AREA GREATER THAN 90 5Q. FT. WHERE THE BOTTOM I5 CONTRACTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR THE 4, ANT LE55 THAN Ib" ABOVE THE ADJACENT FIN15H FLOOR WITHIN 36" OF THE WINDOW. 'Eft- (TABLE R3013) PROJECT EXCEPT FOR THE ALL MIL PERMIT, 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-O' OF THE WATER.- SURFACE! U I FI- d WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING b. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING 5JRFALE! ABOVE THE STRUCTURAL MEMBER ALLOWABLE DEFLECTION 60" .I JURISDICTION ~ONTRAC THE LEAVE THE A BROOMT6 EAN CANDITIO ALL LGLA55 SHALL OBE THOIRUGHLY CLEANED ICE THAND E GOMPLETIONFOF ILITY IN FLOORTHE DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN 60" ABOVE THE CONSTRUCT E AL RAFTERS HAVING 5LOPE5 GREATER THAN 3112 I-Abo SHALL WITH NO FINISHED CEILING ATTACHED TO RAFTERS CONSTRUCTION. ANY PAINT 5PEL5 AND OR CONSTRUCTION MARK5 SHALL BE REMOVED FROM ALL FINISHED ASPHALT, ROLE SHINGLE NOS SURFACES AND SHALL INTERIOR WALLS AND PARTITIONS W150 THI5 BUILDING 15 LEGATED IN A 120 MPH WIND ZONE AND IS DE516NED IN ACCORDANCE WITH THE 2010 OF ASTM D-ASPHAL~ EDITION COMPLY ALL FASTENER5 FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM, OR 2 WI225 OR D STRIPS 3462 OR SHALL BE INTERLOCKING AND SHALL RESIDENTIAL CODE OF NEW YORK STATE AND THE W00D FRAME CONSTRUCTION MANUEL-WFGM 2001 SHINGLES SHALL HAVE ALUMINUM, OR FLOORS AND PLASTERED OEILIN65 L/560 A-1 M 3/6" PIA. 'I THE 5HEATHING. ALL OTHER STRUGTURAL MEMBERS L/240 LITZ SITE WORK CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN LOFPER,ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/5" PIA. AREAS SAND TO THE SITE. ELEVATION OF FILL BROUGHT BOTTOM OF OF TO SLAB. THIS SURFACE SITE SH1TE SHALL BE NON MATERIAL MAY BE USED CONTAMINATED FOR SOIL. FILL OF LANDSCAPED HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE 5HEATHING, ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMNM WMBER OF FASTENERS AS REQUIRED BY THE J BY THE EXTERIOR WALLS WITH PLATER OR STUCCO FINISH W360 z Woe= CONCRETE TE E MANUFACTURER. WITH NO LESS EXTERIOR WALL5-WIND LOAD5' WITH BRITTLE FINISHES L/240 ^ ALL FOUNDATION WALLS AND FOOTINGS SHALL BE OAST ON SOLID APPROVED BEARING SOIL, SEE CHART NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LESS IIN6LE. ~z WITH A MINIMUM DEPTH OF 5'-O" BELOW GRADE. SOIL SHALL BE UNDI5TURBED VIR61N SOIL FOR THAN FOUR (4) FASTENERS PER STRIP SHINGLE TWO FASTENERS PER INDIVIDUAL SHINGLE. ERE THE EAVE 15 EXTERIOR WALL5-WIND LOADS' WITH FLEXIBLE FIN15HE5 L/120 Wpl~ ALL FOUNDATION EATER SHED PROJECT HASWALLS 2AN2,000 PS FT65 F SHALL B BE BEARING POURED PRESSURE CONCRETE ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX (b) FASTENERS PER SHINGLE WHERE THE SAVE 15 5 PROJE 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED IS 120 MPH OR GREATER. NOTE. L = SPAN LENGTH, H = SPAN HE15HT O 3'O"X6'H" TABLE 9401.4.1 N rnoN NOT -3OI-96 A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND CI 1 Ul F:Z < PTIVE LOAD-BEARING VALUES OF FOUNDATION MAERIALSA ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-96 01 CONFORM TO CLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. B, FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. LLI LOAO-BEARING PRESSURE 'SPECIFICATIONS FOR 5TR TURAL CONCRETE FOR BUILDING5" REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF D" Q CLASS OF MATERIAL (POUNDS PER SCiIARE FOOT) IGN, SUNROOM5 ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF CLA55 OR 5ANDWIGH FOR FORM TO DESII PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR SANDWICH PANELS ASTM UOEF ROOFS TION FSHALADDITIONS OR PATIO GERSDE TOTAL LOAD SHED Lf)j W ~ TALLINE BEDROCK 12,000 ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG "SPEGIFIGATIONS FOR DESIGN, A-I L) NTARY AND FOLIATED ROCK 4pOO FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. STEEL SHALL CONFORM TO ASTM A-5T2(GRADE 50) AND A-501 2T GRAVEL AND OR GRAVEL 3,000 ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY D GP) REQUIREMENTS. i z LU~QQ 51LTY SAND, CLAYEY SAND, PRE-FABRICATED FIREPLACES AND FLUES SHALL BE UL APPROVED. I ly H-0 1 0 RAVEL AND CLAYEY GRAVEL 2A00 ORDANCE WITH ALL STATE AND ALL STATE AND A-1 5M,SGFiCLAY NSTALL 5HOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCC 4 UJ JfY~~ SANDY CLAY, SILTY -LAY, LOCAL CODE REQUIREMENTS. Y SILT, SILT AND SANDY SILT 1$00 B COMPLIANCE WITH ,MH AND CH) THE OWNER SHALL ARRANGE FOR WPERV15ION OF THE CONSTRUCTION I WORK TO INSURE COMPLIANCE WIT[ THE CONTRACT DOCUMENTS. N N S 0` FOR 51. 