<br />IF pt YWooO IS USED FOR CORsER BRACING
<br />WITH FOil SACKED FOAM BEING USED FOR THE
<br />VAPOR BARRIER. VISQUENE. T AA PAPER OR
<br />SOME O~ER SUITABLE pRODUCT MUST BE
<br />USED OVER mE WOOD,
<br />
<br />./
<br />
<br />DOUBLE 2.4 TO? Pu\TE
<br />
<br />",'/
<br />.o..\~
<br />r'i'""",,"i"~:
<br />Q<- .~,il :11
<br />/./iii'
<br />~d ,d d.
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<br />:!I III i!,11
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<br />l#vl'.'
<br />:.~~Ii it",,'
<br />~il i~
<br />"~I ,.~
<br />
<br />/
<br />
<br />IF A FOURTH FRAYE WALL IS REQUIRED. ALL
<br />FRA'AiNG AND BRACING SHALL BE THE SAME
<br />AS FOR OTHER WALLS OR PROVIDE ALUMi'<UM
<br />BEA!"'S OR WOOO HEADER AS REQUIRED FCR
<br />SPAN
<br />
<br />
<br />'-AJLi~G: NOTE:
<br />SID,NG QVER FURRI'<G STRIPS:
<br />l' Sf-I.ANK ALUMiNUM '<AILS 0"- EQUAL
<br />SIDI.'1G OVER FCAM:
<br />1.3.-4' SHANK ALIJMINUM NAILS CR EQ'~AL
<br />
<br />10,'1G PRC?E'!l Y APPLIED CYE'! P'!OPERL Y
<br />~.AI~ED STRUCTURE COMPL'ES WITH '00 MP.H.
<br />'0 !A.F H. A,'1D . 20 M.P.H. WiN!) ZONES
<br />?"CIFrED iN SBCCI AND BOCA CODES
<br />
<br />HEADER SIZE
<br />SEE TABLE BELOW
<br />
<br />SRACING FOR COR'IE.RS Sl-'.ALl BE 1/Z' 4 Pc Y
<br />CQX Pi. YWOOD FOR WOOD STUQ:; @ 24' 0 C.
<br />NAJLED Wlirl;:&: COMYON 6' O.C. Ei)GES AND
<br />12" Q C FIELD
<br />
<br />FOR STRlICTlJRAL GRADE irlERMAL PLY STUDS
<br />SkAll BE 16' 0 C AND .'<AILING CR SCREW
<br />PA TlERN SAME AS CDX 'Vl~ '<AILS OR SCRENS
<br />PE.R ~'1UFACTVR.ERS SPECIFIc.<- TIONS
<br />
<br />AL TE.RNATE BRACING Sf-IAU BE 1.',14".14 GA.
<br />GALYA.'1tZED Call STRAP X-BRACED TO STUDS
<br />WI (1):<ad COMI~ON PER STUO OR '.1,4'.0040'
<br />ALIJMiNUM STRAP X-BRACED A'<D NAiLED TO
<br />STUDS WI (2) '.1/4' ALIJMINIJM NAlcS EACH STUD
<br />
<br />TYPiCAL WOOD FRAME
<br />ATTACHED TO STANDARD CONSTRUCTED HOME
<br />OR MOBilE HOME MANUFACTl;RED AFTER 1934
<br />
<br />.. -,- -~-_._-_._.~-~--"... . _.~- ._-
<br />
<br />2'.4' TOP PLATE NON-STRUCTURAL
<br />ATTACH TO ALUMi'lIJM BSAM Wl~ #'0.
<br />2' S.M.S. OR USE 70 FASTEN PANS TO
<br />
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<br />";A..1.13 FR..~l.JE :JE. A,:"
<br />
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<br />
<br />WOOD OR ALUMINIJM FRAME
<br />
<br />
<br />~
<br />. I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />
<br />BRIDGiNG <-e' 0'1 CENTER
<br />
<br />5/8' PL YvVOOO DECKiNG
<br />FACE GRAIN PERPENDICULAR
<br />TO JOIST
<br />
<br />HOST STRUCTURE
<br />
<br />
<br />I':JR lUMS\..R Wll:M.'1~ ''ICHOR ----./
<br />YVI,., GALVA.'1IED POST
<br />
<br />1iALL,.'iAU FMMi'lG 16' ON CENTER
<br />(EXCE?TION 24' 0'1 CENTER FOR
<br />WOOD STOMGE ROOM)
<br />2)PIER POST CA.'" BE BOLTED TO
<br />SlAB OR CONTiNUOUS FOOTER
<br />OR HAVE ISOlATED CONCRETE
<br />FOOTER EACH PIER
<br />(SEE DEiAlt)
<br />3)CENTER STRINGER REQUIRED IF
<br />DEPT11 OF DECK EXCEEDS 10'..0'
<br />4)HURRICANE A'ICHO'! EACH JOIST
<br />TO CENTE'! STRi'<GE'!
