Loading...
HomeMy WebLinkAbout38290-Z �4�gUFFpt,fco Town of Southold Annex 10/1/2013 Gym P.O.Box 1179 y 54375 Main Road oy ,� Southold,New York 11971 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 Aut ed gnatur �SU14c TOWN OF SOUTHOLD OGy BUILDING DEPARTMENT y 2 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#: 38290 Date: 8/28/2013 Permission is hereby granted to: Plaia, Vito & Plaia, Marilyn 162-30 91 st 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.-1-1.3 Pursuant to application dated 8/20/2013 and approved by the Building Inspector. To expire on 2/27/2015. Fees: ACCESSORY $180.00 CO -ACCESSORY BUILDING $50.00 Total: $230.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 - APPLICATION FOIL CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar For new building or new.'use: 1. Final survey of property with accurate-location of all buildings,property lines, streets,and unusual natural or topographic features_ 2, Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form):. 3-. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . S. . Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliauce'from architect or engineer responsible for the building_ .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and."pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or.topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00, Additions to dwelling$50.00,Alterations to dwelling$50:00, Swimming pool $50.00, Accessory buildfng,S50.00, 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 Certifcate of Occupancy- $50-00 5_ Temporary Certificate of Occupancy-Residential $15-00,Commercial $15.00 Date. z0 - r3 New Construction: Old or Pre-existing Building: (check one) Location of Property: ::56G,0V1 S :ti � House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block � ,®® Lot •�®3 Subdivision Filed Map. Lot: Permit No. J����. Date of Permit. Applicant: Health Dept.Approval: '' Underwriters Approval: Planning Board Approval: Request for. Temporary. Certificate Final Certificate: (check one) Fee Submitted: $ [�� �-1 Applicant Signature �� OF SOUr � o 3 �y00UM'1�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE if INSPECTOR FIELD mm nN REPORT DATE COmmml TS FOUNDAVON(IST) --� V ply FOUNDATION(2ND) 'V NM tz ROUGH FRAMING& j PLUNMIN G (� INSULATION PEA N.Y. �H STATE ENERGY CODE FINAL , ADDITIONAL COMMENTS . � m z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIT-,"DING DEPARTMENT Do you have or need the following,before applying? TO N yIALL Board of Health SO UT HOLD,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�� Check Septic Form N.Y.S.D.E.C. ,. Trustees C.O. Application Flood Permit Examined g 120 Single&Separate Storm-Water Assessment Form Contact: Approved Q 20 �3 � ;�� � Mail to: Disapproved a/c I� ll Phone: '�fl��� � Expiration ;20� AUG 20 2013 By ft�%§T§ for 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 Pen-nit 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. (Signa(re of applicant or name, if a corporation) �7 :"3 S Lti!5R (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 A (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. 0— Plumbers License No. /✓ Electricians License No. /✓ . Other Trade's License No. 1. Location of land on which proposed work will be done':''~ .,. , V I Icn-I House Number Street l Hamlet;:�o County Tax Map No. 1000 Section g'j Block Lot . 0 0a Subdivision Filed Map No. Lot f�2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �ror►ap�� 40,d' P 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ©Y?,q �he� (Description) 4. Estimated Cgst Fee (To be paid on filing this application) 5. If dwelling, number' dwelling units Number of dwelling units on each floor If garage, number of ars 6. If business, commercial or ixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structu s, if any: Front Rear Depth Height umber of Stories' Dimensions of same structure wit alterations or additions: Front Rear Depth Heig Number of Stories 8. Dimensions of entire new construction: Fro Rear Depth Height Number o tories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former wner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or ulation? YES NO C l 13. Will lot be re-graded? YES NO ill excess fill be removed from premises? YES NO 14. Names of Owner of premises %s c Qt.►® Address `7 Z5- 3Aco b 5 LvkvQPhone No. -7 l% 3S-6- l Lf I Z— Name of Architect Address Phone No Name of Contractor S► z-0-S Address 72-4 A. Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_ T� k )�9(�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the mew (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. DANIEL TANON Sworn to before me this Notary Public, State of Newyork No. 02TA5060093 day of 0073 20 Qualified in Queens County ommission Expires November 12,2011 Notary Public Signature f pplicant F4,47--T 77777 _ cwsmm •?�� 10-1T-97 r> 01-20-9 6-21-9 -- ivi 07-09-9 w Tao eno 01-05.01 05""0, 'r 10.15.02 j 10.23-02 01.11.0 -;rA 07-29-0 12-19-OS 7 12.29-01 •' y LOA WTCfI l!E 50 ! 1 06-0101-0 �b 2 �f 6-21.0 1.6 70• - FOR PC.NO- 2-27-09 r 2�f 2.6A rryy�47A 1 8 - SEE SEG NO. g ) ,vrrMio 079-07-055 LS a I a / O a ` 26A 1 a 2 Mary co Q3 0 YN -�. iSAfe1 {` J 11.1 10 ZIA AS n f667 - 12 _.# nlEr. 6 d ? °baS ® ?a 26 h s 27 r m '+' "° IJ 5 L14fq 11 d 20 r 1•JAfel SS r J r - MAIM 13.53, -i Cory Crst i 4f $, w 2J d ,� 0 2� "30 1.7A Si (WATER FACLITT SMJ •D I4- _6 vzj a#w '-Q 13.52 II 21.9A NP 13si ' 1 if b dA o m♦� O SO 2f Rd ♦' r °.� JjO '°'�! T6 `b ,• •� 1J.50 LLI e '3'b iS- S ¢ FOR Pf1.fA. m J a .,Q 1) •$ °° °p °^ © ar 1326 J SEE SEC NO. !� �18 '� d '!f and °, OIAaaL•d9FEN SPAM 1328 r 087-06-012.1 "' !S a JAI. b46 a .F W m r m L127 -40 11 a ♦° an n 1]Ji r fS ff°r J).°r 0 9 •.r a A2 nI.q 2.6Afd 1J.J2 F m' m & r 13M ®13.71 w ° 11 15 O d r , a fe = d!2°• e Z��-'�N. ;IJr� JPEEASEry)r F1. 