|
<br />,:..,:;~;.S.12~'-: ~-:,::..";;::;;';;~~~:~~',.:::~"7>>~~ ~..~ _ ~::; ,;< .... _'~','.'." ' .: .~ : ~ .. .~ :.";.;..:.-.>>:;.;....... , ~.
<br />
<br />;----......
<br />
<br />IF p\. '\"WOOD IS USED FOR CORNER BR.'oCING
<br />WITH FOil aACXED FOAM aEING USED FOR THe
<br />VAPOR BARRIER. VlSQ.;ENE, TAR PAPER OR
<br />SOME OTHER SUITN'llE PRODUCT MUST BE
<br />USED OV:OR ThE WOOD
<br />
<br />11'2" x ('<j x !l'oO.
<br />pR.Es.saOARD OR COX PI.. '\"WOOD
<br />
<br />(OPTIONAL.) 0,006 MIL vl$OUENe
<br />OR'~ FEI.T VAPOR BARRIER
<br />
<br />(OPTlONAl) FOil aACKED 314'
<br />OR 112" FOAM INSULATION
<br />VAPOR BARRIER
<br />
<br />FOIl. TAPE,tJ,1. JOINTS
<br />
<br />VlNY\. SIDING TY?1C,l~
<br />
<br />SIDING IS TO aE NAJlEO!ill 16" OC.
<br />TO \o\ANUFACruRERS SPECIFICATIONS
<br />AND ,NSTRUCTIONS AS SUPP1.IED BY
<br />ThE VI,'IY1. SIDING CCMPA.'IY
<br />
<br />NAJ\.ING: NOTE:
<br />SIOING OV:OR FURRING STRIPS:
<br />,. Sf'A."1< ,tJ,UMINUM NAJlS OR EQUAl
<br />SIDING OV:OR FOA.I,l:
<br />1-:l14' Sf'A."K AlUMINUM NAJlS OR EQI.;Al
<br />SIDING PROPSRI. \" A?P1.IED OV:O,R PROPERL Y
<br />FRAMED STRVCruP..: COMPLIES WITh 100 M.P,H,
<br />1,0 M,F-H_ A.ND 120 M,;>,H, WiNO ZONES
<br />S?:CIFIED IN SOCCl A....O BOCA CODES
<br />
<br />/
<br />
<br />DOUBLE 2 x4 TOP P1..ATE
<br />
<br />~ .'..'~- .....,.~.>"';;..~,..<~;.~.~;..~::::~x~~~.:.:-..:.:.,." ~,.
<br />
<br />..-/
<br />~~~
<br />~-.j III
<br />o~~ Iii:
<br />~, II! Iii II
<br />Iii ' ill II
<br />iii 1IIIi Iii ill I:!
<br />Iii !J 11l~~li
<br />II' ill~i~11
<br />1;(41 !t~~
<br />,I!
<br />
<br />WOOD OR AL.UMINUM FRAME
<br />
<br />IF A FOURTH FRAME WALL IS REQUIRED. ALl.
<br />FRAMING A.NO BRACiNG SHALl. BE ThE SAME
<br />AS FOR OThER WAllS OR PROVIDE ALUMINUM
<br />BEAMS OR WOOD HEADER AS REQ\.JIRED FOR
<br />SpA....
<br />
<br />HEADER size
<br />SEE TABLe 3EI.OW
<br />
<br />BRACING FOR CORNE,RS SI-'.AU Be 112" 4 PI. Y
<br />COX PI.. '\"W000 FOR WOOD Sl1JOS @ 24' O,C.
<br />NAJLED \'11m .;8<j COM,IJON 5' O,C. EDGES A.ND
<br />, 2" 0 C, FiE\.D
<br />FOR ST~UCl1JRAl. GRADE ThERMAl. PLY SruDS
<br />SHALl. 9E 15' O,C, AND NAIUNG OR SCREW
<br />PATTERN SAME AS COX \'11TH NAlLS OR SCREWS
<br />PER MANUFACi1.JR.ERS SPEC.FICA TIONS
<br />Al.TE':l,NATE BRACiNG SHAl.l. 3E 1.'14'x14 GA.
<br />GALVANIZED COIL STRA? X,3RACED TO sruos
<br />WI (1) ~ COMMON PER sruo OR 1.li4' x o,~.
