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<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. <br />il,!1 :ii <br />Iii ;tl ,jl ;:! <br />:!I III i!,11 <br />Ii. 1.1~"~lli <br />II! 'II~" I <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 /> <br />~i <br />J I <br />j: <br /> <br />1'1' <br />" <br />.1 <br />I <br />!: ! <br />'I. <br />'I I <br />1'1 <br />I: ! <br />~ <br /> <br />I' ! <br /> <br />: ! <br />"' <br /> <br /> <br />-- <br />- <br />J!- <br />..- <br />,.- <br />: i ====== <br />~ i ====== <br />: ======== i:' <br /><::"" ==------= .1: <br />~:!I <br />~ <br /> <br />";A..1.13 FR..~l.JE :JE. A,:" <br /> <br />," <br />il! <br />ii' <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 <br />I~: <br />::=::...---::: I~ <br />. ==-===='. =-======--- <br />~~ ~SEETI>BLE4.4 <br />JI __'. (2)2-' ~-' <br />'__I <br />~ 1 ==----== <br />~I ==== <br /> <br />, <br />\ <br />, I' <br />II ,I <br />" <br /> <br />I <br />i~ <br />:----.-J <br />l~ <br />I~ <br />I~ <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 /> <br />;~ <br />~;, ':- <br />i ;--:!~;1~ <br />~ '-;:--- ---~, <br />~ r----i !~i I <br />-= HEA!)R~j I = j I _ <br />-== "-1 I ~ <br />! ,i I <br />! II I r- i _ <br />i I <br />i <br /> <br />, , <br /> <br />~ <br />;-1 <br />- , <br />Q <br />':! <br /> <br />:1 <br />il <br />II <br /> <br />~ <br />z <br />Z <br />w <br />c- <br />o <br /> <br />: -----..; <br />If- ~I <br />~: <br /> <br />':\'.-: :'~ ,~~.~ ,f..).-::: G,~ ,-;' A, 2: ~ C :.: :2 ~~ <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 <br />I", :,JI 'il <br />LJi1 1:1 E:1 B:, Ii: <br />=== = === ~ L.!.l- === = ==== 4 <br />"7~:1 'I Ii II :1 'I ;1 B II ~ <br /> <br />'I i3 :1.1.1 II 11 II il <br />9 ill~ I I Ii <br />I ~ \" N ' !: il <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 <br />II <br />:1 <br /> <br />'Ii <br />,I <br />ii <br /> <br />I DBL <br /> <br />l7I <br />.'1 <br />ill <br />'I <br />I' <br /> <br />::: <br /> <br />~ <br />'" <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 /> <br />~~~':.'.',>i,': ':.:>'= C~E;:lE==-"Vlj c.~~,- y <br /> <br />.....J <br />< <br />~ <br />Z <br />< <br />(J) ~ <br />W Z <br />~<..9 <br />~(J)~ <br />U w ~ <br />~ 0 r- <br />~(J)W <br />f- W 0 <br />(J) n::: ~ <br />W ~ Z <br />~f-O <br /><U <br />a::Ji= <br />u. n::: u <br />o f- W <br />o (J) (J) <br />0:2 <br />5; ~ <br />z <br />:2 <br />~ <br />.....J <br />< <br /> <br />"' <br />_1 <br />'" <br /> <br />SEAL <br /> <br />SH T <br /> <br />1 <br /> <br />.:.:~ <br /> <br />~ <br />