1146 1110 4� n • d fS ate+ a w 113540 eA fo ..s ° W 1J.17 1111 0 LLK xS `a♦� w G6,N52,f o +�A 7fgSEDOf Q.. 1f - x" ss Q 1112 654 PA) SJ .r I. a LL36 61 6Jr 62 61.1 ' +,rr ao I 1116 13.45 1J.11 n ►1 I.. I.lA SI.Jl mI 61.2 60 ' r a SdA 12A 1J.0 flARLfL x i 59 56 '• SS 1.6A OEIENlTa1 UT m s SURVEY OF 0 93 . LOT 1 � F oqv Q�r �� I MAP OF. FE.E•4�F �?T�A 0� i1 D ERFII•DFARNl No. 10596 IFILED MARCH 27, oo1 O j? ass��j a SITUATED �iT �*a�T�' BAYVIEW �S TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK � S.C. TAX No. 1000-88-01-1.3 SCALE 1"= 40' _[�® � o APRIL FEBRUARY 27. 2002REVISED PROPOSED HOUSE Ud O APRIL 14. 2003 REVISED PROPOSED HOUSE O AUGLW 03FSON LOCATION MARCH 0 4 FINAL APRIL S. 2004 RE%6SED SEPTIC SYS. TIES PER S.C.O.H.S. MAY 14. 2004 REVISED SEPTIC SYS. TIE JUNE 9. 2DO4.ADDED PROPOSED POOL Z 0 / JULY 27, 2004- ADDED PROPOSED DECK LOTOf ®a ��� /Jas •' /// ?9!2'• AREA = 43.650.00 sq. ft. 1.002 ac. . • . :• - CERTM 1 T0- 41`s9• _ /� `'//• ,° " ; •• SAFE HARBOR TITLE INSURANCE COMPANY 3 '`1 wIwAM DOLAN In 020 y. MELISSA DOLAN r A {.;•.. rM� .' 4 K'e' • i a !� 1. i;,A00 ZOME WMMIPM TAKTH F1101e MW RATE MAP Me.36MC01" 0 ZORE Wxa.`��ia of SOD-»n=ft AWAa of 100-YFAn nDW wm RMWE •✓r O 'a y 3� • DEPTH OF LESS THM1 1 FOOT OR My"OW"AE AREAT LESS TWN �I D L` • 1 30WW.lJM NO WC•AS—1!!. Ur UMM FROM 100-TTM fLOM '.•' +r S }1 A9,{. �_ , •' / me x WIFAS DC w"-w To OG O f*m wo-ttM RD00P1^ I.CA.H-% REFERE710E Nam.R1d-02-0024 . ,• ,!!`�_-� O' i ALL O►FSM ARC To FOUMAT10N HOUSL y \ SEPTIC SYSTEM M&LSVRSJ(RN= :� O HOUSE CORNER iC NO=Commo l' r •� � s•�pnc TANK sr u• . LEACH" POOL 1 w 33• um n+¢ �W •.� A�� 1EACNMI6 POOL z u• 36' FOR LAND ' �91 ti0 LEAC'1NNc POOL 3 4r• 2L1• cl �' • tAND N.Y.S. Lie. No. 498M �y 7 To TLas Sun[Y 15 A wwAMM of • SECC1M nw OF>NE mw VOW STAY£W..a COPES OFam EIMM= THIS lNP wr SEAAMG Jo eph A. In gM/� o = me camsmew m BE A wu0 TRUE Darr. Land Surveyor OONLY 70 F� �F �� To lVe ,10C ca.wFF•ODV�1N.so1T,E.AT>EMI.Y..o TIN.sw►rje. —saed4iewa, — sL.PYaru — coR.nL+cLbn+-ayq,F WoT1fEOA39�C►=0 77W LENoW Pan- - Woo". cLM mATOOM AM Nor Tw1NTSTu"m PHONE(031)727-.-Zm Fax (331)727-1727 THE OOSTONCE OF ANHR OF wAY3 OFn=L00470 AT M64"ADDF SS ,L110/at E�salwTs aL-eEoocz* tr • ANY, NOT SHOWH ARE NOT A�MALf1lOLA 322 NA*INOILE AVDKJE P.O. Box 1931 R1NE70£AD. Now Yak 11901 RI%Vdmw, N&V Ywk 11901-0988 Add'to far:' t IQW=dart New England Victorian 12X20$8,475.00 - Add to crt -'ViawCart New England Victorian 12X24$9,650.00 - - Kaufold's Country Sheds & Gazebos, Inc' 724 Middle Country Ind Ridge, NY 11961 631-924-1265 L�i't:��f 1't ii!In�Q :`9'7!:`aC f(-• i,?c7.f.�' �;�'. Not responsible for typographical epos or content erros � fodie, AAr - http://sheds—gazebos.com/shopsite sc/store/htmllproductl765.html Page 3 of 3 20' 3x4 S=WALL 161 O.C. 1 ODOR LINE �( O U 09 -- ti 0 (2)2x4;RLATB$ (2)2M MATES I WINDOW a, WINDOW cx, cn U) FL OCR FLAN PoN�p�WN IQs•l.1 a0T YM MAT VARY �.I cppn .ROCI=oploN, kp Fw- ON QW LOAD W FL.00R I"*., !sm P.P.TOTAL. LOAD y WIND d 0a?�10HP14 IIl „,:.. 'TANT NOT • • S dO S. ° o F 8'14(C11IR 16 A Ii0N=P1181:iC, 1#N.81 �p. q U Z �Il;TO .COl�fOR�FiIRTH�'R CL�188ipI0ATIQN. _ U 711t01R:l'I 47�O.•LbCAlMACT LOCAL MWICIPALITYMp ANY OTH9M:, p A o PAMIMG AOF�Ic1'94A 110_JM ODICTION OVER To Pi CL W:P964N OP 81FAI IUF cF-71V plIILDING MAY Ngvlr To.eE. o ° fODIFI�D.TO:Cl7t�DFd'f.TO f.OG;4l;,I�CaUI.ATtON6..TF1�6TRiICTUi� � � � x !p BlCat p TO BUPC'O T TNG GD;dC16 INgIcAT D del?NEAP N M A z CONS.RIDGE VENT-OPTIONAL Z O ASPHALT SHMGLES p 4' 1/2"PLYUD.GUSSET EA -' U 101 PLYUD. FASTENED w/.8d NAILS 12 SIDE OF RAFTER FASTEN w/. ILI •b"O.C.-EDGE SPACING 4 (10)I/1":5/8"CROW STAPLES 14"04,FIELD SPACW% 1 FASTEN EA COLLAR TIE (6)lid RMG SHANK NAILS i • 16"OiC, W rn Z TOP OF WALL g U) z 2x4 DSL.TOP PLATE 18 GA WRRICANE TIE'= a p M FASCIA MAPPED W.ALUM. 6" FASTENER BY SIMPSOTI p O 1x4 COLLAR TIE � < _ SOFFIT Ib"O.C.MAX. N Z) . ..2x4 STUD WALL 916"O.C. io Q Q o W DURA-TEMP FIR allS SIDMG OR OR' 2x4 PLATE Q OR YMYL SIDING Z CC W 5/8"PLYW.FASTENED w/. Sd NAILS+12"O.C.-EDGE SPACNG Q /24"O.C.FIELD SPACMG OVER ( 5 FM.MR. 2x4 FLOOR JOISTS•12"O.C. P.T.44 FOUNDATION BEAMS 0 35" 33 3/4" 33 3/4" w p = tY � SECTION o � SCALE. 30'a I'-W Z w Z- 4?AL NOTES: O ►� O z U jj L DRIP EDGE AT ALL ROOF EDGER FOR LEAK-FREE U p - U C.3UALITY FINISH o Q 2.OVERHANG•FLUSH ON GABLES 0 3.FMISHED SOFFIT ON ALL BUILDMGS N ti C4 TO GRADE Z • 12" F 12" O off O Iy - --- - 51 111 Z 0) T FASTENDER BY SIMPSON ¢ Z 18 GA. MODEL GSIS-R c - d 0 0 5, O UQ O 5 F- ~ � 51 Q W H FOOTINGS SCALE: 3/8"= 1'-0" CiENERAL NO7E9: 1. FOOTINGS WILL BE FORMED Lo IN 12 INCH QUIKRETE OR SONATUBE BUILDING FORMS W o 2 � 2. SIMPSON STRONG TIES } >' WILL BE INSERTED INTO U � T Z CEMENT FOOTINGS WHEN Z m = � FORMED, p 0 } 3-SIMPSON STRONG TIES U 0 w z WILL BE SECURED TO 4X4 z 0 L FOUNDATION BEAMS USING Q0. STS STRUCTUAL STAINL 0 ESS 0 STEEL SCREWS N ti . t -1 gl.l.IiC6l, 9�7?1L:lll gill'+ ll+1Jl:ti414 11�11 L^ !ll i�CC'u Palgt.Cf'l. ,4"• . y '� •!„�� !K 11E'1 t x t sii; rri�f,sr(+' �� � •� 4.S11L':1' Cl- I.F.i• _ cllU>r 6( t"'" r•.. • ,` '� _ ,- • I<1( -I'LIti �lil 1's4 tlllt C,' 176 ri .Ik-1519"IYU'-11' `.�-�-,. - .. 'i. 7. 97r.:f r•:. .I kltarllMlfur It 1. ,+� 7, �•• x t to ptis .rue es, �ILti II4Af Itr ifs iT'I. � � � Ij t -- �� � •:�'�` ti nG4fsj S'l Illf: , IV IPLP'1'I.GI41.1l�� J y{! + -'-e,,•' .,... - ('l.!. k,2 `` i. 4 ,�..•� -"'-"'�- ter` ��� ;. r SV Ift'L.wti',G'.111�".41.+--1. ' ! - � - r. '�.. ,,;.»• r -_� ... ' ;• k� +�liilll. 5l t.�I s.'eti� :PF. i -�.. �1 �..«�_.. �--� {; - �_ �.,.� �°._,� G +� d .,.� J:tkJ Stii11S3� �1�1'•"�7 y I tfe Vyi: l+l c atillal <i•��zll f is � G'Ir�'"*ti ,, !t- .t'1.`!l,�1,� 1 .. . li�• �`� !''�til k�"G I41. '`I"l,C> 1'k'1.�;. �14.},. �..In � #if 5•i1 fii : r�� !�''�i�: i�:x tP;tt 4tc; tit 10Air::-lrA41 1 '.;il. tltl `' '<1 at�l., ,_.�....�.,..,� - - �,.r r<�. ,... .�.:.s.�,. „�- :..-.,:•a.-�.. .-.. 191,'°t14171 i'r':.�" Vl.tii:' 1a11t 111';,':tt afL.+.: I'I bli. yx16�tll'IG:It`- . �was�t►r�c.�'e�ceLfed mild aii*n BCa,�s 41Gs�' r t ffs VY •� G {4_ _. t1 .� 1 4 i�ik I d' iri 1 t"+ t4l►' a fDO .I Qk alkirI i;,tl 't 1 I Zf I E11� 'f!7 ret l' tt tCy L' _ __•_ _�. - s���1+ �'6lff5 T!