<br />Al.UMINUM STRA? X,BRACED A....O NAlI.EO TO
<br />sruos 1'1/ (2) 1.1/4' AlUMINUM MILS EACH Sl1JO
<br />
<br />TYPICAL WOOD FRAME
<br />ATTACHED TO STA."IDARD CONSTRUCTED HOME
<br />OR MOBilE HOME MANUFACTURED AFTER 1984
<br />
<br />
<br />2" x4. TOP PLATE NON-smucruRAl. L 2" x5"
<br />ATTACH TO Al.UMI,NUM SEAM \'I1rrl ;10 x
<br />2. S,M,$. OR USE TO FASTEN PA....S TO
<br />
<br />
<br />:, :i~iPI
<br />
<br />, r-- ----::::' ~, , '''L~ 4 4
<br />
<br />
<br />l MI!- ,""-"': 0 .
<br />
<br />j l ~ SEE .lA....3 FRAME OCTAIL
<br />
<br />
<br />1.
<br />~I: I
<br />~ I'
<br />~
<br />~
<br />
<br />.lACK 5 ruo
<br />
<br />
<br />POSITION STUO
<br />
<br />JAMB FRAME DETAIL
<br />
<br />r:
<br />
<br />I
<br />
<br />HOST ST~UCTURe
<br />
<br />
<br />BRIDGiNG 48. ON CE~TER
<br />5/8' PL mooo DECKiNG
<br />FACE GRAiN PERPENDICUlAR
<br />TO JOIST
<br />
<br />FRA\o\E A.'<O AlUMINUM SCREE,...,
<br />VlNY1. OR GV'SS WAl.l.
<br />S'OR I.UM3,-R COLVMNS; 'NCHOR
<br />1\111.., GALVANIZED POST
<br />
<br />CENTER LEDGER PfER
<br />
<br />KNEE BRACE ~EOUJRED FOR
<br />HeiGHT Ov:oR 4'.<).
<br />
<br />2' x 5' JOIST f'.ANGER EACH E,NO
<br />
<br />~-112' COt.CRETE SL'-S
<br />
<br />r
<br />
<br />---,./
<br />
<br />TYPICAL WOOD DECK
<br />
<br />1)AL.1. WAll FRAMING 15. ON CE.NTER
<br />(EXCEPTION: 24' ON CE,NTER FOR
<br />WOOD S70AAGE ~OCM)
<br />2}PiER POST CA.'/ 3E 30L rED TO
<br />SlAS Oi'l. CONTINUOUS FOOTER
<br />OR HAv:o ISOLATED CONCRE7E
<br />FooTEi'l. EACH PfER
<br />(SE E DEi All)
<br />3)CENTEi'l. STRINGER REQUIRED IF
<br />DEPTH OF DECl< EXCEEDS 10',<).
<br />4)HURRIC.,',NE ANCHOR EACH JOIST
<br />TO CENTER STRiNGeR
<br />
<br />l~o~
<br />L,
<br />V-
<br />LEDGER SUPPORT DETAIL
<br />
<br />4' X 4' PRESSURE TREATED PiNE
<br />OR )' x )' x 0090' AlUMINUM
<br />
<br />3<'3' X 5' BOLT
<br />
<br />I.EDGER SUPPORT
<br />
<br />TOP P1..ATE MUST 3E PREs.sURe TREATED
<br />PINE OR KAV:O VAPOR 6AR.RIER 9E1WEEN
<br />Al.UMiNUM ,0..,'<0 '.'1000
<br />
<br />~
<br />r-:JI' r
<br />F::J ',~~ a F
<br />F-J HEADiOO \ c----1 F
<br />-Lf f-l ~
<br />I r
<br />I I I r
<br />I I ~
<br />ar
<br />~F
<br />~~
<br />~~
<br />r-===:J E
<br />~
<br />
<br />FRAMING TO 3E F\.USH
<br />
<br />~
<br />i3
<br />W
<br />::t:
<br />"
<br />Z
<br />Z
<br />UJ
<br />Q.
<br />o
<br />
<br />2" x 5" FRA'.\ING
<br />
<br />AlL wAl.lS '.'1000 FRAME
<br />
<br />
<br />weOD FRAME GARAGE DOOR
<br />
<br />
<br />JOIST BUCKETS 2 I e FLOOR
<br />~ JOIST@'6"DNCE,NTER
<br />-.- --r ~ r-'\ ~
<br />'---'1';1 il :: II i II III 'III I II ~
<br />
<br />9 [Iiil i :1,1 :\' ! If 11 !II ;11 II' il :!
<br />· Iii I :1 I ,ui'\ DBL'II h' 1i''''11 i :1'
<br />~ ~: ji I, I ~ 1~!r81 B \1 ~
<br />~I 1:115 II II II 1~llnl i 11BII ,II
<br />I 0 'I II" Ii', I'~
<br />III ~ I I', II II III II Ii 'i ;.:
<br />:,1 Q I I ,II I II
<br />
<br />~ 'II ~ I il III II' 'II I \1 Ii!