1 POUND PER 5QUARE FOOT = 0.04'19 KNM' ti zJQ~ A. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING CAPACITIES OF THE ..7 DETAILS FOR STRAPINS MEMBERS zV~F _^~STFd ACTION MANUAL - 2001 EDITION SOIL SHALL BE PART OF THE RECOMMENDATIONS SEC SECTION n O N~~~ MLII B. WHERE IN BALE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 000 FSP ARE LIKELY F':SL; ncdCT NN MPH RFraUIR 01 MI © p ~ ~wlo TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS DESIGN GALGULATI ON5 INVESTIGATION SCALE: = 114" 8301.2.22.1 WEIGHTS OF MATERIALS ~p o p A. SHED FLOOR PLAN SCALI DR SEE SHED MANUFACTURES DRAWINGS 1]11 O n\JJ// O TABLE 8402.2 AVERAGE DEAD LOAD5 SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING A55EEMBLIE5 OR 10 P5F FOR DR 5EE 5 p p 5GALE: = 1/4" = V-0" FOR i FOR ALL ADDITIONAL INFO. V 'OL N MINIMUM SPECIFIED -OMPRE951VE STRENGTH CONCRETE FLOOR A55EM531-IE5, EXCEPT AS FURTHER LIMITED BY 5ECTION R30I.2!2 DEAD LOADS FOR HALLS ABOVE GRADE SHALL NOT EXCEED. 5. '4 ® © O ti 5. p 5EE SHED MANUFAG7NRE5 DRAWINGS TYPE OR LOCATIONS OF MINIMUM SPECIFIED COMPRESSIVE STRENGTH''` (F'c) 2. F UR TEEN P5F F ROEXTERIORRL16HTT-FRAMF COLRD-FORWIED OSTEEEL WALLS. s. © FOR ALL ADDITIONAL. INFO. CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 3. TEN P5F- FOR INTERIOR LIC-BHT FRAME WL000 WALLS. 4, FIVE P5F FOR INTERIOR LIGHT FRAME GOLD-FORMED 5TEEL WALLS. 5. L OO 5. BASEMENT WALLS, FOUNDATIONS AND OTHER 2$P0 2150E 2$QQO 5. EIGHTY PSF FOR 8S NGH-THICK MA, O)NFZY WALLS. 5. N Do CONCRETBNOT EXF05EDTOTHEWEATHER 6. EIGHTY-FIVE PSF FOR 6-INCH-THICK GONGRETE WALLS. I. p y gC'Sij~f i BASEMENT SLAB" AND INTERIOR 5LA55 ON 20000 EXOEP~~TTIO%POOF/OEILIN6 DEAD LOAO5 NOT EXGEEOING 25 POP SHALL BE I, GRAPE, EXCEPT GARAGE FLOOR 5LAB5 2$00 2$00 NGRETASERO I AGGOR~ANGE INA AMOUNTS CHATFR 22RE. NOTE: Z IS l- PROPRO MEASURED C AS A BASEMENT WALLS, FOUNDATION WALLS, 2$q0 3pOOD 3pOOD pp HORIZONTAL JECTION ON EXTERIOR WALLS AND OTHER VERTICAL PORCHES, WORK EXPOSED To THE WEATHER MINIMUM UNIFORM DISTRIBUTED DESIGN LOAD THE BUILDING ROOF AND WALLS. PLYWOOD NAILED TO EX CARPORT SLABS AND RA 2,500 3,0009,E 51500 DE (TABLE 8301.5) IN PCUN05 PER SQUARE FOOT NAILED TO :R ON BOTH 9 2011CI pQ~ EXPOPOSES, SED TO THE WEATHER AND GARAGE FLOOR SLABS UE`E LIVE LOAD 1 O © EACH RAFTER ON BOTH ~i ~F EW y FOR 51. 1 POUND PER 5OUARE INCH = 6,515 KPA ATT105 WITH LIMITED STORAGE G,H 20 PSF + -SIMP50N LSTAI5 TA15 A. AT 2b DAYS P51 ATTICS WITHOUT STORAGE B 10 PEP B. SEE TABLE 93012(1) FOR WEATHERING POTENTIAL WITH 12-IOD NAIL5 NAILS O. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING WRING DECKS E 40 PSF + RAFTER ti CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D O. CONCRETE SHALL BE AIR ENTRANED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) EXTERIOR BALCONIES 60 PEP SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAT PERCENT 60 PEP E. SEE SECTION R402.2 FOR Mln nun FIRST ESCAPES 7H2= SECOND IBST 85 90 100 IIO 120 130 140 150 !-'!10D FR~MIN6 611ARDRAILS AND HANDRAILS D 200 PSI ALL JOISTS, BEAMS, RAFTERS AND OTHER !LUMBER, SHALL BE CONSTRUCTION GRADE k 2, OOU6-FIR-LARCH, RAILS IN-FILL GOMPONENTSF 50 651 WM1D S-EED °UAL SLOP RDDF DETAIL FB=8T5 P.S.L, OR APPROVED EQUAL, EXCEPT WHERE SPECIFIED OTHERWISE PROVIDE STRUCTURAL GUARD DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. 