-,CfT nLl i i�Ixtl.G�" �+ Lt�f' to li I�x tCfTSi � tl� ;.� -"-^-^"-^----z.,.-•-•- _..-.. -r-. - 1 al s;c ii t li.-t 1'F ,� ',i t` lit iiil 3;tr��a1 Fln4 S'+r1�i...'1d'sfts�i KAUFOLD'S GIVES YOU THE MAXIMUM VALUE STANDARD FEATURES FOR BACKYARD & NEW ENGLAND SERIES 30 Year architectural 16"O.C.Double gusseted roof '/z"C.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 ventilation aluminum or Vinyl i Aluminum Jalousie Full 2x4 window(s)with screen Kiln dried stud &shutter(s),or choose B8+/2' walls 16"O.C. optional windows. Custom placement atv I no additional charge. iced Double Doors L Full 2x4 sill wi Latex/acrylic exterior pain painte oth sides, th � plates on all locking a four sides in your choice of 13 colors ESSURE TREATED -PRESSURE-TREATED floor Joists i 6 O C. 5 ply plywood floor,secured PRESSURE-TREATED.4x4 Duratemp® with ring shank.nalls foundation beams3 on 8%5 5/8"Ti 1}Fir:61ding or choose l on i0"&12'=and 7 on 14'wide Vinyl Siding:over 112"Plywood Jacks&headers in all door framing to meet all State Building Codes Kautold's Duratemp® 5/8" T1-11 Fir Siding: •. Endures all temperatures and weather without cracking, splitting or checking • No boat patches • • hammer marks Keeps its paint at least twice as long,Hs OSB on wads&roof&w dents r518 5ply exterior.plywood floor. The Vinyl Classic Special:Similar to The Vinyl Capto i i The Economy Barn: Light yet looks Siding. Roof and dooBs are equal toThe M ni Barn.�'x18 with 2"x4", 16" O.C. construction and i'/Z T1-11 Duratemp0 g Maintenance Free 4" Dutch-Lap Vinyl Siding comes 1 ed is installed over I/ an alesigner colors. Theuminum (available inl9complement complementing colo sDcr alt- Wood Sheathing. Every piece of exterior wood is pp Hung Window(s) are included plus standard features described above. ing a No Paint structure. Aluminum Double -=- 4 x 4 Foundation Beam Spacing C ilk ham; 8'Wide Building ( 34 Quaker 34" " I � Cape Cod 10'Wide Building ri 22.75'-7 34.25" 34.25" 22.75" 12'Wide Building ., 33" 33" 34.25" 34.25 ll - r Dutch Barn ' Mini Barn D U BU I LD I NO DEPARTMENT NOTES - SEISMIC SiUBJEGT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR FREEZING INC SNOW DATA WIND DATA DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX TEMP. REQUIRED JACOID 120 MPH G WEATHERING - SEVERE II SUFFOLK WITHIN 2'-0" OF YE5 RIVERHEAD - 510 O 725 D NT�::9W YGTDTF GROUND SNOW EAVES AN7 =9 9 LOAD 20 TERRAIN EXPOSURE B FR05T DEPTH - 36" SNOW EXPOSURE WIND BORNE DEBRIS TERMITE - MOD TO HEAVY (� THIS PROJECT CONIF-ORMS TO THE 2040 RESIDENTIAL CODE OF THE STATE OF NEW YORK B AREA DECAY - 5LIGHT TO MOD U 1 O GONSTRUGTI ON NOTES 1.0 PARTIALLY I EXPOSED ROOF vn SEE DETAIL SHEETS FOR NAILING SCHEDULES AND STRAPPING DETAILS Lu GENERAL CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK z THE CONTRACTOR SHALL COMPLY WITH ALL &ON5TRUCTION DOCUMENTS. CONTRACTOR SHALL BE SAFETY GLASS REQUIREMENTS PER R30&.4 I I I PROPERLY CERTIFIED AND LICENSED FOR TH15 PROJECT. I�If-II SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS, NOTES SEE DRAWINGS PROVIDED BY SHED MANUFACTURE FOR ALL -� DO NOT SCALE ORAWING5. FOLLOW DIMENSIONS A5 SHOWN ON DRAWINGS. I. ANY GLAZING IN ANY DOOR TYPE SCOPE OF THIS WORK 15 INDICATED ON THE DIRAWINGS AND THESE NOTES. 2. GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB,SAUNA OR STEAM ROOM.* ADDTIONAL INFORMATION T CONTRACTOR SHALL OBTAIN AND PAY ALL FEES,PERMITS,DEPOSITS FOR UTILITIES REQUIRED FOR THE 3.ANY WINDOWS WITHIN 24" OF A DOOR.* v ' 4. ANY INDIVIDUAL PANE OF &LASS WITH AN AREA GREATER THAN a.0 50. FT.WHERE THE BOTTOM 15 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS (OI_OII PROJECT EXCEPT FOR THE BUILDING PERMIT. LESS THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 56" OF THE WINDOW. WORK SHALL CONFORM TO ALL RULES AND REG1ILATIONS OF APPROPRIATE AGENCIES HAVING 5.GLAZING IN WALL5 OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-0' OF THE WATER.# (TABLE R301.1) O JURISDICTION b. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE." CONTRACTOR SHALL REMOVE ALL CON5TRUCTfION DEBRIS FROM THE JOB 51TE AND LEAVE THE FACILITY IN * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN 60' ABOVE THE STRUCTURAL MEMBER ALLOWABLE DEFLECTION �J A BROOM GLEAN CONDITION. ALL GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF FLOOR. CONSTRUCTION.ANY PAINT SPECS AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED RAFTER5 HAVING SLOPES GREATER THAN 3112 L/180 SURFACES ASPHALT ROOF SHINGLE NOTES WITH NO FINISHED CEILING ATTACKED TO RAFTERS TH15 BUILDING 15 LOCATED IN A 120 MPH WINDI ZONE AND 15 DESIGNED IN ACCORDANCE WITH THE 2010 ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTER1AGKfNG AND SHALL u ' RESIDENTIAL CODE OF NEW YORK STATE AND THE WOOD FRAME CONSTRUCTION MANUEL-WFGM 2001 COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR D-3462 INTERIOR WALLS AND PARTITIONS - WI80 N EDITION SITE WORK: CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN ALL FA5 T ENER5 FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS,ALUMINUM,OR FLOORS AND PLASTERED CEILING°5 L/360 2 SAND TO ELEVATION OF BOTTOM NS SLAB. 5U)AREA MATERIAL MAY BE USED FOR FILL OF LANDSCAPED COPPER ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" PIA. SAND AREAS OF THE ELEVATION FILL BROUGHT TO THIS 511TE SHALL BE NON CONTAMINATED 501L. HEAD,AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE SHEATHING. ALL OTHER STRUCTURAL MEMBER5i L/240 A-I ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE � � -� "' LU Z I CONCRETE MANUFACTURER. EXTERIOR WALL5 WITH PLATER OR STUCCO FIN15H H/360 / \ ALL FOUNDATION WALL5 AND FOOTINGS SHALL BE CAST ON SOLID APPROVED BEARING SOIL,SEE CHART ( 1 I-T) L:• WITH A MINIMUM DEPTH OF 3'-0" BELOW GRADE.SOIL SHALL BE UNDISTURBED VIRGIN SOIL FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LESS THAN FOUR (4) FASTENERS PER STRIP SHINGLE OR TWO(2) FASTENERS PER INDIVIDUAL 5HINGLE. EXTERIOR WALL5-WIND LOADS WI1TH BRITTLE FINISHES V240 LuQw� ALL FOUNDATION WALL5 AND FTG5 SHALL BE POURED CONCRETE _ _ Z TH15 PROJECT HA5 2,000 PSF LOAD BEARING PRESSURE ASPHALT STRIP SHIN6LE5 SHALL HAVE A MINIMUM OF SIX (b) FASTENERS PER SHINGLE WHERE THE EAVE IS EXTERIOR WALL5-1-4IND LOADS WI1TH FLEXIBLE FINI5HE5 V120 _ 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. 