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<br />IF PI. YWOOD IS USED FOR CORNER BRACING
<br />WITH FOIL BACKED FOAM SEING USED FOR THE
<br />VAPOR BARRIER. VISQUENE, TAR PAPER OR.
<br />SOME OTHER SUITABLE PRODUCT MUST BE
<br />USED OVER THE WOOD
<br />
<br />./
<br />/
<br />
<br />DOUBLE 2 x 4 TOP PLATE
<br />
<br />
<br />WOOD OR AlUMINUM FRAME
<br />
<br />IF A FOURTH FRA}~E WALL IS REQUIRED, ALL
<br />FRAMING AND SRACING ShALL SE THE SAME
<br />AS FOR 01l-'ER WALLS OR PROVIDE AlUMiNUM
<br />BEAI~S OR 1'.'000 HEADER AS REQUIRED FOR
<br />SPAN
<br />
<br />
<br />~
<br />i"-...,
<br />I I
<br />I I
<br />I i
<br />I
<br />
<br />BRIDGING 43' ON CENTER
<br />
<br />S/S" PLYWOOD DECKING
<br />FACE GRAiN PERPENDICUlAR
<br />TO JOiST
<br />
<br />TYPiCAL WOOD FRAME
<br />ATTACHED TO STANDARD CONSTRUCTED HOME
<br />OR MOBILE HOME II.ANUFACTURED AFTER 1984
<br />
<br />, 12' x 4'~ x 8'-0'
<br />PRESSBOARD OR COX PLYWOOD
<br />(OPTlONAl) 0,006 MIl. VISQUENE '.r....]'
<br />OR 15# FELT VAPOR aASRIER -V, ~ '. ~,',
<br />~ 'i
<br />(OPilO"lAl) FOIL BACKED 3/4' _~~II, ,'L;'~k\i
<br />OR 1/2" FON-A INSULATlO"l K:" ~/> I
<br />VAPOR BARRIER · ,,~, i?'cdl
<br />FOIL TAPE AlL JOIN,S ~~~,I
<br />V,NYl SIDI,NG TYP'CAl / ~ i
<br />
<br />SIDiNG IS TO BE NAILED @ ',6" 0 C, - J
<br />TO 'AA.NUFACilJRERS SPECIFICATIONS
<br />AND i~.STRUC710,NS AS SUPPLIED 5Y
<br />THE VINYl SIDING CCMPA.'iY
<br />
<br />NAlLI'IG:
<br />SIC:I~,G OVER FURRi"'G STRIPS:
<br />1" Sf'.A."iK ALUMiNUM NAILS OR EQUAL
<br />S'D,...G OVER FOA'.I:
<br />'-3.'4' SHA.'\K ALUMINUM NAILS OR EQUAl
<br />SIDiNG PRO?ERL Y APPlIEJ OVER PROPERLY
<br />FRJ-J~ED STRUCTURE COMPLIES WITH 100 M.P.H.
<br />1 ',0 IAFH, AND '20 M,P,H. '''''iND ZONES
<br />S?=CIFIED IN saccI 10."0/0 aoCA CODES
<br />
<br />.I:
<br />
<br />::i
<br />'"
<br />'"
<br />
<br />HOST STRUCTURE
<br />
<br />HEADER SIZE
<br />SEE TABLE SELON
<br />
<br />~~~
<br />~'" ",
<br />~ ,~"I.
