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<br />
<br />
<br />wooo OR Al..LI.H..M ~
<br />
<br />HOS T STFf...IC11.P.E
<br />
<br />BF<<X.:Hl 48" Ct4 cerreR
<br />
<br />S/8" PI. '(WO<XJ ~O<m
<br />FACl: ~ ~
<br />JOIST
<br />
<br />cerreR I..EIXlER PEl'l
<br />
<br />Kl'EE BAACl: FE<.lLftO ~
<br />rElG!T O~ 4'.0-
<br />
<br />r .( fr' JOIST ~ ~CH EN)
<br />
<br />Jovr ~ SlAB
<br />
<br />F1W.E AKJ ~ SCfEEN.
<br />VMt. OR ~S3 W.A.LJ..
<br />
<br />FOA Ll..MlER COI.J..M4S ANCHOA
<br />wnrt GAL. V AHZED POST
<br />
<br />TYPlCAL WOOD DECK
<br />
<br />1) .A.LJ.. WALL f'"FWoHl 18" Ct4 CCNTER
<br />(E:(~ 24. Ct4 CCNTER ~
<br />WO<<) STCAAGe ROCM)
<br />
<br />2) PEl'l POST C/IH BE BOLTED TO
<br />SlAB OR CCHrNJOUS FOO~
<br />OR HAVC ISOlATED ~
<br />FOOTER ~CH PER
<br />(sa: DET AU
<br />
<br />3) cemR S~ FE<.U=>a) F
<br />DEPTH a: DECl( EXca:os '0'-0-
<br />
<br />
<br />4. .( .. ~ TA!:A TED PN:
<br />CA :r .( 3" .( 0.000" ~
<br />
<br />318" .( 5" BOLT
<br />
<br />L.EDG6'l SLPPCAT
<br />
<br />4)~ ANCHOA ~CH JOIST
<br />TO cemR S~
<br />
<br />LEDGER SUPPORT DETAL
<br />
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<br />
<br />F PI. '("WO<XJ IS USED FCA ~ ~cn3
<br />wml Fcc. B),Cl<EO FOAM 8El4Q USED FOR nt:
<br />V APOfl ~ VlSQt.eE. T AA PAPER OR
<br />SQ.E OnER SUT ABLe PflOOUCT I.<<JST BE
<br />USED OVER TI-E WO<<)
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<br />00UlLE 2 .( 4 TCR pun:
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<br />BAACUl FCA 00'N:R3 SHAll. Ell! vr .. PI.. 'f
<br />COX fit. '(WOOD FOA 'i'KXXJ Sn.os _ 2." o.c.
<br />NA1.ED wmt ~ CQ.t.lON 8" o.c. B:lGE3 AKJ
<br />1'l' o.c. FB.O
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<br />vr .( 4'.0- .( ~.o-
<br />PfESSOOAAO OR COX PI. YWO<XJ
<br />
<br />(CP1'1CNAl) 0,006 I.4L VJSOLeE OR
<br />'6#FaTV~~
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<br />(CP1'1CNAl) FCf.. BACl<EO 314. CA
<br />vr FOAM NSU..A1'1ON VAPOR ~
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<br />., a. ~ TA/b V:.. ~IJ
<br />
<br />FOA Sm.JC1iJW. GfW::E n-EflMAL PI.. 'f sn.os
<br />SHAll. BE 18" o.c. An) MAJ..U) CA St::;FEN
<br />PATl"ER'4 $.lJ.E AS COX wmt WLS CA sa:E'N$
<br />PER MA.'u: AC11.fe'\S S?ECI'lCA TlONS
<br />
<br />AlTER'lATC BAACUl SHAll. BE 1-114" lC 14 GA.
<br />G/oLV,lHZED CCt. ~ X.BAACl:D TO S11..OO wmt
<br />(1) t&f CCf,I,4ON PER sn.o CA 1-114" lC, 0.040"
<br />~ ST'RAP X.BAACl:D AKJ ~ TO sn.os
<br />wmt (2) 1-114" ~ WLS ~CH STtO
<br />
<br />Fcc. TAPE AlL .JCf'(TS
<br />
<br />VMt. $U'lG TYPlCAl
<br />
<br />$U'lG :s TO BE NALED ~ 18" o.c. TO
<br />t.WU'ACT1..R:l'lS SPECI'lCATlONS AKJ
<br />tosTRUCTlONS AS SLPPlED BV nt:
<br />VM1.. $U'lG CCM' AN'(
<br />
<br />NAUlQ:
<br />$U'lG OVER FI..ff'<Hl S"ffiPS:
<br />r sw.n< All.WUrl WLS CA EaUAl
<br />$U'lG OVER FOAM:
<br />1-314. ~ Al~ WLS CA EQUAl.
<br />
<br />TYP1CAL WOOD FRAME
<br />A IT ACt-E) TO ST ANOARD CONSTRUCTED HOME
<br />cQ. t<<Ofb~Lv~ t+~~~ tlYAN'..<,~r\C:T".-1{1...k~ AFTlt.k V~e.4
<br />
<br />~
<br /><(
<br />a:
<br />1.1.