1 1 SHED +� < TABLE R401.4.1 A MISCELLANEOUS AN L CONSTRUCTION NOTES NOTE: L = SPAN LENGTH, H = 5PA1H HEIGHT O " _� W-OI, PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS N 3 O X6 8 'n Q W 0 a ALL G01 �RETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGf-301-q6 A. THE WIND LOAD SHALL BE PERM11TTED TO BE TAKEN AS Ol TIMES THE COMPONENT AND U' LOAD-IBEARING PRESSURE "5PEGIFICATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO CLADDING LOAD FOR THE PURPK75E OF THE DETERMINING DEFLECTION LIMITS HEREIN. B. FOR CANTILEVER MEMBERS, L 5HA�LL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER, ~ GLASS OF MATERIAL (POUND)5 PER SQUARE FOOT) A5TM A-615 GRADE 60 ~Z < C. FOR ALUMINUM STRUCTURAL M[EMBER5 OR PANELS USED IN ROOFS OR WALL5 OF CRYSTALLINE BEDRODK 12p00 ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AI50 "51PEGIFIGATION5 FOR DESIGN, 5UNROOM5 ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLA55 OR 5ANDWIGH \ wQ SEDIMENTARY AND FOLIATED ROCK 4p00 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR MILDING5'. STEEL SHALL CONFORM TO ASTM PANELS,THE TOTAL LOAD DEFLE(TION SHALL NOT EXCEED VbO. FOR SANDWICH PANELS A-512(GRADE 50) AND A-Sol USED IN ROOFS OR WALL5 OF 5UNNROOM ADDITIONS OR PATIO GONERS,THE TOTAL LOAD SHED -3 111 SANDY GRAVEL AND OR GRAVEL 3p00 D��L�GTI ON SH-IALL NOT �XG��D L/I 20. A-1 LLJ (ON AND GP) ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC, AND UNDERWRITERS LABORATORY 1I I REQUIREMENTSSAND,SILTY S ,CLAYEY SAND, . U-I W SILTY GRAVELAND AND CLAYEY GRAVEL ~ (SW,SP,SM,SGoMoG) 21000 PRE-FABRICATED FIREPLACES AND FLUES SHALL BE UL APPROVED. 1 CLAY,SANDY CLAY,SILTY CLAY, INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND CLAYEY SILT,SILT AND SANDY SILT 1,500 B LOCAL CODE REQUIREMENTS. (CL, ML,MH AND CH) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH FOR 51: I POUND PER SQUARE FOOT = 0.047q KN/M' THE CONTRACT DOCUMENTS. ' ..t 4 LU J J A. WHEN 501L TE5T5 ARE REQUIRED BY 5EGTICON R401.4,THE ALLOWABLE BEARING CAPACITIES OF THE 501L SHALL BE PART OF THE REGOMMENDATICONS AI I H N DETAILS R TRAPIN6 M13 RS '�v rl LNG SCHEDULE AND DE A LS FOR 5 ME E � � ' . z-I B. WHERE IN PLACE 501LS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 P5F ARE LIKELY WOOD FRAME GONSTRUGTION MANUAL - 2001 EDITION CP CA TO BE PRESENT AT THE SITE,THE ALLOWABLE'. BEARING CAPACITY SHALL BE DETERMINED BY A SOILS FOLLOW WIND DESIGN I10 MPH REQUIREMENTS Z INVE5T1GAr1oN DESIGN GALGULATIONS © ,© ti SECTION I Q �B jo TABLE R402.2 W SGALE: = 1/4"R301.2.2.2.1 WEIGHTS OF MATERIALS = I'-O" A-I AVERAOE DEAD LOADS SHALL NOT EXCEED 15 P5F FOR ROOFS/CEILING A55EMBLIE5 OR 10 P5F FOR '� p SHED FLOOR PLAN Q y�z MINIMUM SPECIFIED COMPRESSIVE STRENGTH CONCRETE FLOOR A55EMBLIE5, EXCEPT A5 FURTHER LIMITED BY SECTION R301.2.2 DEAD LOADS FOR 07- WALL5 ABOVE GRADE SHALL NOT EXCEED: p © O „ _ „ SEE 5HED MANUFAGTURE5 PRANIN65 W Q TYPE OR LOCATIONS OF MINIMUM SPECIFIED COMPRESSIVE STRENGTHA(F'c) 1. FIFTEEN PSF FOR EXTERIOR LIE�HT-FRAME WOOD WALLS. ,� OO © O SGALE: = 1/4 I -O FOR ALL ADDITIONAL INFO. Q_O�Cl CONCRETE CONSTRUCTION 2. FOURTEEN P5F FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. NEGLIGIBLE MODERATE SEVERE 5. TEN PSF• FOR INTERIOR LIGHT FRAME WOOD WALLS. G 4. FIVE P5F FOR INTERIOR LIGHT FRAME GOLD-FORMED STEEL WALL5. 1,�' a SEE SHED MANUFAGTURE5 DRAWINGS BASEMENT HALLS, FOUNDATIONS AND OTHER: 2500 2500 2500 5. EIGHTY PSF FOR 8-INGf-1-TI-TICK MASONiZY 1NALLS. FOR ALL ADDITIONAL INFO. CONCRETE NOT EXPOSED TO THE WEATHER 6. EIGHTY-FIVE P5F FOR 6-INCH-THICK GONGRETE WALL5. p BASEMENT 5LAB5 AND INTERIOR SLAB5 ON 2500 2,500 2,500C EXGEFTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 P5F SHALL BE s s GRADE,EXCEPT GARAGE FLOOR SLABS PERM'TTED PROVIDED THE WALL BRAGING AMOUNTS IN GHAPTER 6 ARE d BASEMENT HALLS, FOUNDATION WALL5, D INCREASED IN ACCORDANCE 1N1TH TABLE EXTERIOR WALL5 AND OTHER VERTICAL 2 500 3A00 3pOOD © Z CONCRETE WORK EXPOSED TO THE FATHER: NOTE: Z IS MEASURED AS A �(�, G pRF�D PORCHES,CARPORT SLABS AND STEPS p� pE N'iINIMUM UNIFORM DISTRIBUTED DESIGN LOADS �I HORIZONTAL PROJECTION ON :•. EXPOSED TO THE WEATHER AND GARAGE 2500 3p00 3500 (TABLE R301.5) IN POUNDS PER 5OUARE FOOT 5 THE BUILDING ROOF AND g FLOOR 5LAB5 ® WALL5. I�� FOR 51: I POUND PER SQUARE INCH = 6.b95 KIPA USE LIVE LOAD y PLYI�IOOD NAILED TO ® s EACH RAFTER ON BOTH �,� R� A. AT 28 DAYS P51 ATTICS WITH LIMITED STORAGE G'H 20 PSF 5 as B.SEE TABLE R301.2(I) FOR WEATHERING POTENTIAL 51 DE5 G. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ATTICS WITHOUT STORAGE B 10 PSF CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN AGGORDANGE WITH FOOTNOTE D DEGKSE 40 PSF ® 5 + + SIMPSON LSTA15 D. CONCRETE SHALL BE AIR ENTRANED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) + + + + + + WITH I.:-IOD NAILS SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN -7 PERCENT EXTERIOR BALCONIES b0 P5F y + + + E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT RAFTER FIRST ESCAPES 40 P5F WOOD FRAMING D ALL JOISTS, BEAMS,RAFTERS AND OTHER LuHBER,SHALL BE CONSTRUCTION GRADE # 2, DOUG-FIR-LARCH, GUARDRAILS AND HANDRAILS 200 P51 FB=bl5 P.5.1.,OR APPROVED EQUAL,EXCEPT,WHERE SPECIFIED OTHERWISE. PROVIDE 5TRUGTURAL F Thlf21� C�15T 65Fq_o_l 100 110 120 130 140 150 DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. GUARDRAILS IN-FILL COMPONENTS 50 PSI WNC77(M SILLS AND ALL WOOD IN CONTACT WITH THE CONCRETE SHALL BE TREATED LUMBER AGO GRADE #2, PASSENGER VEHICLE GARAGES A 50 P5FA G?UAL SLOP ROOF /� 0 ° SOUTHERN PINE,FB=815 P.5.1. OR APPROVED IEQUAL T1 NTH LOCAMON' 5UCTrION PRESSURE (P5F)2 DETAIL ° o ROOMS OTHER THAN SLEEPING ROOMS 40 P5F 2 0 ANY FLASHING IN CONTACT WITH AGQ TREATED LUMBER MUST BE COPPER COATED, 5TAINLE55 STEEL OR 36. 