50 P5F A _ .T{IN5 L0~g110d SUCTION PRESSURE (P5F ' SILLS AND AL WOOD IN CONTACT WITH THE CONCRETE SHALL BE TREATED LUMBER AGO GRADE •2, PA55ENGER VEHICLE GARAGES A 40 P5F SOUTHERN PINE, F8=515 P.5.1. OR APPROVED EQUAL ROOMS OTHER THAN SLEEPING ROOMS ZONE 15,4 15.0 18.5 22.4 26b 31,2 962 416 SCALE: = 3/4" = I'-O" /''-1 PROVED AS NOTED ANY FLASHING IN CONTACT WITH AGO TREATED LUMBER MUST BE COPPER COATED, STAINLESS STEEL OR SLEEPING ROOMS 30 P5F ZONE 2 25,8 28.9 35,"1 49,2 51.4 60.4 '10.0 80.4 ~ B.P DOUBLE DIPPED GALVANIZED 40 PSFC ZONE 3 33."1 31.8 46.1 56.5 6"1.2 'iH.9 91.5 105.0 ZONES 419 4T0 SB.O 'ICI 835 9B0 1136 1304 CLEARANCE, WOOD FRAMING SHALL BE AT LEAST b" ABOVE ADJACENT GRADE. STAIRS 9 N. ZONE 4 14.5 16.2 20 24.3 28.9 33.9 39.5 451 q.FEE HEADERS: 2 - 2"X10° UNLESS SPECIFIED OTHERWISE. IN BEARING WALLS, HEADERS SHALL REST ON FOR 51: 1 POUND PER SQUARE FOOT=0.0419 KWM,21 5a INGH=645 MM? I POUND=4.45 N. DOUBLE 5TUD5, EACH SIDE. 41.8 48.5 55.'7 )AD ZONE 5 17.9 20.1. 24.8 30.0 55.6 BUILDING DEPA'1"I II 8 AM TO 4 PM 1U0 ING INSPEOTION'' AREA. CAPABLE OF MENTHE, T 57 A 2602 D LOAD PROVIDE STRUCTURAL SUPORTS BELOW EACH POST OR STRUT AS REQUIRED. A. ESL ED OVER A FLOORS SHALL BE SUPPORTS, SPACES MEETING THE REOUIREMENTS IN N SECTION ION 8 8802.4.1 FOR =OR I. THE DIMENSION, Z, IS MEASURED AS 10% OF THE MINIMUM BUILDING DIMENSION, ICUT BUT NOT LE55 THAN 9 FEET. . DATION-TWOI`i U"i. U BRIDGING: WOOD OR METAL , B'-O" O.G. MAXIMUM; 2 AILS PER END. INSTALL PER MANUFACTURES B. APPLIES To ATTIC, CONVENTIONAL CEILING J015T5 AND SECTION RSO2.10.1 FOR TR255E5. ATTICS WITHOUT SPEGIFILATIONS STORA TGAEN ARE HOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 AITH 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR POURED COM,F, TE SIMP5ON STRONG-TIF ROUGH-FRAMING Pi LE 55 42 NCHES OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES A" PARTITIONS, PROVIDE DOUBLE J015TS UNDER PARTITIONS PARALLEL To JOIST, UNLESS INDICATED TO BE 5T SAME WEB I CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH THE , PROVIDE DOUBLE JDI5T5 UNDER BATHTUBS. BY 2 FEET WIDE, OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS 119H WITH A MEAN ROOF HEIGHT OF 35 FEET. FOR BUILDIN65 LOCATED IN OTHER ?C5 EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BY THE H2 AT 5TUD5 STRAPPING, ELECTHJ'-,' WITHOUT STORAGE, HI5 LIVE LOAD NEED NOT BE ASSUMED TO ACT GONGURRENTLY WITH WITH APPROPRIATE ADJUSTMENT FACTOR IN TABLE I.I 'S. 1 INSULATION EXTERIOR CORNERS, 3-2'-4". INTERIOR CORNERS 5-2'-4" EXTERIOR WALLS 1"4",16'04.1- INTERIOR ANY OTHER L IN/H LOAD F2EQU RE MENTS. IRE ROOF AND WALL 5HEA7HINO 5UCTION LOADS E COMPLETE H- ~ FC>' WALLS 2"x4',Ib' o.c. UNLESS OTHERWISE NOTED O. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE MORE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND (gN RATED LOAD ACTING OVER AN AREA OF A 4 SQUARE SIMPSON G520 E5 :520 4 FINAL I i OPENINGS, DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS, FLOORS, CEILINGS, INAD OR WHICHEVER PRODUCES THE C~REATFER STRE55FS ROOFS, elc. ANY POINT ALONG THE TOP. TOP. NOT TO SGALE COIL STRAP I4"X20 GAUGE STRAP AT 4P 1}"X20 MU ' AL ONSTRUCPLETE P.. STRUCTION SHALL I' 'RAP AT U M S OF THE C'H EGKS ATTACHEDT TO (EXTERIOR WALLS ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE E. BEE SECTION RST022.A1 ORLIED NDRAIL), BALUSTERS AND PANEL LLS 4NEL Q EVERY GONG PTO )NG PTO YO TA N 4 CLIENT PLAIA W AMERICAN PLYWOOD A550GIATION (APIA) F. GUARD IN'FILL COMPONENTS (ALL THGSE EXCEPT' THE HA 7 OF CI ° ° HIS C TIOIr ~W > DAM ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF 50 PDUN05 ON AN AREA EGUAL TO . INTALLATIONS BE BY TECO GONNEGTORS AND SIMPSON OR APPROVED EQUAL, THEY OA ? TO ROOF FRAMING 0520 COIL STRAP (UPLIFT CONNECTOR - RETA WATER RUNOFF Of GONNEGTIN6 POINTS SQUARE FOOT. THIS LD NEED NOT BE ASSUMED TO SALE SHALL POI IN STRICT LATI OS BE B WITH MANUFACTURES SPEOIPICATIONS AND RECOMMENDATIONS AGT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. tlOTT DOUBLE TOP PLATE TYPICAL AT ALL KING STUD TO TOP PLATE DOOR AND WINDOW HEADER PION CONNECTIONS) 12" MIN. BEARING ON 5TUD5 FASTENING 51-HEDOLE PURSU CHAPTER 236 w AND THE 2010 RESIDENTIAL CODE OF NEW YORK STATE G. APPLIES TO ATTIC SPACES NOT MEETING HE REQUIREMENTS FOR STORAGE PER FOOTNOTE B. 5EE SECTION R8,02.42 FOR CONVENTIONAL CEILING J015T5 AND SECTION R02.lOb FOR TRU55E5. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH WITH ALL STRAPPING TO BE INSTALLED I6" O.O. OM Rasx aFexlns FV,wlxs ReaiRewom FOR wlwaw T OF TH WN CODE. [if mww BY sr- DOORS AND WNDOwS TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM TOM UNLESS OTHERWISE NOTED. A GONTINUOU5 of Im. IN AOOO PO s"-W FRAI + u1 GK9 BY DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED CHORD OF NOT LE55 THAN TWO ADJACENT TRUSSES WITH THE SAKE WEE CONFIGURATION WINDOWS AND EXTERIOR THE BOTTOM OF ANY OTHER TRU55 JIDE CONNECTED PATH MUST BE PROVIDED FROM wxSTRwnoN r•AwAL acnl WITION 4iLL THE STUD TO THE GIRDER BELOW ALL STRAP O o OR GREATER LOGATED WITHIN THE PLANE OF THE TRUSS, THE RECTANGLE SHALL AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DCIIBLE-PANED. ALL WINDOWS TO BE ANDERSON FIT BETWEEN SHE TROP OF HE BOTT M GHORD IANDO ZL65 STOOK NUMBERS SHOWN ARE FROM "SIMPSON xmAnox w e c v e F n _ HET, EADER STRONG TIE CONNECTORS" RouSx °~'1N~ o ° = DAIS 8/14/13 OR EQUAL MEMBER, PROVIDED THAT EACH OF THE FOLLOWING: CRITERIA 15 MET, J6 IN N2'x+' ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE, FURNISH AND PLACE IN HE STORAGE ROM, PAINTED WOOD STRUCTURAL PANELS, 1/Ib' MIN I. THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY 018 FRAMED OPENING ~r~ SIMPSON H2 +•o• 4 111 a 2 O 9 a 12. CONNECTOR AT 0520 COIL STRAP (UPLIFT CONNECTOR - nc W 2 x A- occl ~I,h REVISIO~LS J THIGKE55 WIH A MAXIMUM SPAN OF & FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS AGGOR~ANGE WITH SEGTI ON 80-7.1; AND &UM EACH RAFTER AND TYPICAL ALL HEADER TO JACK SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2" •b SCREWS, Ib' O. 0. FOR SPANS 4 H. ATTIGHSPAGE5 SERVED BY A FIX D 5TA R SHALL BED 51.06 ED To SUP PORT HE MINIMUM FT, 12" O.G FOR SPANS < 6 FT., AND 9" O.C. FOR SPANS < B FT. AT ALL WINDOWS. L.I ~/E LOAD SPEC I F I EO F°OR SLEEPING ROOMS MS CONNECTIONS) 12" MIN. BEARIN6 ON STUDS a OR 5 5 e 5 ° a' STUD (TYPICAL) N a' x e• 6520 COIL STRAP (UPLIFT CONNECTOR - eb, ry p„ x r „9Cr~C ~.6 ~~g,~~-','d Q 6/14/13 FOR PERMIT KIN KIN TYPICAL AT ALL STUD TO BOTTOM PLATE a oR 5 5 5 5 sn STUD AMC) RIM J0157 CONNECTIONS) 12" MIN, O UPLIFT BEARING ON STUDS n nl r x e^ ? + + OURED SIMP50N STRONG-TIE i CONNECTOR 1]b^ I] (5)sxa• s + 5 + 4 12" DIA POURED H3 AT NO STUD b DESIGN NOTES REgQlRIlp- SIMPSON 6520 COIL STRAP 1a"X20 GAUGE xoTA71M GONL FTG. T - 1 r - STRAP EMBEDDED 12-1/2" MINIMUM INTO A-N ROF ea WA5 OS H exv a eTlwFlwro(Te SEE ENERGY- NOTES CONCRETE AT EVERY CONIC FOOTING. IA FAbe In L TABI.e 6-- 516) MANUFACTURERS r NRER5 DETAIL n o I. WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER (PERMEA RATING OF 1.0 PERM) INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. (TYPICAL AT CORNERS OF BUILDING, AT yNIbBeR OFsRL611.O5-ox FV.T (Does xOrAmrro oLVRNL eI5a 115 PLANS LL L ~msxTKIW Klxe • eACx e1o5 Q DETAIL ENDS OF SHEAR WALLS, AND EACH SIDE 0" I. 2. WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATING OF 0.3 GPM PER SQUARE FOOT OF WINDOW AREA. SWINGING ODORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 GPM PER a OP FU 91DE DOOR OR WINDOW OPENING5 OF b'-0" x ft OF Ise lw ILO, , -Lev Aee1Ul1. xuAof FU eeR of SNAILS, J,, nwwsx ~ Av1.1 ~ SCALE: = 3/4" = 1'-0" A-I U J013 No, SQUARE FOOT OF DOOR AREA. WIDTH OR MORE) KINe ervOI M ao 6.1 eeAOF1+ • e6cx aloe trA"SLe 55, G- PN.MEER OF . K M .EACH1e50 OF HE 9" SGALE: = 3/4" = 1'-0' A- 13-82 5 ALL FIRE HALL BE FWES SHALPL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR EAKAHE OF 20 CFM. AILL FIREEPPLLACES A (TA5LE6 5 ]F, AA 191) AS M OOIBLe HH M P. "MR OF be .46 @D-NAILED MRW6H AOJALENT Z SHEET NO. SHALL HAVE TIGHT- FITTING NON-COMBI5TIBLE DOORS. HA JACK 5T TO IM OF 91LUW a E &G5 (COLU NOf 4. THE CONTRACTOR SLL SUBMIT THE DESIGN, 51ZE AND TYPE OF MEGHANIGAL SYSTEMS WHICH WILL BE USED, IN SUFFIGIENT DETAIL, A5 REQUIRED BY THE BUILDING DEPARTMENT. FR FRAMING AND UPLIFT AFFLY TO OOOR6) TAOLe55c, FAOLS 1") PS EeA PAGE 516) 5 ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO BS DEGREES FAHRENHEIT . ALL DUCTS AND b. HVAG CONTRACTOR SHALL LVERIFY