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<br />o
<br />::
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<br />$U'lG PACf'EtlJ.:( APPLE!) OYm F'RCiPEa. V
<br />FRA,I,EO STHJCT\.flS ~S wmt W MP.H.
<br />no MP.H. An) 120 MP.H. 'WN) ZOtES
<br />SPECFEO N saca AKJ BOCA COCES
<br />
<br /> HEADER SPAN TABLE
<br /> HEADER SPANS FOR EXTERIOR BEARING WALLS FOR
<br /> HEADERS CONSTRCCTED OF II 2 GRADE SPRUCE. PrNE. OR FIR WI y,"
<br /> PL YWOOD SPACER. SUPPORTlNG ROOF AJ>oiD CEILiNG LOADS ONL Y
<br /> DESIGN W11'D LOADIAPPLIED LOAD
<br /> 110 MPH/ 25#/SF 120 MPH/ 29#/SF 140 MPH/ 40#/SF
<br /> BUlLDiNG WlDTH (SEE NOTE I)
<br />SPA."l SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN
<br />NJ NJ NJ NJ NJ NJ NJ NJ NJ
<br />20 28 36 20 28 36 20 2S 36
<br />3'.6" 3'- 2" I 2'.10" 3'.2" 2'.9" 2'.6. 2'.[0" 2'.6" 2'.3"
<br />5'.5" 4'. S" 4'- 2" I 4'. S" I 4'. I" 3'. S" 2 4'.2" 3'. S" 2 3'- 3" 2
<br />6'.10" 1 5'.11" 2 5'.4" 2 5'.11. 2 5'.2" 2 4'.7" 2 5'.4" 2 4'-7" 2 4'- I" 2
<br />S'.S" 2 7'.3" 2 6'.6" 2 7'- )" 2 6'. )" 2 5'.7" 2 6'.6" 2 5'.7" 2 5'.0" 2
<br />9'.9" 2 8'.5" 2 7'.6" 2 S'.S" 2 7'. )" 2 6'.6" 2 7'.6" 2 6'.6" 2 5'.10" 3
<br />
<br />u.i r; ..
<br />a.:~~
<br />--~ i .
<br />- I'-
<br />(]) ~ I'-
<br />2!~~~
<br />(]) :>-1'-,
<br />OJ ~~~
<br />u.i~~~~
<br />~w!l~
<br />~eg
<br />::..10
<br />",::;;a;
<br />, ~ 08 1991
<br />
<br />SIZE
<br />
<br />2-2"" 4"
<br />
<br />2.2 "" 6"
<br />
<br />JOIST ElUCl<STS 2 .( S FlCXA .IOlST
<br />18" OH ~
<br />
<br />2.2"" S"
<br />
<br />2.2",,10"
<br />
<br />2.2",,12"
<br />NOTES:
<br />
<br />oo..eu: 2 .( S GA:>€R
<br />
<br />I.
<br />
<br />NJ IS THE REQUlRED NU~ER OF JACK STUDS,lF THE II OF JACK STtJDS IS I, THE HEADER
<br />MA Y BE Sl.,'PPORTED BY A SE.\1CO OR EQUAL JOIST BUCKET.
<br />USE 110 MPH/2S II/SF FOR WIND DESIGN SPEEDS LESS THAN 110,
<br />BUILDING WIDTH IS MEASCRED PERPENDlCUUR TO THE RIDGE. FOR WIDTHS BETWEEN
<br />IDOSE SHOWN, SP A.1o;S MAYBE INTERPOLATED,
<br />
<br />
<br />Wind Load to Snow Load Conversion Table
<br />
<br />---..--
<br />50 'fear Snow Load Design Snow Load Equivalent WInd and Building Condition
<br />_~. 25 _~ I Sq. Ft. = 3.151# I Sq, Fl 95 M,P,H, : Open Building
<br />_ __~..: 301# I Sq, Ft. = 15.171# I Sq. Ft. 100 M,P,H,: Open Building
<br />__2~~]~I#/Sq.FI.= 17.191#/Sq.Ft. 120M,P,H,: Open Building
<br />_}6 ._6o.~I_~9.:~I~:,_____~' 341#1 Sq, Fl. 110 M,P,H.: Endosed Buildi~_
<br />61 . 79 ~,! Sq, FI:_=--___~:29 ~ I Sq, Fl.___ ~~O ME~~~osed Building ___
<br />
<br />Notes:
<br />Select roof or wall members from appropriate wind load tables
<br />
<br />o
<br />~
<br />
<br />l
<br />
<br />NOTE: SCE se~ /oEJ(T PAGe
<br />
<br />TYPICAL WOOD DECK FRAMING PlAN
<br />
<br />2.
<br />3,
<br />
<br />JCJIDB NA:\~~-'~-
<br />
<br />ADra(;~3
<br />
<br />1
<br />
<br />D'"' "\!.fl"'!r1-.~::-;-":"~7-R'~Tpc.RMJTON~,Yv~
<br />r\""\lI' .'t',.' "-'.., ,,,".' I "_4'" . . OF
<br />
<br />7
<br />
<br />c,j'l- 7 )f]
<br />
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