41.6 2 A-I SLEEPING ROOMS 30 PSF ZONE 1 15.4 15.0 0.5 22.4 26.6 51.2 SCALE: = 3/4" = I'-O" ° DOUBLE DIPPED GALVANIZED ZONE 2 25.8 28.q 35.11 43.2 51,4 60.4 '10,0 80,4 APPROVED A�, 1%'O I EQ GLEARANGEs WOOD FRAMING SHALL BE AT LEAST B" ABOVE ADJACENT GRADE. STAIRS 40 P5F�' HEADERS: 2 - 2"XIO" UNLE55 SPECIFIED OTHEERWISE. IN BEARING HALLS, HEADERS SHALL REST ON ZONE 3 33cl 4�.0 45. 50.1 55.5 18.q q1.5 105.0 ZONE 3 OVERHANG 41.a 4'f.0 58.0 '10.1 83.5 q8.0 113.E 130.4 0 :TE' ��' a.P. � ��sy��-• DOUBLE STUDS,EACH SIDE. FOR 51: 1 POUND PER SQUARE FOOT=0.04-7q KN/M,21 50 INGH=b45 MM? I POUND=4.45 N. ZONE 4 1 14.5 16.2 20.1 11 24.3 1 28.-I 33A 3q.3 45.1 00 r SUPPORTS: PROVIDE STRUCTURAL SUPPORTSi BELOW EACH P05T OR STRUT A5 REQUIRED. A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD BRIDGING: WOOD OR METAL ,b'-O" D.G. MAXCIMUM;2 NAILS PER END. INSTALL PER MANUFACTURES APPLIED OVER A 20-50UARE-INCH AREA. ZONE 5 I T.9 20.1 . 24.8 30.0 35b 41.8 48.5 55.'1 B. APPLIES TO ATTIC 5PAGES MEETING THE REQUIREMENTS IN SECTION R802.4.1 FOR 0 NOTIFY BUILDING Dt (', ,: '' ' SPECIFICATIONS CONVENTIONAL CEILING JOISTS AND SECTION Rb02.101 FOR TRU55E5. ATTICS WITHOUT I. THE DIMENSION, Z, 15 MEASURED A5 109% OF THE MINIMUM BUILDING DIMENSION, 765-1802 8 AF:1 TO 4 f'; ( U BUT NOT LESS THAN 3 FEET. 1 STORAGE ARE TH05E WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER IS FOLLOWING INSPECTIU*J') PARTITIONS: PROVIDE DOUBLE JOISTS UNDER: PARTITIONS PARALLEL TO JOISTS UNLE55 INDICATED TO BE LE55 THAN 42 INGHE5,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRU55E5 WITH 2. TABULATED FRAMING LOAD5 ASSUME ,A BUILDING LOCATED IN EXPOSURE B MORE.PROVIDE DOUBLE JOI5T5 UNDER BATHITUB5. THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH WITH A MEAN ROOF HEIGHT OF 33 FEE:T. FOR BUILDINGS LOCATED IN OTHER 1. FOUNDATION -TWC BY 2 FEET WIDE,OR GREATER, LOCATED WITHIN THE PLANE OF THE TRU55. FOR ATTICS EXP05URE5, THE TABULATED VALUES E+HALL BE MULTIPLIED BY THE FOR POURED COI,.-I•- - EXTERIOR CORNERS, 3-2'*4". INTERIOR CORNERS 3-2'*4" EXTERIOR WALLS: 2"*4", 16' D.G. INTERIOR WITHOUT STORAGE, TH15 LIVE LOAD NEED NOT BE A55UMED TO ACT CONCURRENTLY WITH .' WALL5 2"x4',Ib' o.c. UNLE55 OTHERWISE NOTED ANY OTHE i� L t 1/E= LOAD RE=G�U I i�E=ME=NTS. APPROPRIATE ADJUSTMENT FACTOR IPN TABLE I.I SIMPSON STRONG-TI� ROUGH FR. EL G.F' ' • " OPENINGS: DOUBLE WOOD FRAMING SHALL B5E PROVIDED AROUND OPENINGS IN WALL5, FLOORS,CEILINGS, C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE H2 AT STUDS STRAPPING. EIECTr��=•A_ LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF A 4 SQUARE ROOF AND MALL SHEATHING SUCTION LOADS ?. INSULATION ROOFS, etc. INCHES, WHIGHE\/ER PRODUCES THE GREATER STRESSES r ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE P. A SIN3LE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. NOT TO SCALE 51MP`50N 0520 4 FINAL-CONSTRUCTiC.': �• � c% � v ' MUST BE COMPLE-TE f AMERICAN PLYWOOD ASSOCIATION (APA) E. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR Y4ALL5 COIL STRAP 1 X20 AL ONSTRUCTION SHAH I.' :7 ALL METAL J015T HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT F. GUARD IN-FILL COMPONENTS(ALL TH05E EXCEPT THE HANDRAIL,BALUSTERS AND PANEL _ GAUGE STRAP AT � U M S r T'ir_ CONNECTING POINTS. INSTALLATIONS BE BY 'TEGO CONNECTORS AND 51MP50N OR APPROVED EQUAL. THEY FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF Q (, ' EVERY GONG FTG Q CLIENT PLAZA SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPEGIFICATIONI5 AND RECOMMENDATIONS 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ROOF FRAMING N YORr STA -. N ")''` L1 ACT CONGURRE`.NTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. 0520 GOIIL STRAP (UPLIFT CONNECTOR - 0 0 ESIGN R C J' TIO v ckr AND THE 2010 RESIDENTIAL CODE OF NEW YOORK STATE G. APPLIE5 TO ATTIC 5PAGES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE DOUBLE TOP PLATE TYPICAL /AT ALL KING STUD TO TOP PLATE �� DATE DOOR AND WINDOW HEADER ° ° WATER RUPIOFF � B. SEE SECTION R802.4.2 FOR CONVENTIONAL CEILING JOISTS AND SECTION GONNEGTI(ON5) 12" MIN. BEARING ON STUDS FASTENING SCHEDULE BETA � � � DOORS AND WINDOWS RbO,2.10.6 FOR TRUSSES. FOR ATTIG5 WITH LIMITED 5TORA6E AND 6ON5TRUGTED WITH WINDOWS AND EXTERIOR DOORS SHALL BE A'•DEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE URATOM ALL STRAhPPING TO BE INSTALLED Ib O.G. CHORD OF NOT LE55 THAN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION UNLE55 OT1'HERWISE NOTED. A CONTINUOUS ROUGH OPENING 60RD N E NTH HOOD FORRAM WINDOW 0 OF THPURS CHAPTER b W AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED.ALL WINDOWS TO BE ANDERSON CONTAINING A RECTANGLE 42 INGHE5 HIGH OR GREATER BY 2 FEET WIDE OPEWNG5(IN ACGORDANGE WITH WooD FRAME O OF TFi WN CODE. DRYJN BY SG OR GREATER, LOCATED WITHIN THE PLANE OF THE TRU55. THE RECTANGLE SHALL CONNECTED PATH MUST BE PROVIDED FROM coNSTRucrION MANUAL tool EDITIow < 0 OR EQUAL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRU55 THE STUD 'TO THE GIRDER BELOW. ALL STRAP ;v O 0 0 0 0 ONLY IN W B B WIND BORNE DEBRIS AREA-SEE GHA�RT AOVE: MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET. STOCK NUWBERS SHOWN ARE FROM "SIMPSON NOTATION A B c D E F d GHKDSY FURNISH AND PLACE IN THE STORAGE ROOM, PAINTED WOOD STRUCTURAL PANELS,-1/I6" MIN I. THE ATTIC, AREA 15 ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN FADER. ROUGH OPERIN&S ' 0 ~ THICKNESS WITH A MAXIMUM SPAN OF e3 FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS 1 STRONG T'IE CONNECTORS" HALL BE PRECUT TO COVER THE GLAZIED OPENINGS WITH 2-I/2" #6 SCREWS, 16" O. G. FOR 5PAN5 < 4 AGGORDANGE 1�11 TI-+ SE:GT I ON 80?.I; AN1� SIMPSON H2 4'-0' 2 (1)2'x a• I I I I a 0 0 DATE 8/14/13 2. THE TRUSS SHALL HAVE A BOTTOM GHORD PITCH LE55 THAN 2:12. C520 GOIIL 5TRAP (UPLIFT CONNECTOR - a'-o a (1)�•x a• s a 2 ° `.