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<br /> <br />IF Pl mOOD IS USED FOR CORNER BRACING <br />WITH FOIL BACKED FOAM BEING USED FOR THE <br />VAPOR BARRIER. VlSQUENE. TAR PAPER OR <br />SOME OTl-iER SUITABLE PROOUCT MUST BE <br />USED OVER Tl-iE WOOD <br /> <br />112' x 4'~' x 8'~' <br />PRESSBOARD OR CDX PL mooo <br />(OPTiONAL) 0.006 MIL. VISQUENE <br />OR 15# FELT VAPOR BARRIER <br /> <br />(OPTIONAL) FOil BACKED 314' _ <br />OR 112" FOAM INSULATION <br />VAPOR BARRIER <br /> <br />FOIL TAPE AlL JOINTS <br /> <br />VINYL SIDING TYPICAL <br /> <br />SIDING IS TO BE NAILED@ 16" O.C. <br />TO MANUFACTURERS SPECIFICATIONS <br />AND INSTRUCTIONS AS SUPPLIED BY <br />THE ViNYl SIDING COMPANY <br /> <br />NAILING: NOTE: <br />SIDING OVER FURRING STRIPS: <br />1" SHANK AlUMINUM NAlLS OR EQUAL <br />SIDING OVER FOAM: <br />1-314' SHANK AlUMINUM NAILS OR EQUAL <br />SIDING PROPERLY APPLIED OVER PROPERLY <br />FRAMED STRUCTURE COMPLIES WITH 100 M.P.H. <br />110 M.P.H. A."D 120 M.P.H. WIND ZONES <br />SPECIFIED IN SBCCI AND BOCA CODES <br /> <br />/ <br /> <br /> <br />DOUBLE 2 x4 TOP PLATE <br /> <br />IF A FOURTH FRAME WALL is REQUIRED. AlL <br />FRAMING AND BRACING SHALL BE Tl-iE SAME <br />AS FOR OTHER WAllS OR PROVIDE AlUMINUM <br />BEAMS OR WOOD HEADER AS REQUIRED FOR <br />SPAN <br /> <br />BRACING FOR CORNERS SHALL BE 112' 4 PLY <br />CDX Pl mOOD FOR WOOO STUDS @ 24' O.C. <br />NAILED WITH #ad COMMON 6' O.C. EDGES AND <br />12' O.C. FIELD <br />FOR STRUCTURAL GRADE Tl-iERMAL PLY STUDS <br />SHAlL BE 16" O.C. AND NAILING OR SCREW <br />PATTERN SAME AS COX WITl-i NAILS OR SCREWS <br />PER MANUFACTURERS SPECIFICATIONS <br />AlTERNATE BRACING SHALL BE 1-1/4' x 14 GA <br />GALVANIZED COIL STRAP X-BRACED TO STUDS <br />WI (1) #ad COMMON PER STUD OR 1.1/4' x 0,040' <br />ALUMINUM STRAP X-BRACED AND NAILED TO <br />STUDS WI (2) 1.1/4" ALUMINUM NAILS EACH STUD <br /> <br />FRAME AND AlUMINUM SCREEN. <br />VINYL OR GLASS WAlL <br />FOR LUMBER GOLUMNS N,?10R _ Y <br />WlTl-i GALVANIZED POST <br /> <br />TYPICAL WOOD DECK <br /> <br />1)ALL WAlL FRAMING 16' ON CENTER <br />(EXCEPTION: 24" ON CENTER FOR <br />WOOD STORAGE ROOM) <br />2)PIER POST CAN BE BOLTED TO <br />SLAB OR CONTINUOUS FOOTER <br />OR HAVE ISOLATED CONCRETE <br />FOOTER EACH PIER <br />(SEE DETAIL) <br />3)CENTER STRINGER REQUIRED IF <br />DEPTH OF DECK EXCEEDS 10'~" <br />4)HURRJCANE ANCHOR EACH JOIST <br />TO CENTER STRINGER <br /> <br />r <br /> <br />o <br /> <br /> <br />-L1 <br /> <br />LEDGER SUPPORT DETAIL <br /> <br />2' x 6" <br /> <br />~ <br /><uoMa ~ <br />, F <br />'F <br />! I ~ <br />~F <br />. F <br />I <br /> <br />2" x 4" TOP PLATE NON-STRUCTURAL <br />ATTACH TO AlUMINUM BEAM WITH #10 x <br />2" S.M.S. OR USE TO FASTEN PANS TO <br /> <br /> <br />~ <br />I <br />Ii I <br />. , <br />I I <br />, I <br />, I <br />I I <br />!J.-_ <br /> <br />SEE JA.MB FRAME DETAIL <br /> <br />TOP PLATE MUST BE PRESSURE TREATED <br />PINE OR HAVE VAPOR BARRIER BETWEEN <br />AlUMINUM A."D WOOD <br /> <br />f- <br />:t <br />~ <br />UJ <br />:t <br />~ <br />Z <br />Z <br />uJ <br />c- <br />O <br /> <br /> <br />FRAMING TO BE FLUSH <br /> <br />2' x 6' FRA/-.lING <br /> <br /> <br />AlL WALLS WOOD FRAME <br /> <br />I <br />JACK STU~D '----------___ <br />1= <br />~ ,i I ~ POSITION STUD <br /> <br /> <br />JAMB FRAME DETAIL <br /> <br />weOD FRAME GARAGE DOOR <br /> <br />WOOD OR ALUMINUM FRAME <br /> <br />HOST STRUCTURE <br /> <br />BRIOGING 