<br />,\\, '~.'~~'~ii 1117 ,:1,'
<br />Ii::":' "",,~, 'i ;;1
<br />~II Iii I . '" 'Ii 1:11
<br />, ' ,\ ' "I' ,
<br />\\1'0' 'i'i"
<br />'~"\""',' ','lll i" ~:
<br />~.'i~Y
<br />~,:l'~
<br />
<br />NOTE: BRACiNG FOR CORNERS Sf-'AlL BE 112" 4 PLY
<br />COX PLYWOOD FOR WOOD SilJD::; @ 24" OC,
<br />NAILED WITH 1:'&1 COMMON 6' O,C. EDGES AND
<br />12" 0 C. FIELD
<br />
<br />"'JR LUMSlR COLlIMN'; "NCHOR ~
<br />M1.., GALVANIZED POST
<br />
<br />TYPICAL WOOD DECK
<br />
<br />FOR STRUCTURAl GRADE TrlERMAl PLY STUDS
<br />SKAlL aE 16" OC. A"ID NAIU~G OR SC'\EW
<br />?A~,=<'~ SAME AS COX '''''ITH NAILS OR SC,=<.EWS
<br />PER 'AA.NUFACilJ~RS S?EC1FIQ./- TIONS
<br />
<br />AL 7ERI'(ATE BRAC1~G SHAll BE '.',/4' x ',4 GA
<br />GALVA'IlZED COIL STRAP X-BRACED TO STUDS
<br />WI (1) #8d COMfAO~ PER STUD OR 1.1/4' x O.c..o"
<br />Al~MiNUM STRAP X-BRACED A'o/D ...AilED TO
<br />SilJCS WI (2) '.114' ALU,MINUM NAilS e,"CH SilJD
<br />
<br />1)AlL WALL FRA..M,'IG 16- ON CE,...TE"
<br />(EXCEPTION 24" ON CENTER FOR
<br />WOOD STO"",,GE ROOM)
<br />2)?IER POST CAN aE SOL TO TO '
<br />SLAB OR CON'TI~UOUS FOOTE=<'
<br />DR HAVE iSOLATED CONCRETE
<br />FOOTER EACH PIER
<br />(SEE DEI AiL)
<br />3)CENTER STRINGER REQUiRED IF
<br />DEPTH OF DECK EXCEEDS ,C'~"
<br />4)HURRICANE A'ICHOR EACH JOIST
<br />TO CE"<TER STRI.NGE"
<br />
<br />LEDGER SUPPORT
<br />
<br />, w~
<br />~-. .. "" ,;;
<br />-;/' : v I ~ '7
<br />I. - I
<br />,--
<br />='<=
<br />- I\.,
<br />
<br />-I · (. f
<br />~I
<br />:;-
<br />
<br />4' X 4' PRESSURE TREATED PiNE
<br />OR 3" . 3' .0.090" Al.UM,NUf-A
<br />
<br />lIS" x 5- SOL T
<br />
<br />LEDGE~ SUPPORT DETAIL
<br />
<br />2" x 5"
<br />r- -~
<br />/ ___ . r-i i L---: 1_
<br />;::::::=--, i ~ ~~"------II
<br />'~.i' , r I iL------i
<br />:::=.---= :~. -- HEADRooM il---;i
<br />! ===---=::. =-----= .. -J U ~I,
<br />',. .~.==---~SE~T'clE4.4 - ""=- _ "--11
<br />- - ~ (2)2"X_::>c- I"-' ~
<br />~I! ==--== : II : !i I
<br />~ I! i 11_
<br />---- L II
<br />Ii
<br />, ,-
<br />I
<br />I
<br />
<br />2- x 4" TOP PLA-TE ~ON-STRUCTURAl
<br />ATTACH TO AlUMI~UM BEAM WITH #10 x
<br />2" SM.S. OR USE TO FASTEN PANS TO
<br />
<br />~i
<br />
<br />~.'.;I.
<br />. II
<br />"
<br />
<br />:1 Ii TOP PlATE MUST aE PRESSURE TREATED
<br />:i 'I PINE 0" HAVE VAPOR BA=<'RiER BETWEEN _
<br />:1 I I AlUM,NUM AND WOOD I i
<br />
<br />:' ==== "',.... I g!
<br />;: ==== ..! ~ FR.A.l,\iNG TO BE FlUSrl ~ I,
<br />
<br />======= B i ,
<br />~. ----- i' 2" x 0 FRA.',AI~G is I I C=:=j !
<br />:l~'!' I! ~
<br />~~.. ===-----=. :1..', II I I ======
<br />~,
<br />AlL WALLS WOOD FRAME I ~;-
<br />
<br />"''' ;'DO -,,--- '-_____________ j:~----'l ,2:3 =
<br />~ ~NGWIDT).; I I .~I-
<br />-...(~~ SEEiA8LE;;-__,j________ __ I~
<br />~~l :.r~~ ---- '-- POSITION STUD ---------" ~
<br />
<br />SEE "AMa FRAME DETAIL
<br />
<br />~
<br />
<br />I:
<br />
<br />,-
<br />
<br />"AI.'B F"....ME DE- A,L
<br />
<br />',I,'.:::C ::~..~,">::: GI~'~";~~ C::~:~
<br />
<br />.*.. '.' -----.--.-,-..-~- .--.-- -- .-----.-~-.-----.-~-- --~-.~_.-. .-. .-~ - -- .. .....~.- -'-- '--.___~__~_w_..__ _...._. _ ._._.________._. _._____ ___
<br />
<br />\,-~/
<br />
<br />JOIST BUCKETS 2 x 6 FLOOR
<br />JOIST@ "0 ON CENTER
<br />
<br />Cl
<br />II :::J
<br />,[ ,i :1 'i ':1 II
<br />'11:1 :1 ,; il ii
<br />q III ! I I 'I
<br />., III I I DBL I 2 x 6 ,GlROER, III
<br />
<br />::i I ,II il ::\1 'liiIB, ilil
<br />~ III I II I I I Iii
<br />~ ..----- II I r---J I I
<br />
<br />~ ~~~ II I ,[ II T ====1 :1 ~I ,:1
<br />
<br />I c.J 'I ' B
<br />
<br />:1, ~ :1 ii il
<br />9 II" 1'1 :I'i il :,11 I,I
<br />., II N ,I"
<br />:1 L:J :1 i 11 ,I
<br />II' i5 'I : Ii: I Ii
<br />II' g:1 -). '! A ',i II I _I,'l
<br />~ f' ,I r---, II
<br />
<br />\,- ~ - -=.:= ---: ~ -".- ",..:x-:P"A"I 3ET\~'EE:: SUPPORTS ..".,
<br />A SEE SC:-<EDULE BELOIV
<br />/ VAAIES.-----I'
<br />DECKiNG MAY aE 5/8" OR 3.4" Pl YVvOOD OR 5/." x 6" OR 2 x 6 PU....,Kj~G
<br />NOTE: SEE SECTIONS (PAGE 86)
<br />
<br />U)
<br />w
<br />0::
<br />:J
<br />f-
<br />U
<br />:J
<br />0::
<br />f-
<br />U)
<br />w
<br />2
<br /><
<br />0::
<br />lJ..