� CONNECTOR AT e ' o ,� : � � FT, 12" O.G. FOR SPANS< 6 FT.,AND q" O.G. FOR SPANS< b FT. AT ALL WINDOWS. H.ATTIC 5PAGE5 SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM TYPICAL %'AT ALL HEADER TO JACK b'o• (2)2"x a" 0 0 `-4.1 J REV1510% LI\/E LOAl7 SPE=GIFIE 1� FOR SLE EPINC� ROOMS EACH RAFTER AND STUD (TYPICAL) GONNECTI(ONS) 12" MIN. BEARING ON STUDS b OR 3 3 3 3 a a. J 8/14/13 FOR PERMIT G520 GOIIL STRAP (UPLIFT CONNECTOR - (u�•x b• ' KIN TYPICAL /AT ALL STUD TO BOTTOM PLATE e'-O' (2)2"x 4" ° Q STUD - - • . - DESIGN NOTES: NO UPLIFT AND RIM .JOIST CONNECTIONS) 12" MIN. la-o• Io (2)2"x e• 4 a a 4 °. O ENERGY NOTES CONNECTOR BEARING(ON STUDS I.WOOD FRAMED FLOORS, WALL5 AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER(PERMEANGE REQUIRE SIMP50N CC520 COIL STRAP la"X20 GAUGE 12 0• I2 (�)2"x b• 5 a 5 a d (�" DIA POURED SIMPSON STRONG-TIE ~ RATING OF M PERM) INSTALLED ON THE ILING IN WINTER" SIDE OF THERMAL INSULATION. IT �r STRAP EWBEDDED 12-1/2" MINIMUM INTO NOTATION. GONG FTG. H3 AT NO STUD = 2. WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATING OF 0.3 GFM PER SQUARE i I I I I I I A-NUMBER OF btl NAILS*EACH END OF 9TRAPPINGS(TABLE FOOT OF WINDOW AREA. SWINGING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATE OF 0.5 GFM PER GONGRETI, AT EVERY GONG FOOTING. NU PAGE 1ST ! TABLE bA N FLAT 516) SEE B-NUMBER OF SILL 5TUD5-ON FLAT(DOES N07 APPLY TO MANU-AGTURERS 7"" I I I I I I I I . I (TYPICAL AT CORNERS OF BUILDING, AT DOORS)(TABLES 5258,PAGE 145 t DETAIL � SQUARE FOOT OF DOOR AREA. I I ENDS OF ;SHEAR WALLS, AND EACH SIDE OF Cl-NUMBER OP PULL HEIGHT KING 5TUD5•EACH 510E OP c- 3. ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALL SIDE DOOR OR WINDOW OPENINGS OF 6-O" HEADER(TABLES5.2W,PASE 195 PLAN NUMBER OF Ibd NAILS, DETAIL 3 FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX.AIR LEAKAGE OF 20 GFM. ALL FIREPLACES WIDTH OR:MORE) D KING STUD TO END OP HEADER a EACH 5�e(TABLE, 4 SCALE: = 3/4" = I'-0" U JOB NO. A-1 SHALL HAVE TIGHT- FITTING NON-COMBUSTIBLE DOORS. .1 r 4. THE CONTRACTOR SHALL SUBMIT THE DE5116N,51ZE AND TYPE OF MECHANICAL 5Y5TEM5 WHICH WILL BE PAGE 1ST) . (TABLE v PAGE 316) USED, IN SUFFICIENT DETAIL,A5 REQUIRED BY THE BUILDING DEPARTMENT. E-NUMBER 5.JACK 5TUD5 EACH END B HEADERS SCALE: = 3/4" = I'-O" A-I 1 ,5-8?2 5. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHEIT. I I (TABLES F 16d PAGE EN ASSUME DOUBLE HEADER F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT 6. ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. F RAM I NCB AND UPLIFT JACK STUDS TO END OF SILL(S)APPLY To DooRs)(TABLES55Z,PAGES I5T1 O EACH 510E(DOES NOT(TABLE bA, T NO. Z T HVAG CONTRACTOR SHALL VERIFY HEAT LO55 CALCULATIONS. 3b PAGE 316) CONNECTION FOR WINDOW AND DOOR OPENING NOT TO SCALE J J Q w TABLE 3.4B TABLE 3.qA NA I L I NC SGHEDULE AND DETAILS FOR STRAP I NO MEMBERS TABLE 3.1 UPLIFT STRAP CONNECTION REQUIREMENT5 - EXP05URE B (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/CEILING J015T HEEL JOINT CONNECTION REQUIREMENTS HOOD FRAME GONSTRUGTION MANUAL - 2001 EDITION - NAILING SCHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3P) FOLLON N I ND DESIGN 110 MPH REQUIREMENTS NUMBER OF NUMBER OF DEAD LOAD A55UMPT►ON: ROOF/CEILING ASSEMBLY DL = 15 P5F JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING DEAD LOAD ASSUMPTIONS:RODF ASSEMBLY DL=IOPSF B (ROOF FRAMING THREE SECOND GUST WIND SPEED (mph) 85 qO 100 110 120 00 140 150 ROOF LIVE LOAD GROUND SNOW LOAD HOOD NA I L I NO REQUIREMENTS 20 P5F 30 PSF 50 PSF '10 PSF SEE SGHEOULES FOR ALL NAILING REQUIREMENTS �] RAFTER TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS GO I L STRAY NAILING REQUIREMENTS - FRAMING SPACING (IN) ROOF SPAN (FT) IN EACH END OF I I/4" X �10 GAGE STRAPI•2�p ROOF SPAN (FT) CEILING J015T TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER J015T 12 1 1 1 2 2 2 3 3 12 24 36 1 12 24 36 1 12 1 24 36 1 12 1 24 36 ALL 5TRAPP I N( TO BE 1 1/4" X 20 (AU(E STL 16 I 1 1 2 2 3 3 3 RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF I6D COMMON OR 400 "S I MPSON" EQUIVALENT - G520 (GO I LED STRAP) CEILING JOIST PARALLEL RAFTER (FACIE NAILED) SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP 20 1 1 2 2 2 3 3 4 12 24 I I 2 2 3 3 4 4 (IN) BOX NAILS PER HEEL JOINT GONNEG •�TIONI.2.3.4� qA SEE TABLE 3PA EACH LAP 2b 1 I 2 2 3 4 4 5 3:12 12 4 'i 10 4 8 12 b II 1'7 8 15 22 � CEILING JOIST LAPS OVER PARTITIONS (PAGE NAILED) SEE TABLE 3. O `` �� 32 I I 2 3 3 4 5 5 Ib 5 q 13 5 10 15 8 15 22 10 20 2q V DOLLAR TIE TO RAFTER (FACE NAILED)' SEE TABLE 3.6A SEE TABLE 3.6A PER TIE 36 1 2 2 3 3 4 5 6 Iq.2 6 II Ib 6 12 18 q 18 2-7 12 24 35 GROSS SEGTI ON END VI EN Fff__1 1 1 2 2 02 3 3 4 24 '7 13 ICI 8 15 23 II 22 33 15 2q 44 Lu BLOCKING TO RAFTER (TOE-NAILED) 2-80 COMMON 2-100 COMMON EACH END Ib I 1 2 2 3 3 4 4 20 1 1 2 2 3 4 4 5 4:12 12 3 5 8 3 b q 5 q 13 b II Il R T RAFTER END-NAILED) 2-IbD COMMON 2-IbD GOMMON EACH END Ib 24 1 2 2 3 3 4 5 b 16 4 7 10 4 8 12 6 II 17 8 15 22 RIM BOA D O ( 28 I 2 2 3 4 5 5 b 1q.2 4 8 12 5 q 14 7 14 2C q IS 2-7 -••1 32 1 2 2 3 4 5 6 '7 24 5 10 15 6 12 1'7 q 1"1 25 II 22 33 HALL FRAMING 36 2 2 3 4 4 6 -7 8 0°° � 12 I I 2 2 3 3 4 4 5:12 12 3 4 b 3 5 -74 'i 10 5 q 14 GEI CD TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-I6DICOMMON 2-1601COMMON PER FOOT I6 1q 1 1 2 2 3 4 4 5 Ib 3 b 8 3 b II 5 II 14 6 12 JOIST o 0 20 I 2 2 3 4 4 5 b .2 4 -7 10 4 8 II b II I6 '7 14 21 •� O 24 4 8 12 5 Iq.2 24 1 2 2 3 4 5 b Cl 14 '7 14 2 q IS 2-7 TOP PLATES AT INTERSECTIONS (FAGE NAILED) 4-16D COMMON 5-IbD COMMON JOINTS-EA SIDE 32 2 2 3 4 5 6 6 b 12 3 3 5 3 4 5 3 5 8 4 7 10 STUD TO STUD (FAGE-NAILED) 2-16D COMMON 2-I60 COMMON 24" O.G. 36 2 2 3 4 5 -7 8 q 1 Ib 3 4 6 3 "1 4 'T 10 5 q 13 12 1 2 2 3 3 4 5 5 1q.2 3 5 '7 3 6 6 4 8 12 5 10 15 HEADER TO HEADER (FACE NAILED) I6D COMMON 16D COMMON I6"O.C. i6 1 2 2 3 4 5 5 6 24 3 6 q 4 l 10 5 10 15 l 13 Iq ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-]NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 2� 2 2 3 4 5 6 6 g q:12 12 3 3 4 3 3 4 3 4 6 3 5 8 �--- 28 2 2 3 4 5 8 - I6 '73 3 5 3 4 5 3 5 8 4 10 32 2 2 3 5 b -7 q - Iq.2 3 4 6 3 4 6 3 6 q 4 8 12 BOTTOM PLATE TO FLOOR JOIST, BAND) JOIST 22 36 2 3 4 5 b 8 - - 24 3 5 "1 3 5 84 8 II 5 10 15 END J015T OR BLOCKING (FACE NAILED)) 2-I6DI�COMMON 2-I6D COMMON PER FOOT U 1 W Z I PRESCRIPTIVE LIMITS ARE BASED ON A55UMTION IN TABLE 3.4 12:12 12 3 3 3 3 3 3 3 3 5 3 4 b Q/V 2 TABULATED UPLIFT CONNECTION REQUIREMENTS A55UME A BUILDING LOCATED IN EXPOSURE B 16 3 3 4 3 3 4 3 4 6 3 5 e> FLOOR FRAMING 3 TABULATED UPLIFT CONNECTION REQUIREMENTS A55SUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF q P5F Iq.2 3 3 4 3 4 5 3 5 '1 3 6 q (0.60 X 15 P5F = q PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY 15 NOT CONNECTED 24 3 4 5 3 5 6 3 6 q 4 8 II EW-LLIl�I z J015T TO SILL TOP PLATE OR GIRDER ((TOE NAILED) 4-bD COMMON 4-I0D COMMON PER JOIST TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE 1. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILE5 ARE CLINCHED FLOOR W = Z STRAP, 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD JOIST 00� BRIDGING TO J015T (TOE NAILED) 2-8D COMMON 2-100 COMMON EACH END 4, MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. <O = Q 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR - l l BLOCKING TO JOIST (TOE NAILED) 2-90 COMMON 2-IOD COMMON EACH END SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO BEARING, HALL, THE TABULATED HEEL I THE NT GREDUG ION N SPAN ONNEGTION MENTS U 1 Q W " 4, EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP W Ff z Q BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6D COMMON 4-IbD COMMON EACH BLOCK TABLE 35A SPLICES z-� LEADGER STRIP TO BEAM (FACE-NAILED) 3-I6D COMMON 4-IbD COMMON EACH JOIST TOP AND BOTTOM PLATE TO STUD LATERAL GONNEGTION5 FOR WIND LOADS EXPOSURE B � 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT �} In (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE CEILING ASSEMBLY. Q 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS p Q LJ W J015T ON LEDGER TO BEAM (TOE NAILED) 3-S0 COMMON 3-I00 COMMON PER J015T OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC, SPACE. WHEN CEILING THREE SECOND GUST WIND SPEED (mph) 85 CIO 100 I10 120 130 140 150 W_JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE LLJ BAND JOIST TO JOIST (END-NAILED) 3-I6D COMMON 4-IbD COMMON PER JOIST 15 ASSUMED, AND THE TABULATED HEEL JOINT GONNEGTION REQUIREMENTS SHALL BE 1L1 DI-Q TUD SPAG►NC, (IN) WALL HEIGHT (FT) REQUIRED NUMBER OF I6D COMMONN NAILS OR 400 BOX NAILS PER INGREASED BY THE FOLLOWING FACTORS: Z v� Q STUD TO PLATE GONNEcrION (PLF) BAND J015T TO SILL OR TOP PLATE (TOE 2-IbDICOMMON 3-I6D COMMON PER FOOT b 2 2 2 2 2 2 2 2 CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION - w O- 10 2 2 2 2 2 2 2 2 HEIGHT (Hc/Hr) ADJUSTMENT FAGTOR5 A T Z 11J _I� Y_ ROOF SHEATH I NO 12 2 2 2 2 2 2 2 2 T T 1/2 2 o � 12 14 2 2 2 2 2 2 2 3 1/3 1.5 STRUCTURAL PANELS bD COMMON IOD COMMON SEE TABLE 5.10 16 2 2 2 2 2 2 3 3 1/4 1.33 Q LL (� DIAGONAL BOARD SHEATHING 18 2 2 2 2 2 2 3 3 I/5 1.25 I"X6" OR I"XS" 2-SD COMMON 2-IOD COMMON PER SUPPORT 20 2 2 2 2 2 3 3 3 I/6 12 FLOOR ;.r� I"XIO" OR WIDER 3-SD COMMON 3-I00 COMMON PER SUPPORT r^.',h I/10 I.II JOIST ,� •i ' ••:�. ��(� ® 2 2 2 2 2 2 2 �- 10 2 2 2 2 2 2 2 3 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN O Z v<~ GEIILINC7 SHEATHING RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR He 15 GREATER THAN 2 FEET ND/ W I6 14 2 2 2 2 2 3 3 3 �- J LLI 1(3 16 2 2 2 2 2 3 3 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. Q� Z GYPSUM WALLBOARD 5D COOLERS 50 COOLERS 1" EDGE/10" FIELD 18 2 2 2 2 3 3 4 4 V 20 2 2 2 2 3 3 4 4 TABLE 5.10 TYPIGAL SECTION DETAILS DETAILS �0-0 HALL SHEATHING 8 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B TYPIGAL LATERAL FRAMING GONNEGTION5 �v�N 10 2 2 2 2 3 3 3 4 STRUCTURAL PANELS 8D COMMON IOD COMMON SEE TABLE 3.11 12 2 2 2 2 3 3 3 5 THREE SECOND GUST WIND SPEED (mph) 85 CIO 100 110 120 130 140TO 24 14 2 2 2 3 3 3 4 5 FIBERBOARD PANELS 5 16 2 2 3 3 4 4 4 6 7/Ib" bD COMMON - 3" EDGE/b" FIELD STRUCTURAL SHEATHING " Ib 2 2 3 3 4 4 5 b 25/32 8D3COMMON - 3 EDGE,b" FIELD 20 2 2 5 4 4 4 5 7 GYPSUM WALLBOARD 50 GOLLERS 5D GOLLERS �" EDGE/10" FIELD E F E F E F E F E F E F FE F E F 1 PRESCRIPTIVE LIMITS ARE BASED ON A5SUMTION IN TABLE 3.5 �I P cF e 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED SHEATHINlG LOCATION RAFTER/TRU�5 SPACING MAXIMUM NAIL SPACING 50R SD COMMON NAILS OR 100 �� q��' OO �f� HARDBOARD 8D COMMON 80 COMMON SEE TABLE 3.11 BY O.q2 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS (INCHES, O.G. BOX NAILS (INCHES, O.G) 3. TABULATED FRAMING LOADS A55UME A BUILDING LOCATED IN EXPOSURE B PARTIGALBOARD PANELS 8D COMMON 8D COMMON SEE MANUFACTURE 12 b 12 b 12 6 12 6 12 b b 12 b 12 6 12 � _ 7 �' Ib b 12 b 12 6 12 6 12 6 12 b 12 b 12 6 12 INTEFFZIOR ZONE Iq.2 b 12 b 12 6 12 6 12 6 12 6 12 6 12 6 122 � p �- DIAGONAL BOARD SHEATHING 24 6 12 b 12 b 12 6 12 6 12 6 12 b 122 6 122 I"X6" OR I"X8" 2-8D COMMON 2-100 COMMON PER SUPPORT O Q20 I"XIO" OR WIDER 3-8D COMMON 3-IOD COMMON PER SUPPORT bn 6 12 6 12 6 12 6 122 6 2 6 122 6 12 6 b TABLE 3.&A PERIIMETER I6 6 12 6 12 6 122 6 122 6 6 6 b 63 12 63 (93 RIDGE TENSION STRAP CONNECTION REQUIREMENT5 FOR WIND-EXP05URE B EDGEE ZONE Iq 2 b 122 b 122 6 122 b 6 b 6 63 63 63 12 64 44 FLOOR SHEATHINO (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 6 122 6 122 6 6 63 63 63 63 63 63 44 12 44 44 STRUCTURAL PANELS DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 P5F GABLE ENDyr^IALL RAKE OR KE TRU55 W/LOOKOUT CLOCK 6 b 63 63 63 63 63 63 4 4 43 43 3 3 L I" OR LE55 SD COMMON IOD COMMON b EDGE/12 FIELD GABLE ENDIMIALL RAKE OR AKE TRU55 W/O RAKE OVERHANG 6 b 6 6 6 b b 6 6 b 6 b 6 6 GREATER THAN 1" IOD COMMON I60 COMMON 6" EDGE/b" FIELD THREE SECOND GUST WIND SPEED (mph) b5 qO 100 110 �NE:i130 140 150 GROSS SECTION ENI� VIEN _ DIAGONAL BOARD SHEATHING NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS IN EACH END BOARD SHEATHING IWOI. OR I"X8" 2-8D COMMON 2-IOD COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF I I/4" STRAP123•4l",-7 "XIO" OR WIDER 3-SD COMMON 3-IOD COMMON PER SUPPORT 5HEATHIN46 51ZE