<br />\.:J I II I I
<br />113 I It I I Ii Ii:
<br />I li8 I ifil A II -I II 1:1
<br />I r++,! II I, I ~_:, i it
<br />-.- -.-.i '-=----"--': ~ - - i
<br />L-;
<br />,;<- w.x, S?A.~ 3Er-NE"N SUPPORTS ..".
<br />A SEE SCHEDULE 3EI.CW '
<br />/ VARIES, --,'
<br />DECKiNG MAY 3E 5;8' OR 3.'4' PI.. '\"WOOO OR Sil. xS. OR 2 x 6 P'.A."KlNG
<br />NOTE; SEe SECTIONS (PAGE 66)
<br />
<br />TYPICAL WOOD DECK FRA.'v\ING PLAN
<br />
<br />Girder Support Spacing
<br />
<br />r~ Giro~r
<br />2 ,T x 6"
<br />
<br />2,. I r
<br />Girder Splice
<br />Poincs.
<br />
<br />S"on Be""..n Support S"O"'"g
<br />Two Spans TIvet Sp..('\s
<br />5','0" 5',;--
<br />
<br />Fwt ~ Mor,
<br />5'~~
<br />
<br />S'"g'e Spon
<br />5',10"
<br />i.?"
<br />
<br />T,'l'
<br />
<br />a-~'
<br />
<br />8'....
<br />
<br />5'-0" IT,'"
<br />
<br />0''1'' J !.,~
<br />
<br />S-C- I ]',,,.
<br />
<br />~
<br />
<br />. I.<eas.nd froom il<'d s~,s I ZJOfZ~)
<br />
<br />NOles: 1 Assuir,~ !~C>e< 10 te '2 s.''''': =~s. P T?
<br />2 Maxlr."l<J'1" ~0Cf ~ ~s~ ~
<br />3 S~, asSJ1'~ to te ~
<br />4 9as"" on ma""rn<n~" 'MOl" Of 1;.Q"
<br />
<br />ThE DESIGNS .......0 S?....NS SHOWN ON THESE DRA'MNG$ ARE
<br />BASED ON me I.OAD REOUIREME,'iTS FOR mE FOUCW',NG
<br />OODES:
<br />'l STA.~OARD BUilDiNG COOE 1997, CKAPT""e,R 16
<br />INCI. UOiNG SS ro I O-~
<br />2) BOCA NATiONAl. BUILDING CODE 1996
<br />3) r-cXAS DEPARTh1E!{T OF INSURA~CE WlNOSTORM
<br />RESIST ....NT CONS TRUCTION 19$8
<br />
<br />WINO LOAD TO SNOW LOAD CONVERSION T A.aLE:
<br />50 'rl\ S,~OW L~ D€Sl(iN s.'<CW L~""NO L~ I !lU<\..O<.... T'r'?'<
<br />
<br />S-2S#lSQ,FT,
<br />26-30 . / So, FT,
<br />3'-~'ISQ,FT,
<br />3Q..{;O . I SO, FT,
<br />6\-70' , SQ, FT.
<br />
<br />3.1S#lSQ,FT,
<br />61-70 # I SQ, FT.
<br />61,70 # / SO, FT,
<br />61,70" SQ, FT,
<br />61-70 ., SQ, FT,
<br />
<br />9S MPH lOPE...
<br />100 MPH / OPE,'/
<br />120 MPH' OPEN
<br />"0 MPH / ENo..OSED
<br />120 MPH / ENo..OSE 0
<br />
<br />seliCT "OOf ~ w>u "E"S€RS f1'<O<,/~.. "'"'0 ,CoO f"-OCLS.
<br />
<br />TEXAS CONYt.RSION TABLE:
<br />
<br />
<br />W1ND ZONE
<br />SEAWARD OF IC.w, .
<br />INtA...O OF IC.w, .
<br />
<br />. INTERCOASTAl WATERWAY
<br />
<br />JOB NAMI:;
<br />ADDRESS:
<br />
<br />DRAWiNG FOR ONE PERMIT ONLY
<br />
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<br />11)'"
<br />.......- ~ ~ ...
<br />C)U<,f::
<br />C'-Z".,
<br /><:0.....'"
<br />C"">=~~
<br />Q)~~;;;;
<br />en 3::t:~::'
<br />,1!c'~UJ;;
<br />W~Oa~
<br />""1:'"
<br />Q)';' COC1, <
<br />U~"UJu.
<br />"" n ..J
<br />CUJ"'UJ
<br />Q)~~""
<br />L.~'"
<br />3""0
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<br />
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<br />I
<br />
<br />1
<br />
<br />OF
<br />
<br />6
<br />
|