<br />
<br />SEE ~A)"'B FRAME DETAIL
<br />
<br />TOP ?LATE MUST BE PRESSURE TREATED
<br />P,NE OR f-IA'/E VAPOR BARRiER BETNEEN
<br />ALUM,NIJM A'<O WOOD
<br />
<br />FRAMiNG TO BE FLUSH
<br />
<br />2" . 0' FRAMING
<br />
<br />ALL WALLS wOOD FRA!~E
<br />
<br />TYPiCAL WOOD DECK
<br />
<br />7 ~,1[ti
<br />I ~
<br />I ~
<br />I ~ I
<br />---'v-
<br />
<br />4'.4' PRESSURE "TREATED PINE
<br />OR 3' . 3' . O.OW' ALUMiNUIA
<br />
<br />3/8' . 5' BOLT
<br />
<br />LEDGER SU??O.RT
<br />
<br />L
<br />
<br />l;::::::=----i i
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<br />::=::...---::: I~
<br />. ==-===='. =-======---
<br />~~ ~SEETI>BLE4.4
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<br />~ ~______ I :~
<br />.;ACK STUD ~ ___________,' ,,,,.VARIES Ii! 1'---------
<br />~~~-~ ~'NG '....IDTH ' ~
<br />-~~_ SEET~9i;~__I-_____ ~ I~
<br />==-~1!}r "'-- POSiTION STUD --------" ~
<br />
<br />LEDGER SUPPOrU DETAIL
<br />
<br />2' x 6"
<br />
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<br />~;, ':-
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<br />~ '-;:--- ---~,
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<br />
<br />
<br />,-~r~
<br />
<br />JOIST BUCKETS 2 . 6 FLOOR
<br />JOIST @ '0' ON CE,<TER
<br />
<br />~
<br />
<br />\ II
<br />ii
<br />.' 1
<br />I I :1
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<br />=== = === ~ L.!.l- === = ==== 4
<br />"7~:1 'I Ii II :1 'I ;1 B II ~
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<br />'I i3 :1.1.1 II 11 II il
<br />9 ill~ I I Ii
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<br />Iii i !II il 11'1 i:1 II
<br />· ,]La! LeA.i 1:1 .
<br />
<br />
<br />'- "<--'c..=.- --. A f'- v.AX. SPA.'" BETI"",,'1 SUPPORTS ~
<br />SEE SCHEDULE SELOW
<br />/ YM!ES . -7'
<br />DECKiNG MAY BE 518' OR 3.4' PL '(1'1000 OR 514'.6' OR 2.6 ?lA"'KI'IG
<br />NOTE: SEE SECTIONS (PAGE 86)
<br />
<br />\ .
<br />
<br />'I
<br />I,
<br />i
<br />,
<br />'I
<br />I
<br />Ii
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<br />
<br />~
<br />~
<br />
<br />';>
<br />~
<br />
<br />TYPICAL WOOD DECK FRAMING PLAN
<br />
<br />Girder Support Spacing
<br />
<br />Ty~ Girder
<br />2.Z"x ..
<br />2. Z". Il"
<br />
<br />GIrder Splice
<br />Points.
<br />
<br />Span 5er-....een $uppof1 Spacing
<br />two Spans Thre~ Spans
<br />:'.',:] 6'-7'"
<br />
<br />Four or MOfe
<br />5'4~
<br />
<br />Singie Span
<br />
<br />:'. ~ C'
<br />
<br />7.9"
<br />
<br />6" -8.'
<br />
<br />6"-4.
<br />
<br />/ "=
<br />
<br />S.;J"! I'~'"
<br />
<br />"'fY"?
<br />
<br />0.'-16".".
<br />
<br />6'.c'1 T.".
<br />
<br />. ~'/'~a$'~"1?O~, enG S'.j'O:;Qr'S :>S"I2'.e")
<br />
<br />Notes: A.sS'".I~'ec IJIi'.::>ef te be #2 se,~~ i'JOl"l.oJoe'"'se Pi ~
<br />2 MaJ:I~...In" ~OO' ~ca~ 40#isc, ~
<br />:; S;.a"s a.sSJTlec ~c toe e-o....al
<br />4 Bas~ ~ ~.a:clmiJn ~jo; 'MCir"1 i)( ~6'~'
<br />
<br />T11E I:;ESIGNS A."D SPA....S SHO'''" 0'1 T11ESE DRAW,!'iC>S ARE
<br />BASED ON T11E lOAD REQUIREMENTS FOI'( ~E FOUC>V,'IG
<br />CODES
<br />
<br />1) STA'IDARD BUILDING CODE 1997. CHAPTER ',6
<br />INCLUDiNG ssm ',0-96
<br />2) BOCA ~TlONAl. BUILDiNG CODE 1996
<br />3) TEXAS DEPAR~ENT OF INSURA'ICE WINDSTORM
<br />RESIST A....T CONSTRUC~'ON 19'"..8
<br />
<br />DES1G."I SH(J/<t lOA,.:)
<br />3 . , 5 # I sa. FT.
<br />61-70 # I sa FT.
<br />61.70 # / sa FT.
<br />61-70 # 1 sa FT.
<br />61.70 # 1 sa FT.
<br />
<br />95 MPH lOPE.'"
<br />100 M?H lOPE..
<br />120 MPH I OPS.'<
<br />110 MPH I EsClCSED
<br />120 MPH I ENClOSED
<br />
<br />WIND ZONE
<br />SEAwARD OF I CW '
<br />INLAND OF I C.W '
<br />
<br />INTERCOASTAL WATf.'!WAY
<br />
<br />CO",VERSIO'< FACTORS
<br />RooF.\'All
<br />067 1 00
<br />074 100
<br />
<br />JOB NAME.
<br />
<br />ADDRESS
<br />
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