RAFTER/TRU 5 SPACING MINIMUM NUMBER S E COMMON NAILS 3:12 12 I I 2 2 2 3 3 4 (INCHES, O.C. OR IOD BOX NAILS PER SUPPORT I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-GENTER AT THE PANEL 16 1 2 2 2 3 4 4 5 IX6 OR IXED SHEATHING 12-Iq.2 2 2 2 2 2 2 2 2 EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 20 2 2 2 3 4 4 5 6 IXIO OR LAR46ER SHEATHING 12-Iq.2 3 3 3 3 3 3 3 3 SHEAR GAPAGITIE5, NAILING REQUIRIEMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS �5HEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 24 2 2 3 3 4 5 b 7 G I A/�� 28 2 2 3 4 5 6 '7 8 E;- NAIL SPACING AT PANEL EDGES (IN) JOIST 2 - WHEN WALL SHEATHING 15 GONTINUQU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER 32 2 3 3 4 5 ' 8 q F:-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IbD NAIL PER FOOT 36 2 3 4 5 b '7 Cl I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 3 - CORROSION RE515ANT II GAGE ROOFING NAILS AND I6 GAGE 5TAPLE5 ARE PERMITTED, CHECK IBG 4:12 12 1 1 1 2 2 2 3 3 4 FEET ON EACH 51DE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTAGHMENT 16 1 1 2 2 2 3 5 4 REQUIREMENT5 SHALL BE USED. FOR ADDITIONAL REQUIREMENT5 20 1 2 2 2 3 4 4 5 2 'TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 24 2 2 2 3 3 4 5 b IFRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.425G<0.4q, THE NAIL 38 2 2 3 4 4 5 b :5PAGING5 SHALL BE REDUCED TO b INCHES O.G. TABLE 3.4A 3 TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 RAFTER AND/OR CEILING JOINT TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS - EXPOSURE B 36 2 2 3 4 5 6 -7 g "FRAMING MEMBERS WITH U 2 D TO FOR FRAMING MEMBERS WITH 0.42KG<0.4q, THE NAIL SPACINGS SHALL BE REDUCED TO 4 INGHES O.G. I I I (PRE5GRIPTINVE ALTERNATIVE TO TABLE 3.4) 5;12 12 1 1 1 1 2 2 2 3 4 TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUS5 N J� I6 I 1 1 2 2 2 3 3 FRAMING MEMBERS WITH G 2 0.401. FOR FRAMING MEMBERS WITH 0.42KG<0.4q, THE NAIL THREE SECOND GUST WIND SPEED (MPH) 85 qO 100 110 120 130 140 150 20 1 1 2 2 2 3 3 4 5PAGING5 SHALL BE REDUCED TO 3 INCHES O.G. 24 1 2 2 2 3 3 4 5 5 'TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B RAFTER/CEILING JOIST WALL NUMBER OF 80 COMMON NAILS OR IDD BOX NAILS (TOE NAILED) 3b 2 2 2 3 4 4 5 b 5PAGING (IN) HEIGHT (FT0 REQUIRED IN EACH RAFTER AND/OR CEILING J015T TO TOP PLATE GOWECTION1,2,3, 36 2 2 3 3 4 5 6 7 TABLE 3.11 8 2 2 2 2 3 3 3 3 6:12 12 1 1 1 1 2 2 2 2 WALL SHEATHING AND GLADING ATTAGHMENT REQUIREMENT5 FOR WIND LOADS - EXP05URE B p CLIENT PLAIA 12 10 2 2 2 2 3 3 3 3 16 I I I 2 2 2 3 3 LL1 ® 2 2 3 3 0 4 4 4 20 1 1 2 2 2 3 3 4 THREE SEr-OND GUST WIND SPEED (mph) 85 q0 100 110 Pal 130 140 150 FLOOR > DATE Ib 1O 2 2 3 3 3 4 4 4 24 1 1 2 2 3 3 4 4 JOIST (Y 8 3 3 4 4 5 5 5 5 28 I 2 2 2 3 4 4 5 w 24 10 3 3 4 4 5 5 5 6 32 2 2 2 3 3 4 5 5 STRUCTURAL SHEATHING 36 2 2 2 3 4 4 5 b co E F E F E F E F E F E F E F E F W � DRWN BY CJG I PRESGRIPTIVE LIMITS ARE BASED ON /A55UMPTION5 IN TABLE 3.4 1;12 - 12;12 C12� 1 1 1 1 I 2 2 2 2 TABULATED CONNECTION REQUIREMENTf5 ASSUME A BUILDING LOCATED IN EXPOSURE B 16 I I I 2 2 2 3 1 STUD 5PAGING MAXIMUM NAIL 5PAGING FOR 8D COMMON NAILS OR 100 � GHKD BY 3 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE 5UM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 3 3 5HEATHIN46 LOCATION (INCHES, O.G) BOX NAILS (INCHES, O.G)4 = DATE 8/14/13 JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 24 1 I 2 2 2 3 3 4 4 TO AVOID SPLITTING, NO MORE THAN 2' TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST 2b I 2 2 2 3 3 4 4 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 U 32 2 2 2 3 3 4 4 5 INTEFRIOR ZONE Ib 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p � WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2Xb TOP PLATE. 36 2 2 2 3 3 4 5 6 REVI5ION5 24 b 12 6 12 b 12 6 12 6 12 b 122 b 122 b 122 I. TABULATED CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.'70 FOR FRAMING N Q 6/14/13 FOR PERMIT NOT LOAGTED WITHIN 8 FEET OF BUILDING CORNERS 12 6 12 6 12 6 12 6 12 b 12 b 12 6 12 6 12 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EPOI E ETER 16 b 12 6 12 6 12 6 12 b 12 b 12 6 12 6 122 EDGtE ZONE 24 6 12 6 12 6 12 6 12 6 122 6 122 b 122 4 122 O 3. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON TOTAL UPLIFT MINUS O.b OF THE ROOF ASSEMBLY DEAD LOAD (0.6 X 10 P5F) 4. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON 12" RIDGE STRAP 5PAGING, FOR DIFFERENT BOARD SHEATHING = RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: C.) SHEATHIN46 51ZE RAFTER/TRU55 SPACING MINIMUM NUMBER OF SD COMMON NAILS RIDGE STRAP SPACING (IN) 12 I6 Iq.2 24 48 (INCHES, O.G) OR IOD BOX NAILS PER SUPPORT }- MULTIPLIER 1.00 1.55 1.60 2.00 4.00 IX6 OR IXtb SHEATHING 12-24 2 2 2 2 2 2 2 2 ,•+y O FLOOR ';., r; :r:r y e.. t: IXIO OR LARZOER 5HEATHIN6 12-24 3 3 3 3 3 3 3 3 J015T ?.y. ;• ",;� '.: ;*; ,•.� �'•"'` 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE , U JOB NO. FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING E- NAIIL 5PAGIN0 AT PANEL EDGES (IN) IS NOT REQUIRED F- NAIIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) - � 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE U b. WHEN A DOLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED ZONE:-ATTACHMENT REQUIRMENTS SHALL BE USED. Z IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 80 COMMON NAILS IN A 2 TABUVLATED 12 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO STUD SHEET NO. STEEL STRAP, OR THE NUMBER OF 120 BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE FRAt-AING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.42KG<0.4q, Q TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP THE tNAIL 5PAGING5 SHALL BE REDUCED TO 6 INCHES O.G. �. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF A5TM A653 GRADE 33 STEEL OR E6?UIVELENT 3 FOR I BSTITUOED PANEL FOR SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SEGTION DETAILS DETAILS oMm2 ` 4 TABU)LATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B TYPIGAL HIND UPLIFT GONNEGTIONS J J Q