INSULATED LOSS CALCULATIONS CODE. (cc CONNECTION FOR WINDOW AND DOOR OPENING 0 NOT ;PTO 5OALE AA-1 J J a 1 u 3 TABLE 3AA NAILING SGHEDULE AND F'- E AND DETAILS FOR STRAPINO MEMBERS TABLE 3.4B TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/GEILING J015T HEEL JOINT CONNECTION REQUIREMENTS y yQQD FRAME GONJ- TRI ~IONSTRUGTION MANUAL - 2001 EDITION _ TABLE 3.1 UPLIFT STRAP CONNECTION REQUIREMENT5 - FXP05URE B (ROOF-TO-WALL, WAL NAILING 5GHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 2 TABLE 3.4) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.q) FOLLOW WIND DES LING A55EMBI-Y OL = 15 P5F DEAD LOAD A55UMPTION5,ROOF ASSEMBLY DL=IOPSF IND DESIGN 110 MPH REQUIREMENTS 0 Z NUMBER OF NUMBER OF DEAD LOAD ASSUMPTION. ROOF/CEILING ASSEMBLY JOINT DESCRIPTION COMMON NAIL5 BOX NAIL5 NAIL SPACING ~D NAILING REQUIREMENTS q0 100 110 120 130 140 150 ROOF LIVE LOAD GROUND SNOW LOAD WOOD NAIL ULE5 FOR ALL NAILING REQUIREMENT5 Q ROOF FRAMING THREE SECOND GUST WIND SPEED (mph) 85 90 100 20 P5F 30 PSF 50 P5F l0 P5F SEE SGHEOULE5 FOR RAFTER TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER FRAMING 5PACING (IN) ROOF SPAN (FV M NUMBER EACH OF OF 1 1/4" OX 'r 80 COMMON NAILS OR 100 BOX~NAILS COIL STRAY P ND OF 1 1/4" X 40 BASE STRAP "ROOF SPAN (FT) STRAY NAILING REQUIREMENTS 2 2 2 3 3 12 24 3b 12 24 56 12 24 36 12 24 3b ALL STRAPPING Ti :DPINO TO BE 11/4" X 20 GAUGE STL u- CEILING J015T TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 34A PER J015T 12 I I 1 16 I I I 2 2 3 3 3 RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF 16P COMMON OR 400 "SI MPSON EQU I VA EQUIVALENT - G520 (COILED STRAP) 1 2 2 2 3 3 4 (IN) BOX NAIL5 PER HEEL JOINT GONNE6TIONIU9,,4595 CEILING JOIST PARALLEL RAFTER (FACE NAILED) SEE TABLE 3AA SEE TABLE 3.9A EAGH LAP 20 1 I 2 12 24 1 1 2 2 2 3 3 4 4 1 2 2 3 4 4 5 3:12 I2 4 1 10 4 6 12 6 11 17 B 15 22 CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP 28 1 1 2 32 1 1 2 1 2 3 3 4 5 5 16 5 q 13 5 10 15 8 15 22 10 20 2q 36 I 2 2 2 2 3 3 4 5 6 Iq.2 6 11 I6 6 12 18 q 18 27 12 24 35 ~i Q O GR055 SECTION END VIEW 'n I~ Lu COLLAR TIE TO RAFTER (FACE NAILED) SEE TABLE 5.6A SEE TABLE 3.6A PER TIE 12 I 2 1 2 2 02 3 3 4 24 T 13 Iq 8 15 23 11 22 33 15 2q 44 I 2 2 3 3 4 4 Z BLOCKING TO RAFTER (TOE-NAILED) 2-8D COMMON 2-I01? COMMON EACH END I6 I 2 20 2 1 2 2 3 4 4 5 4,12 12 3 5 8 3 6 q 5 q 13 6 II IT 22 I6 24 1 2 2 2 2 3 3 4 5 6 I6 4 7 10 4 8 12 6 II 19 b 15 2 2 3 4 5 5 6 Iq.2 4 b I2 5 q 14 T 14 2 q 18 27 RIM BOARD TO RAFTER (END-NAILED) 2-16D COMMON 2-I6D COMMON EACH END 28 1 2 2 32 1 2 2 II 22 2 2 3 4 5 6 7 24 5 10 15 6 I2 11 q 11 25 33 4V 2 3 4 4 6 7 8 14 00 In c) WALL FRAMING 36 2 2 3 12 2 2 2 3 3 4 4 5,12 12 5 4 6 3 5 T 4 7 10 5 q CEI 2 2 3 4 4 5 16 3 b 6 3 6 q 5 q 14 6 12 18 JOIST TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6DICOMMON 2-wCOMMON PER FOOT I6 2 20 1 2 2 2 2 3 4 4 5 6 Iq.2 4 7 10 4 8 II b 11 I6 T 14 21 19.2 24 1 2 2 2 2 3 4 5 6 7 24 4 8 12 5 9 14 T I4 2 q 18 2T U' O TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-IbD COMMON 5-I6D COMMON JOINTS-EA SIDE 28 2 2 3 32 2 2 3 2 3 3 4 5 6 8 2 3 4 5 6 1 8 7:12 12 3 3 5 3 4 5 3 5 b 4 1 10 Q 2 3 4 5 T b I Ib 3 4 6 3 5 -1 4 1 10 5 q 13 5TUD TO 5TUD (FACE-NAILED) 2-I60 GOMMON 2-I6D COMMON 24" O.G. 36 2 2 3 12 1 2 2 2 2 3 3 4 5 5 Iq.2 3 5 '1 3 6 6 4 5 12 5 10 15 HEADER TO HEADER (PAGE NAILED) IbD COMMON I6D COMMON 6"O.G. ALONG EDGES 16 2 2 20 2 2 3 2 2 3 4 5 5 6 24 3 6 q 4 1 10 5 10 15 7 13 Iq 2 3 3 4 5 6 7 q,12 12 3 3 4 3 3 4 3 4 b 3 5 6 1) 2 3 4 5 6 T 6 Ib 3 3 5 3 4 5 3 5 8 4 T 10 0 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 35A) (SEE TABLE 3.5A) PER 5TUD 24 24 2 2 3 28 2 2 3 2 3 4 5 T -1 - Iq.2 3 4 6 3 4 6 3 6 -1 4 b 12 2 3 5 6 7 32 2 2 3 3 4 5 6 - - 24 3 5 T 3 5 8 4 b 11 5 10 15 6 Ld-Hm 22 36 2 3 4 :34 12:12 12 3 3 3 3 3 3 3 3 5 3 4 6 130T OM PLATE BL TO FLOORCKING IST BAND JOIST 2-1601 COMMON 2-16D'GOMMON PER FOOT JOIST OR I PRESCRIPTIVE LIMITS ARE BASED ON A55UMTION IN TABLE 3.4 2 TABULATED UPLIFT GONNECTION REQUIREMENTS ASSUME A BUILDING LOCA BUILDING LOCATED IN EXPOSURE B I6 3 3 4 3 3 4 3 4 6 3 5 8 FLOOR FRAMING 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASS6UME A ROOF AND OE ROOF AND CEILING ASSEMBLY DEAD LOAD OF q PSF 9.2 3 3 4 3 4 5 3 5 7 3 6 q WWW= (0.60 X 15 F5F = 9 PSF). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF . 'RESENT OR IF THE GEILIN6 ASSEMBLY IS NOT CONNECTED 24 3 4 5 3 5 6 3 6 q 4 8 11 Z =o~z J015T TO SILL TOP PLATE OR GIRDER (TOE NAILED) 480 COMMON 4-IOD COMMON PER J015T TO THE ROOF A55EMBLY, THE TABULATED NUMBER OF NAILS SHALL BE IN STRAP. -5 SHALL BE INCREASED BY I NAIL AT EACH END OF THE 1, NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2596 IF NAILE5 ARE CLINCHED FLOOR 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD JOIST BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. BRIDGING TO J015T (TOE NAILED) 2-812 COMMON 2-100 COMMON EACH END 4. MINIMUM A5TM A653 GRADE 33 STEEL STRAP 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLIN5 TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENT5 Q Q BLOCKING TO J015T (TOE NAILED) 2-80 COMMON 2-100 COMMON EAGH END SHALL BE PERMITTED TO BE REOUCEO PROPORTIONALLY TO THE REDUCTION IN SPAN Qw~a 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING JOIST LAP SPLICES z? <N BLOGKIN6 TO SILL OR TOP PLATE (TOE NAILED) 3-I6D COMMON 4-I60 COMMON EACH BLOCK TABLE 35A `-CTIBN5 FOR WIND LOADS EXPOSURE B 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT p TOP AND BOTTOM PLATE TO STUD LATERAL GONNECTIONS FOR WI OLE 3.5) OF THE GEILIN6 ASSEMBLY. LEADGER STRIP TO BEAM (FADE-NAILED) 3-160 COMMON 4-I6D COMMON EACH JOIST (PRESCRIPTIVE ALTERNATIVE TO TABLE 5.5) 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEILIN6 JOISTS p J015T ON LEDGER TO BEAM (TOE NAILED) 3-80 COMMON 3-IOD COMMON PER J015T THREE SECOND GUST WINO SPEED (mph) 85 90 100 IIO 12( 110 120 130 140 I50 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC, SPACE. WHEN OEILIN5 JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE d Z W~Q Z 5&< 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE I6D COMMON NAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWIN6 FACTORS, BAND JOIST TO J015T (END-NAILED) 3-I15D COMMON 4-IbD COMMON PER JOIST REQUIRED NUMBER OF I6D COMMON N TUO SPACING (IN) WALL HEIGHT (FT) STUD TO PLATE GONNEGI'YON (PLF)'2A ;G ION (PLFY25 BAND J015T TO 51LL OR TOP PLATE (TOE-NAILED) 2-I6D COMMON 3-I6D COMMON PER FOOT 8 2 2 2 2 2 2 2 2 2 CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION 0 o ~ N~ z 10 2 2 2 2 2 2 2 2 2 HEIGHT (HC/Hr) ADJUSTMENT FACTORS ROOF SHEATHING 12 2 2 2 2 2 2 2 2 2 T T I/~2 2 2 2 2 2 3 1/3 IS 2 14 2 2 2 2 2 2 2 3 3 1/4 03 J." 4 STRUCTURAL PANELS 8D GOMMON IOD GOMMON SEE TABLE 3.10 16 2 2 2 2 8 2 2 2 2 2 2 2 3 3 1/5 1.25 FLOOR 2 2 3 3 3 I/6 1.2 JOIST Z-j DIAGONAL BOARD SHEATHING I'Xb" OR"XB" 2-8D COMMON 2-IOD COMMON PER SUPPORT 20 2 2 2 2 2 0 2 2 2/10 1.11 I"XIO" OR WIDER 3-8D GOMMON 3-IOD COMMON PER SUPPORT b 2 2 2 2 L- 10 2 2 2 2 2 2 2 2 3 NOTE, LATERAL DEFLECTION OF THE RAFTER BELCH THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN N W CZ 2 2 2 3 3 RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR He 15 GREATER THAN 2 FEET O Qa z CEILING 5HEATHINO 12 2 2 2 2 6 14 2 2 2 2 16 2 2 2 2 2 2 3 3 3 AND MAY REQUIRE ADDITIONAL CONSIDERATION. 2 2 3 3 4 l~ vy~ GYPSUM WALLBOARD 50 COOLERS 51 COOLERS 7" EDGE/10" FIELD 18 2 2 2 2 20 2 2 2 2 2 3 3 4 a TABLE 3.10 TYPICAL SEGTION )N DETAIL5 DETAILS D No 2 2 10 2 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOAD5-EXPOSURE B TYPICAL LATEf 2 3 3 3 4 GAL LATERAL FRAMING GONNEGTION5 v~N WALL SHEATHING 8 2 2 2 3 3 5 5 THREE SECOND 605T WIND SPEED (mp10 85 qO 100 110 O 130 140 150 5TRUGTURAL PANELS bp COMMON IOD COMMON SEE TABLE 3.11 12 2 2 2 2 24 14 2 2 2 3 3 3 3 4 5 3 4 4 4 6 5TRUCTURAL SHEATHING FIBERBOARD PANELS 3COMMON 3" E06Elb" FIELD 16 2 2 3 3 T/Ib" bD - 18 3 4 4 5 6 34 4 4 4 5 DA pC 25/32" 8D3GOMMON - 3" EDGE/b" FIELD 2 2 3 20 2 2 3 4 E F E F E F E F E F E F E F 4 td h, GYPSUM WALLBOARD 5D GOLLERS SO GOLLERS T" E12GE/10- FIELD I PRESCRIPTIVE LIMITS ARE BASED ON AS(SUMTION IN TABLE 3.5 3.5 5 5PACIN6 MAAXI4JM F51A(11 