|
<br />IF pt YWooD IS USED FOR CORNER BRACING
<br />WITH FOIL BACKED FONol BEING USED FOR THE
<br />VAPOR BN'lRIER. VISQUENE, TAR PAPER OR
<br />SOME O~ER SUITABLE PRODUCT MUST BE
<br />'JSED OYER ll-iE WOOD
<br />
<br />//
<br />
<br />DOUBLE 2 x 4 TOP PLA, TE
<br />
<br />,./
<br />\'<,'"
<br />,?~,,~ / iii'
<br />/, ~ ~.., '~,i.I, :,:il~ i!,i
<br />~,:I, 'il'
<br />, ". ,I I
<br />iii' ,i II
<br />iii II i~ Ii:'
<br />:: I 1"~~ll
<br />Ii! II~IP-III~
<br />:~ill t.-
<br />!I! """,
<br />ii, ,~
<br />
<br />IF A FOURTH F~E WALL IS REOUIRED, ALL
<br />FRA!vlL'<G A-'<D BRACING ShALL BE THE SAME
<br />AS FOR Oll-iER WALLS OR PROVIDE ALUMINUM
<br />BEAMS OR 1'1000 HEADER AS REQUIRED FOR
<br />SPAN
<br />
<br />
<br />1'2. x 4'~ X 8'-0.
<br />PRESSBOARD OR OOX PLYWOOD
<br />(OpnO!'olAl) 0,006 MIL. VISQUE!'oIE ".r...:'-lo.~
<br />OR 15# FELT VAPOR BARRIER _y~~11 ~':~," ",
<br />W; ~!U" I:~~, ,/
<br />(OP'ilONAl) FOIL BACKED 3/4' -M,'" 1, - ....,~;'\, .,,~~ "" ,=~,;. "
<br />OR~/2"FOAMINSULATlON 0""" 'I '1":'\' ", "I'
<br />YAPORBA.RRIErt ~ ,,~, , -I :,'!!" "JI :1 :1;
<br />FOILTA?EALLJOiNTS ~~ '~~I ',~' \",,!;I~,i: "j
<br />W'iYL SIDING 1Y?ICAl , ~~' ," '\,!. ,!: ~
<br />SIDING IS TO BE SAILED@16. O~, ~ i~~!: ,"'",>> .", '~,'l?'ll II 'I
<br />TO'vlANUFACTURE,RSSPECIFICA,IONS kf'Z\~ ~II I ','
<br />NiD Ir,STRJCTIONS AS SUPPLIED BY '1, 'jl '
<br />THE Vlr-t'YL SIDiNG COMPNiY "";' ~
<br />
<br />NAlll'iG:
<br />SID,r.G OVER FURRING STRIPS:
<br />l' Sf-.AI,K ALUMINUM NAILS OR EQUAL
<br />SIDING OVER FCA.'.I:
<br />1.3/4' SKASK ALUMiNUM ,,,^ILS OR EQt.:AL
<br />
<br />SIDiNG PROPERLY APPLIED OYER PROPERLY
<br />FPAI^ED STRUCTURE OOMPlIES WITH 100 M,P,H,
<br />',',0 IA.F H, A-ND . 20 M,P,H, Wi:-olD ZONES
<br />SP"CiFiED IN SBCCi AND BOCA CODES
<br />
<br />NOTE: BRACI,NG FOR CORNERS Sf'AlL BE ',/2.4 PLY
<br />COX PLYWOOD FOR WOOD STUDS @ 24' DC,
<br />NAlL:D WITI1 ~d COMMON 6' O,C, EDGES AND
<br />12" 0 C, FIELD
<br />
<br />FO" ST"UCTUR.A.L GRADE rriERMAL PLY STUDS
<br />SKALL BE ',s' 0 C, AND NAILING OR SCREW
<br />PA'i"TER,N SAME AS COX ';V17'ri NAILS OR SCREWS
<br />PER MANUFACTUR:RS S?"CIFICJ., TIONS
<br />
<br />AL T:,RNATE Si<ACING SHAU BE 1,',/4" x ~4 GA.
<br />GALVAI'o/1Z:D COIL STRAP X.BRACED TO STUDS
<br />1'1/ (1 I ~d COMMON PE,=< STUD OR ~,~14' x 0,04<).