48' ON CENTER <br /> <br />5/8' Pl YWOOO DECKING <br />FACE GRAIN PERPENDICULAR <br />TO JOIST <br /> <br />CENTER LEDGER PIER <br />KNEE BRACE REQUIRED FOR <br />HEIGHT OVER 4'~' <br />2' x 6' JOIST HANGER EACH END <br />3-112" CONCi-l.ETE tiLAi> <br /> <br />4' x 4' PRESSURE TREATED PINE <br />OR 3' x 3' x 0.090' ALUMiNUM <br /> <br />3/8' x 5' BOLT <br /> <br />LEDGER SUPPORT <br /> <br /> <br /> <br />~ <br /> <br />~ <br /> <br />q <br />~ <br /> <br />C%: <br />W <br />o <br />C%: <br />a <br />'" <br />'" <br />'" <br />w <br />..... <br />al <br />:;) <br />8 <br /> <br />q <br />Co <br /> <br />JOIST BUCKETS 2 x 6 FLOOR <br />JOIST @ 16' ON CENTER <br /> <br />DBL. 2 x 6 GIRDER <br /> <br /> <br />A <br /> <br />c;- . <br />J,.. MAX. SPAN BE1WEEN SUPPORTS l <br />SEE SCHEDULE BELOW _ <br />, <br /> <br />VARIES <br />DECKING MAY BE 5/8' OR 314' PL mOOD OR 5/4' x 6' OR 2 x 6 PLANKING <br />NOTE: SEE SECTIONS (PAGE 86) <br /> <br />TYPICAL WOOD DECK FRAMING Pu\N <br /> <br />Girder Support Spacing <br /> <br />T~C;irder <br />2-2" x 6" <br />2.2"xS" <br />Girder Splice <br />Points' <br /> <br />Single Span <br />s.,a' <br />T.9" <br /> <br />Span Between Support Spacing <br />Two Spans Three Spans <br />s'-,a' '0-7"" <br />T.,!' 6"-8"' <br /> <br />Four or More <br />0-4'" <br />8'-4"' <br /> <br />TYPICAL WOOD FRAME <br />ATTACHED TO STANDARD CONSTRUCTED HOME <br />OR MOBILE HOME MANUFACTURED AFTER 1984 <br /> <br />None <br /> <br />S~'/T.'1" <br /> <br />0,'"'/8'.'" <br /> <br />, Meascred from end suppor.s (Z-6"/ Z-8") <br /> <br />Notes: 1 Assumed lumber to be #2 saleel ror;-densa P T,P <br />2. Maximum fiOCi load 40ft/sq. ft. <br />3 Spans assumed 10 be eq'.Ja1 <br />4 Based on max,mum oeck w.dlh C1f 10~' <br /> <br />6'~'IT.1'" <br /> <br />THE DESIGNS AND SPA....S SHOWN ON THESE DRAWINGS ARE <br />BASED ON Tl-iE LOAD REQUIREMENTS FOR THE FOLLOWING <br />CODES: <br />1l STA."DARD BUILDING CODE 1997. CHAPTER 16 <br />INCLUDING SSTD 10-96 <br />2) BOCA NATIOr\AL BUILDING CODE 1996 <br />3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM <br />RESIST ANT CONSTRUCTION 1998 <br /> <br /> <br />Q) (? <br />o 0 <br />g CQ <br />0) ,.:. <br />Q) Q) <br />xQ)""C\j1l) <br />g~~~g <br />,_ , <br />2d~~N~ <br />~a:"""~""Q) <br />~x", <br />z~"'~oo <br />-.n 00 <br />2<ii8Q)~ <br />UJ ,..... <br />~ "0..... <br />.J~~";<~ <br />< ~,...Cz <br />~(/)~1Sg <br />::tlj~iiz< <br />:I:..Jo <br />S2 e <br />:I: <br />'" .J <br />::) ~ <br /> <br />....J <br /><l:: <br />::) <br />z <br /><l:: <br />'./)::::E <br />Wz <br />0::0 <br />~U5~ <br />ggs~ <br />O::U)W <br />f-wo <br />U)o::~ <br />W::lz <br />::::Eta <br />~::li= <br />u..o::() <br />o f- W <br />aU)U) <br />a::::E <br />~ ::l <br />Z <br />::::E <br />::l <br />....J <br /><l:: <br /> <br />.f- <br />w ~_ <br />, f-' N <br />Q.. ....J - <br />:;)N <br />V)<'> <br />:d~ i... <br />Q)u<~ <br />C~5;!~ <br />CllJ!;:"'''' <br />35~i3i~ <br />-J:I:__ <br />. ~ 5 w ~ <br />W~05e <br />.~:t~ <br />~a::"'itu. <br />....., UJ ('f') ...J <br />C W ... uJ <br />Q)~~>- <br />L..~Cll <br />:;:wo <br />Cils~ <br />u <br /> <br /> <br />NOTE: <br />WIND LOAD CONVERSION: <br />SPA."S AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.PH <br />WIND LOAD. :0 CONVERT TO A 140 M.P.H. WIND LOAD MUl TIPl <br />SPA....S AND HEIGHTS BY 0.85 <br /> <br />1 <br /> <br />OF <br /> <br />6 <br /> <br />JOB NAME: <br />ADDRESS: <br /> <br />DRAWING FOR ONE PERMIT ONLY <br />