5PA [NO 50R 60 COMMON NAILS OR IOP NTS SHALL BE PERMITTED TO BE MULTIPLIED 5HEATHIN5 LOCATION' (IRNAF ER/TRUU5 O ~ 80 COMMON 8D COMMON SEE TABLE 3.11 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE F HARDBOARD BY OA2 FOR FRAMING NOT LOCATED W14HIN 8 FEET OF CORNERS JRNERS 2 IN EXPOSURE B 12 b 12 6 12 6 12 6 12 6 b 12 6 12 6 12 3. TABULATED FRAMING LOADS ASSUME A ®UILOING LOCATED IN EXPOSURE b 12 6 12 b 12 6 12 b 12 6 12 6 12 6 12 PARTICALBOARO PANELS 8D COMMON 8D COMMON SEE MANUFACTURE INTERIOR ZONE Iq.2 b 12 6 12 6 12 6 12 6 12 6 12 r 12 6 122 24 b 12 6 12 6 12 6 12 6 12 6 12 6 122 6 122 'silk ,020 °~oPr DIAGONAL BOARD SHEATHING 1"X6" OR 11X8" 2-80 COMMON 2-100 COMMON PER SUPPORT b 12 6 12 6 12 6 122 6 2 6 122 6 12 6 6 F 11627 PERIMETER 6 12 6 12 6 122 6 122 6 6 6 63 12 63 b3 "XIO" OR WIDER 3-8D COMMON 3-IOD COMMON PER SUPPORT TABLE 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIN MENTS FOR WIND-EXP05URE B EDGE ZONE Iq.2 b 122 6 122 6 122 63 63 65 63 bj 63 6g 12 6g 44 FLOOR 5HEATHIN(5 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) TABLE 3.6) 24 b 12 6 12 6 6 6 05 b 6 6 6 44 12 4 4 fnY~ DEAD LOAD A95UMPTION5: 'ZOOF ASSEMBLY DL = 10 P5F 'L = 10 PSF CABLE ENDWALL RAKE OR KE TRU55 W/LOOKOUT CLOCK b 6 63 63 0 63 69 0 4 4 44 44 - - - UI 5ASLE ENDWALL RAKE OR KE TRU56 W/O RAKE OVERHANG b 6 6 6 6 6 b b 6 6 b3 63 63 63 63 63 I" OR LE55 IOD COMMON 16D COMMON 6" ED6E/6" FIELD THREE 52COND GUST WIND SPEED (mph) 85 90 100 IIO 12 7 110 120 130 140 150 (.i V I~V~~ ACV AVIV NV VICI^! -a GREATER THAN I' DIAGONAL BOARD SHEATHING NUMIBER OF 80 COMMON NAILS OR C ON NAILS OR IOD BOX NAILS IN EACH END BOARD SHEATHING b,T C'(~ "X6" OR 1'X8" 2-8D COMMON 2-IOD COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF II STRAPI SAPAT SHEATHIN6 SIZE (INNr HES OC? SPADING ORIIOD NUMBER ILCSFPER SUPPORT AILS "XIO" OR WIDER 3-8D COMMON 3-IOD COMMON PER SUPPORT 3.12 12 1 1 2 2 2 2 3 3 4 2 3 4 4 5 IXb OR IXB SHEATHI146 12-Iq.2 2 2 2 2 2 2 2 2 I - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED b" ON-CENTER AT THE PANEL 16 1 2 2 2 EDGE. IF WALL 5HEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 20 2! 2 2 3 . 3 4 4 5 6 IXIO OR LARGER SHEA7HIN6 12-Iq.2 3 3 3 3 3 3 3 3 1I1-II SHEAR GAPAGIVE5, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 24 2! 2 3 3 . 3 4 5 6 GEI 4 5 b 7 b E- NAIL SPACING AT PANEL EDGES (IN) J015T LU ALTERNATE GONNEGTOR5, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 26 2! 2 3 4 32 2' 3 3 4 4 5 7 b q F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 5 b 7 q - I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER 36 2' 3 4 5 1 OF NAILS SHALL BE PERMITTED TO BE REDUCED TO-169 NAIL PER FOOT 2 2 2 3 3 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT Q 3 - CORROSION RESISANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC 4.12 12 1 1 1 2 6 1 1 2 2 2 2 3 3 4 REQUIREMENT5 SHALL BE USED. FOR ADDITIONAL REQUIREMENTS 20 I 2 2 2 2 3 4 4 5 2 TABULATED 12 INCH O.G. NAIL SPACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU55 3 3 4 5 b FRAMING MEMBERS WITH 6 2 0.49. FOR FRAMING MEMBERS WITH 0.4256<0.4q, THE NAIL 24 2! 2 2 3 28 2! 2 3 3 3 4 5 6 T SPACINGS SHALL BE REDUCED TO b INCHES O.G. TABLE 3.4A 352 6 2 2 3 4 4 4 5 b 7 3 TABULATED b INCH O.C. NAIL SPADING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU55 4 5 b 7 6 FRAMING MEMBERS WITH G 2 0.49. FOR FRAMING MEMBERS WITH 0.4220<0.4q, THE NAIL SPAOING5 SHALL BE REDUCED TO 4 INCHES O.G. ICII I RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS - EXPOSURE B (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.4) 5,12 12 1 1 1 1 16 1 1 1 2 1 2 2 2 3 4 TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 2 2 2 3 3 FRAMING MEMBERS WITH G 2 OAq. FOR FRAMING MEMBERS WITH 0.425G<O.4q, THE NAIL 2 2 5 3 4 5PAGIN65 SHALL BE REDUCED TO 3 INCHES O.G. 2 3 3 4 5 5 TABULATED NAIL SPAGING5 A55UME A BUILDING LOCATED IN EXPOSURE B I~ THREE SECOND GUST WIND SPEED (MPH) 85 90 100 IIO 120 130 140 150 20 1 1 2 2 24 1 2 2 2 3 3 4 5 5 V I FTER/GEILING JOIST WALL/ NUMBER OF 8D COMMON NAIL5 OR 100 BOX NAILS (TOE