<br />AL'JMiNUM STRAP X-Bi<ACED A-ND NAJLED TO
<br />STUDS 1'1/ (2) 1.114' ALUM,NUM NAILS EACH STUD
<br />
<br />TYPiCAL WOOD FRAME
<br />ATTACHED TO STANDARD CONSTRUCTED HOME
<br />OR MOBILE HOME MANUFACTURED AFTER 1984
<br />
<br />2. x 4. TOP PLATE ,NON-5TRUCTUR.A.L
<br />ATTACH TO ALUMINUM BE/oM Wl~ #10 X
<br />2. S,M,S, OR USE TO FASTEN PANS TO
<br />
<br />1'1000 OR ALUMINUM FRAME
<br />
<br />~
<br />, I
<br />I
<br />I
<br />I
<br />I
<br />j
<br />I
<br />I
<br />I
<br />
<br />HOST STRUCTURE
<br />
<br />
<br />BRIDGiNG 4!l. ON CENTER
<br />
<br />518" PLYWOOD DECKING
<br />FACE GRAIN PERPENDICULAR
<br />TO JOiST
<br />
<br />
<br />"OR LUMB,-R COLL!MN~ "NCHOR ___-/'/
<br />N',1.., GAL VA.NIZ:D POST
<br />
<br />1)ALL 'NAU FRAMING 16. ON CENTER
<br />(EXCEPTION: 24. ON CE,NTER FOR
<br />WOOD STOi<AGE "OOM)
<br />2)P::"- POST CAN BE BOL ED TO
<br />SLAB OR CONTiNUOUS FOCTER
<br />OR KAVE iSOLATED CONCRfiE
<br />FOOTER EACH PIER
<br />(SE: DEI AIL)
<br />3)CENTER ST'R1NGER REQUIRED IF
<br />DEP~ OF DECK EXCE:DS 10'..0.
<br />4)HU"-RICA.N: A-NCHOR EACH JOiST
<br />TO CENTER STRINGER
<br />
<br />2. X 6"
<br />
<br />L
<br />i~i
<br />, 'I
<br />:~'
<br />
<br />SEE ~A)"'B FRAME DETAIL
<br />
<br />==----=
<br />. ::=---::::' =----
<br />~I ~~ABLE4,4
<br />~i~! \
<br />1, = -=: II
<br />:I-i'
<br />~! II
<br />jl !I I
<br />~,'II Ii i
<br />~ Ii i
<br />
<br />~I ==== k '"'""""'w,"
<br />""I :---- II
<br />."-- '
<br />~, ====== I' I
<br />: ======= ,: I
<br />.I~!:I
<br />~:II
<br />~
<br />
<br />,
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<br />r- ~i I
<br />~I
<br />~I
<br />~
<br />~ ,-
<br />,~II
<br />------ /~ I i~: ==
<br />______ I OD"VARiES I '~ :-
<br />~'1GW/DT1-I ! i ! I~: ==
<br />SEET~~~
<br />
<br />JACKST1JD ~
<br />
<br />-~\
<br />~~
<br />~~r~
<br />
<br />POSITION STUD
<br />
<br />cAVB FR)...YE DE~ AI;'
<br />
<br />TOP P1.ATE MUST BE PRESSURE TREATED
<br />PINE OR HA'IE VA?OR BARRiER BETWEEN
<br />ALUIA,NUM A-'1D WOOD
<br />
<br />2" X 6" FRA'.IiNG
<br />
<br />ALL WALLS WOOD FRAME
<br />
<br />CE,NTER LEDGER PIER
<br />
<br />K'iEE SRACE REQUIRED FOR
<br />HEIGHT OYER 4'-0.
<br />
<br />2: x 6. JOIST I"IANGER EACH END
<br />
<br />3-112' C0:,CRETE SU-'3
<br />
<br />TYPICAL WOOD DECK
<br />
<br />
<br />4' X 4' PRESSURE TREATED PINE
<br />OR 3' X 3' X 0,000. ALUM,NUM
<br />
<br />~
<br />I
<br />,--
<br />
<br />318. X 5. BOLT
<br />
<br />LEDGER SUPPORT
<br />
<br />LEDGER SUPPORT DETAIL
<br />
<br />r-~
<br />; ===I~: ~
<br />:---: ~ --;"'"~I ~
<br />~ r:=J iL...----l
<br />i HEAD~ooM i C ~ r---
<br />.d ,,= i' Y
<br />I ',I I I' '
<br />I I~ I
<br />
<br />~ Ii; ,
<br />:i
<br />I' [' ::
<br />I
<br />I II
<br />[ =, II !