<br />o
<br />o
<br />o
<br />3:
<br />
<br />-l
<br /><
<br />:J
<br />Z
<br /><
<br />2
<br />z
<br /><.? U)
<br />(/) ...J
<br />W ~
<br />o f-
<br />(/)w
<br />wO
<br />0:: ~
<br />:J Z
<br />t;o
<br />:J f=
<br />0:: l)
<br />f- W
<br />(/)(/)
<br />:2
<br />:J
<br />Z
<br />:2
<br />:J
<br />-l
<br /><
<br />
<br />
<br />TYPICAL WOOD DECK FRAMING PLAN
<br />
<br />Girder Su pport Spacing
<br />
<br />Type Girder
<br />2.2" x 5-
<br />2,2" x a-
<br />Girder Splice
<br />Points.
<br />
<br />Slngie Span
<br />
<br />Span 5er~'een Support Spacing
<br />Two Spans Three Spans !
<br />
<br />Four Of ~ore
<br />5""':"
<br />8'-4'
<br />
<br />:'. ~:)'
<br />
<br />S'.',C"
<br />
<br />6"-7"
<br />
<br />;.;"
<br />
<br />7-9"'
<br />
<br />8'","
<br />
<br />s.:y'//,.,j"
<br />
<br />6"'-18','-
<br />
<br />N;:r.e
<br />
<br />6'.c' I ;-.\1"
<br />
<br />. tJioaasu;eO ~ enc SI".~:if.S !, 'Z-B", :-e-')
<br />
<br />Notes:
<br />
<br />ASS..H....,ec l-.r"1bef 10 ~ #2 se.~~ ,'or\~se Pi?
<br />Ma.kl:;"\;,;rr, ~OO' leae 4.J=is~ ~
<br />S;.ans ~S\ft1eo: ~o ~ e<J'.;al
<br />4 Bas~ on ~,axI!T'I'Jn o-ack ...,cr.r, Ol is';;'
<br />
<br />
<br />THE CESIGNS A'o/D SPANS SHOWN 0"1 THESE DRA'MNGS ARE
<br />BASED ON THE LOAD ~OUIREMENTS FOR THE FOUO',V,NG
<br />CODES:
<br />
<br />1) STA'o/OARD BUILDING CODE 1997, CHAPTER ',6
<br />INCLUDiNG ssm 1 D-"B
<br />2) BOCA NATIONAl BUILDING CODE 1996
<br />3) TEXAS DEPARThlEN'T OF INSURANCE WiNDSTORM
<br />RESISTANT CCNSTRIUCTION 'l'S8
<br />
<br />'"
<br />
<br />
<br />WiND LOAD TO SNOI'I LOA!) CONVERSION TABLE
<br />~ YR S'OW lOA:) DESIG' s.-.ow lOA:) W1'O lCA:l/BV'LO<loIG ~
<br />3-15#/Sa.FT. 95MPH/0?SN
<br />61-70 # I sa. FT. 100 MPH / OPEN
<br />6'-70 # I sa. FT. 120 MPH I OPEN
<br />61.70 # 1 SQ FT. "0 MPH 1 E,NCtOSED
<br />61,,70 # I sa FT, 120 MPH I ENCLOSED
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br /> CONVUlSION FACTORS
<br />I ,'1iND ZONE ROOF I ""All
<br />I SEAWARD OF I C.I'I. ' 067 I 1.00
<br />I INLAND OF I C.W. ' 074 I 100
<br />
<br />INTERCOASTAl WATERWAY
<br />
<br />Joa NAME,
<br />ADDRESS.
<br />
<br />1
<br />
<br />CF'
<br />
<br />-:::
<br />
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