NAILED) 2B 1 2 2 3 ~ 1,2,3, 32 2 2 2 3 3 4 4 5 6 3 4 s 6 TABLE 3.11 5PAGING (W HEIGHT T) REQUIRED IN EACH RAFTER AND/OR CEILING J015T TO TOP PLATE CONNECTION 36 2 2 3 3 1 2 2 2 2 WALL SHEATHING AND GLADING ATTACHMENT REQUIREMENT5 FOR WIND LOADS - EXP05URE B p CLIENT PLAIA 8 2 2 2 2 3 3 3 3 b,12 12 1 1 1 1 12 10 2 2 2 2 3 3 3 3 16 1 1 1 2 2 2 2 3 3 THREE SECOND GUST WIND SPEED (m N 85 qO 100 IIO 130 140 150 W\ DATE 2 2 3 3 4 P FLOOR 2 3 3 4 4 JOIST 0L WI^ ® 2 2 3 3 0 4 4 4 20 1 1 2 2 Ib 10 2 2 3 3 3 4 4 4 24 1 1 2 2 28 1 2 2 2 2 3 4 4 5 V/ 8 3 3 4 4 5 5 5 5 32 2 2 2 3 3 3 4 5 5 STRUCTURAL SHEATHING 3 4 4 5 b Wv 11 DR BY r~l 24 10 3 3 4 4 5 5 5 6 36 2 2 2 3 E F E F E F E F W -F E F E F E IF C/ / OHKD BY I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 Td2 - 12:12 12 1 1 1 1 2 2 2 2 2 2 3 I SgTUD SPACING MAXIMUM NAIL SPACING FOR bD COMMON NAILS OR 100 2 TABULATED CONNECTION REQUIREMENTS A55UME A BUILDING LOCATED IN EXPOSURE B I 1 1 2 20 1 1 2 2 2 2 3 3 3 SHEATHING LOCATION (INCHES, O.GJ BOX NAILS (INCHES, O.GJ4 = onTE 8/14/13 C7 3 WHEN CEILING J015T5 ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER AND CEILING 24 1 1 2 2 2 2 3 3 4 2 3 3 4 4 12 6 12 6 12 6 12 6 12 b 12 6 12 6 12 6 112 JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 28 1 2 2 2 3 3 4 4 5 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 112 p 3 3 4 5 6 J REVISIONS 4 TO AVOID SPLITTING, NO MORE THAN 2 TOP-MAILS SHALL BE INSTALLED IN EACH 510E OF A RAFTER OR CEILING JOIST 32 2 2 2 3 WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 36 2 2 2 3 24 b 12 b 12 b 12 6 12 6 12 b 122 6 122 b 1122 N I, TABULATED CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE MULTI ED TO BE MULTIPLIED BY 0.70 FOR FRAMING 12 6 12 6 12 6 12 b 12 6 12 6 12 6 12 6 112 PERIMETER Ib b 12 6 12 b 12 6 12 b b 12 b 12 6 122 J¢ an4n3 FOR PERMIT NOT LOCCTEO WITHIN 8 FEET OF BUILDING CORNERS 2. TABULATED RIDGE CONNECTION LOADS A55UME A BUILDING LOCATED IN E i LOCATED IN EXPOSURE B EDGE ZONE 24 6 12 6 12 6 12 6 12 6 122 6 122 6 122 4 1122 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINI TAL UPLIFT MINUS 0.6 OF THE ROOF I- ASSEMBLY DEAD LOAD (0.( X 10 P5F) 4. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON 12" RIDGE STRAP RIDGE 5TRAP SPAGING, FOR DIFFERENT BOARD SHEATHING 0 RIDGE STRAP 5PAGIN6, MULTIPLY THE TABULATED VALUES BY THE APPROF 3Y THE APPROPRIATED MULTIPLIER BELOW RIDGE STRAP 5PAGING (IN) 12 Ib 19.2 24 48 SHEATHIN6 SIZE RAFTER/TRU55 SPAGING MINIMUM NUMBER OF bD COMMON NAILS 48 (INCHES, O.G) OR 100 BOX NAILS PER SUPPORT 7 4.00 IX6 OR IX8 SHEATHING 12-24 2 2 2 2 2 2 2 1 2 FLOOR MULTIPLIER 1.00 1.33 1.60 2.00 4.00 IXIO OR LARGER 5HEATHIN6 12-24 3 3 3 3 3 3 3 3 JOIST END OF THE STRAP IS EQUAL T I AND THE E- NAIL SPAGING AT EL EDGE5 (IN) •;:.y "'p+'~''r~" O JOB NO. 5. WHEN THE TABULATED NUMBER OF NAILS REGUIRED IN EACH END OF THE 5' FRAMING 15 ATTAGHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP 3 RIDGE STRAP AND ADDITIONAL L NAILING FOR INALL PAN F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) iE NUMBER OF 100 COMMON NAILS REQUIRED I ZONE SHEATHING AITHIN 4 FEET OF 13-82 15 NOT REQUIRED z 6. WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 1, IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMB] REQU RMENTS SHALL THE CODRNERS, THE 4 FOOT PERIMETER EDGE BE L' S ,BULATED NUMBER OF 8D COMMON NAILS IN A 2 TABULATED 12 INCH O.G. NAIL SPAGING ASSUMES SHEATHING ATTACHED TO STUD ~ SHEET NO. STEEL 5TRAP, OR THE NUMBER OF 12D BO1X RAILS IN EACH END OF THE COL .ND OF THE DOLLAR TIE NEED NOT EXCEED THE FRAMING MEMBERS WITH G 2 0.49. FOR FRAMING MEMBERS WITH 0.42SG<O 4q, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O,G. TABULATED NUMBER OF IOD BOX NAILS IN[ A STEEL STRAP <AOE 33 STEEL OR EQUIVELENT 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SEGTION DETAILS DETAILS p _ T. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF A5TM A653 GRADE 33 STEEL SE SUBSTITUTED FOR COMMON NAILS. 4 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXF05URE B TYPIGAL TYPICAL WIND UPLIFT GONNEGTIONS M 2 ~ J a