<br />I g i L
<br />. ~ I I I
<br />~ I I
<br />'"
<br />
<br />~I
<br />
<br />I I
<br />
<br />'--
<br />I
<br />r-
<br />
<br />',\'G2C, ~~.~,,)~ GA;~A~~ c\::~:~
<br />
<br />JOIST BUCKE1S :1 x 6 FLOOR
<br />r- JOIST @ 16. ON CENTER
<br />\,-~ ,......., ~
<br />,; ii II I II I "I
<br />t , 1'1
<br />:'1 I I I 'I i I 11
<br />I II I I I I I IiI
<br />
<br />9 Iii i II ,\ I II ! i '[ iil
<br />., Iii ;' i :I)----t- DBL '12 xS :G;RDER:~ :il
<br />I :Ii II II %'1 1\ :1 \1 lit~ B: I'!:
<br />~ II, I II I I I I
<br />::;--L- I ~ '8
<br />; ~;ll~ il 'I Ii 'i Ii ,I I :i II :lli
<br />'~I I B "
<br />@111::ill
<br />:,1,1 G I, 'I 'I I
<br />1.0 ; I, II il
<br />9 II(~ ii' Ii d Ii
<br />Co II II I, II
<br />I L.;.J I I I
<br />il13 [I I Ii :1 II :1 '11
<br />~Jf!~=~~~~Mii"^,,,n>'::,""Q'" .~
<br />
<br />
<br />4 A SE: SCI~EDUlE BELOW
<br />/ VAHIES --t'
<br />DECKING MAY BE 5i8. OR l4'?L nvooo OR~. X 6. OR 2 x 6 ?tANKiNG
<br />NOTE: SEE SECTIONS (PAG: 8S)
<br />
<br />TYPICAL WOOD DECK FRAMING PLAN
<br />
<br />Girder Support Spacing
<br />
<br />Type Girder
<br />2,rx 6-
<br />2. r x 8'"
<br />Girder Splice
<br />Points-
<br />
<br />Spon 5e!',^,een SUDpQ(1 $paclng
<br />Two Spans Three Spans
<br />
<br />Four Of More
<br />~~..
<br />8'.....
<br />
<br />Stl"\9ie Span
<br />
<br />C.,'.""
<br />....''oJ
<br />
<br />E" -7~
<br />
<br />7".9"
<br />
<br />,.9"
<br />
<br />8'.13"
<br />
<br />5-0"' I ,.~'"
<br />
<br />r-t,....,.
<br />
<br />5.',"/8'.,"
<br />
<br />6'.c' I T."~
<br />
<br />. Measu."'ed ~ end SUO:or:s ('Z-6"{ Z..e-)
<br />
<br />Notes: , Assur:-,e<; 1J":"'1:Je( 10:.e;2 se;~: :"'()(",~se P,i?
<br />2 ~J,a.x.I~;.Irr ~oor ica~ ~S'= ~
<br />3 S::.a'1S ass..mE."C to De eo:.;al
<br />4 8aseoc::Y'1 rr,a;.,m....." o-aoCll. 'NId':h ~ ~6""';'
<br />
<br />ll-iE DESIGNS A-ND SPA-'<S SHO....... ON ll-iESE DRAW,'iGS ARE
<br />BASED ON rriE LOAD REOUIREMENTS FOR mE FOUCW'iNG
<br />CODES:
<br />1l STA-'1DARD BUILDING CODE W97, CHAPTER ~6
<br />INCLUDiNG ssm ~:>-96
<br />2) BOCA ~nONAL BUILDING CODE 1996
<br />3) TEXAS DEPARWEr-t1' OF INS\JPA'ICE WINDSTORM
<br />RESISTA-NT CONSTRUCTION 19S8
<br />
<br />
<br />WiND LOAD;O SNOW LOA!:! CONVERSION TABLE
<br />50 YR S'CM' lOAO :>!:SJ<:;' '!>'<<:ffllOAO w,"D lOAO I BUILD<"" TY?I:
<br />
<br />3.15'/SQFT,
<br />61-70 # / SQ, FT,
<br />S1,70 # I SQ FT,
<br />61.70 # / SQ, FT,
<br />61-70 # / SQ, FT,
<br />
<br />95 MPH I OPEN
<br />100 IvIPH / OPEN
<br />'20 MPH / OPE:-oI
<br />l10 MPH / ENCtOSED
<br />120 MPH / ENa.OSED
<br />
<br />Wi-ND ZONE
<br />SEAWARD OF I CW, .
<br />INlAND OF I CW '
<br />
<br />INTERCOASTAL WATE=<WAY
<br />
<br />CONVERSIO'l FACTO=<S
<br />ROOF \VALl.
<br />067 1,00
<br />074 100
<br />
<br />JOB NAME.
<br />
<br />ADDRESS
<br />
<br />::::v~.Vt::-Ir: '::::-~ C"JE ;)~::-"'V,IT SA.~'..Y
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