<br />
<br />
<br />IF P\.. '\'WOOO IS USED FOR CORNER BRACING
<br />Wlrei FOIL BACKED FOAM BEma IJSED FOR THI:
<br />YAPOR BARRIER. YISQIJENE. TARPAPER OR
<br />SOME O~ER SIJITA8LE PROD'JCT MIJST BE
<br />USED OVER T1-iE WOOD
<br />
<br />DOIJ8LE 2 ~ 4 TO? PLATE
<br />
<br />/
<br />/
<br />
<br />WOOD OR Au.;MI~V~ ~~J..'~E
<br />
<br />IF A FOURTH FRAVEI'I'AlL IS REQUIRED, AlL
<br />FRAMI"G A."D SPAC:~G SkAU 3E ThE SA.ME
<br />AS ;oOR On-ER WALLS OR PROYIDE AlUM,~UM
<br />BEA.'.S OR WOOD HEADER AS REQUIRECl ;OCR
<br />SPAN
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<br />SIDi~G'S-03E'<AILED@'5'OC, . ~ ,~.'., ,.:i ./:1 '/.'
<br />TO YANIJFACru?ERS SPEC, iF'CA TIONS tx, ~'!" f. i ~~
<br />~'<9 ,,~,S7RUCTIC:o.~:S SUP?'-:"J BY ~ '\ ' : f ~
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<br />~n.:~G; NO~;
<br />SIDii'<G OVER FWRRi'lG S",I?5:
<br />1" S,......'<K Al'JMISLiM '<AILS OR EQUAl
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<br />~,3W SHA....K Al'JMI'<UM '<AILS OR EQUAl
<br />SIDIi'<G PROPERL ~ AP"'UE:I CVSR PRO?ER!. ~
<br />F?.AW:D STRUCTURE OO",?~:ES NITH 100 fA.?,H
<br />",0 IA,? H, AND . 20 fA,? ,H, WiNO lONES
<br />S?::C:FtED iN sse::: A.."-'D SOCA CODES
<br />
<br />FRAME A."D AlUMI~UM SCREE.'4,
<br />Vi~Y1.. CR GLASS WAll
<br />"'':)R LUMSl.R COU'MN~ -.'ICHOR
<br />Mh 3ALYAN:ZED POST
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<br />----'
<br />
<br />3-"1.'"2. ::~,'~C::\E"'7"E Sl..).-:;
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<br />S;::<AOING FOR OOR'<E,RS Si-AU 3E ',12' 4 ?l Y
<br />C:;X ?'- Y....IOOD FOR WOO::> SruDS @ 2.' O,C,
<br />'<AILED WIT'; 1:'8e COM',oIO'< 5' O,C. EDGES AND
<br />12" 0 C, i'IElD
<br />FOR ST,:lUC-X,".AL GRAl)E TrlE,R.'oW.. ?l ~ STUDS
<br />ShALL SE '5'::: C. A.'ID ~IL:NG CR SCREI'\!
<br />PA~RN SAME AS COX 'N1-;[1 '<AILS CR SC,qE-''\!S
<br />?ERYANUFACT\JR..ERS S?EC:Flo. TIONS
<br />Al TE,RNATE SRAC;'<G Si-All. BE ',114" ~ 14 GA.
<br />GALVANIZED COIL STR.A? X,3RACE!:l TO srucs
<br />WI ('):<8e COMf.O,< PER STUD OR 1,114" x 0.040"
<br />Al'JMINLiM S,?A? X..3?ACEJ A.'4C NAiLED ,0
<br />STUCS WI (2) 1,\1" AlI,;M,'<UM NAILS EACH SnJO
<br />
<br />TYPICAL WOOD DECK
<br />
<br />\)Al.L NA'.J... i'Ml,I,'IG IS" ON CE,'<,ER
<br />(EXCE,~TiO'<: 24' ON CE.'ITER FOR
<br />WOOD STORAGE "DOM)
<br />2WE,R POST CAN BE SOL TED 70
<br />SLAB OR CONTINUOUS FOO'IER
<br />OR HAVE iSOLATED CONCRETE
<br />FOOTER EACH PIER
<br />(SEE DEi AiL)
<br />:!)CE'ITER S",I'<GER REQU:RED IF
<br />CE?Trl OF DECK EXCE"JS \ Q'..J"
<br />')H'JR,qlCA.'<E "'-'<CHOR !:AC;'" JOIS,
<br />TO CE,"ITi:R STRI."GE,R
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<br />3/a' x 5' 3CL T
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<br />LEDGER SU?:>0RT
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<br />TYPiCAL WOOD FRAME
<br />ATTACr.ED TO STANDARD CONSTRUCTED HOME
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<br />;1 .I I I I! , I
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<br />.. I I TO? PL4. IE MUSi 8E PRESSURE jREA lED I I I t--
<br />~: k,i, i ~~~~:W~~DY~6 BARRiER BETWEEN II, ~___~ 1, I:, :
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<br />.. I ~ FRAMING 70 3E FLUSH
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<br />rSC2D :=R"~!~~ G;";~i\~S C'::OR
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<br />" VAfl.lES. --t'
<br />D::CKi~G MAY 3E 5:8' OR l.' P'- '(WOOD OR 511." ~ 5" CR:< ~ 5 ?1J..o,;I(J,NG
<br />'IOT2 SEE SECTIONS (PAGE 56)
<br />
<br />TYPICAL WOCD DECK FRAMING PiAN
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<br />Girder Support Spacing
<br />
<br />T~ Giroer
<br />2, r I ..
<br />2. rIll"'
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<br />Span 5e~^,e~n SuoP<X1 Seaclng
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<br />4 Bas€'(l Ol'" :"'!",~lmiJ1" ~K. '~h or '5'~
<br />
<br />71-\E CESIGNS A."I0 S?A."IS SHeWN ON 71-\ESE DRA.M'<GS ""-"E
<br />BASED ON TrlE LCAD REOUIREMENTS FOR T1-iE FOUQ'W',NG
<br />CODES:
<br />
<br />'l STA."ICARD 8UILDiNG COOE 1997. CHAPTER ',5
<br />INCLUO''<G ssm '0-[>5
<br />2) BOCA NADONAlSUILDiNG CODE 1996
<br />3) TEXAS DE?ARmENT OF INSURANCE WINDSTORM
<br />RESIST ANT CON$TRUCT10:'<4 1!r~
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<br />WINO LCIID I Sull.OlN<il ;yp,;;
<br />9S M?H I O?S'4
<br />100 l,I?H lOPE...
<br />'20 M?H 10?SN
<br />110 M?H I ENctOSED
<br />120 M?H I ENCtOSED
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<br />WiNO ZONE
<br />SEAWARO OF I CW, '
<br />INLAND OF ICW "
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