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<br />2" x 3' MINIMUM
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<br />POST SIZE AND SPACiNG
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<br />3-112' 2500 PS,I CONCRETE SLA3
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<br />MIO-SPAN BEA.'v\ SiMPlE SPAN
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<br />POST SiZE A....O SPACI~G
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<br />
<br />3-1.12" 2500 P,S.I. CONCRETE StAB
<br />WITH 6 x 6 'NELDEOWlRE MESH
<br />OR FI3ER MESH CONCRETE OVER
<br />VAPOR BARRiER
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<br />SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
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<br />?A.... OR COMPOSITE ROOF PANEL
<br />SECTION 7 DETAILS
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<br />,OP f>l.A,TE PRESSURE TREATED OR
<br />Wl111 VAPOR BARRIER AT ALUMINUM ROOF
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<br />2'" x 4' LUMBER TOP P\J\TE @ ROOF
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<br />2'" x 2" ALUMiNUM OR
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<br />SHEATHING:
<br />7/', 0 O,S3, OR 11Z" PlYWOOD wn~--l
<br />STUDS 24' ON CENTER OR STRUCTURAl.
<br />GRADE 111ERMAL PlY Wln, STUDS AT
<br />16' ON CENTER
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<br />2" x 4' PRESSURE TREATED P'..AT'E WITH
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<br />
<br />3-11Z" 2500 PSI CONCRETE SLA3
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<br />ATTACH SHED OR ROOM WALL TO
<br />HOST STRUCTURE WI 114' x 3-1/4'
<br />TA?CONS@ 16' O,C. FOR MASONRY,
<br />/I,6d COMMON @ 10 OC, OR #10 x 3-1/2'
<br />FOR WOOD, AND /110 X 2. 1 IZ" S,M.S.
<br />FOR l' X 2" ALUMINUM AND #10
<br />X 3-11Z" S,M,S, FOR 2" X 2" ALUMINUM
<br />
<br />111E DESIGNS A....D SPANS SHO\\IN ON 111ESE DRAWiNGS ARE
<br />BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
<br />COOES:
<br />1) STA.'1DARD BUILDING CODE 1997, CHAPTER 16
<br />iNCLUDING SSTD 10-96
<br />2) BOCA NATIONAL BUILDING CODE 1996
<br />3) TEXAS DEPARTMENT Of iNSURANCE WINDSTORM
<br />RESISTANT CONSTRUCTION 1998
<br />
<br />WI"ID LOAD TO SNOW LOAD CONVERSION TABLE:
<br />50 YR S"IQW l QAO :lESIG~ SNOW l c...o W;~!ll c...o I ElVfU)lNQ 1"YP'i:
<br />5 . 25 /II SQ, FT, 3 . 15/1 I sa. FT, 95 M?H 10PE,'J
<br />2&-30 /II sa, FT, 61-70/1 I SQ. FT, 100 MPH I OPEN
<br />31-35/11 SQ, FT, 61-70 III sa, FT, 120 M?H: OPEN
<br />3S-6O III SQ. FT, 61.70 III sa, FT, 110 MPH I ENClOSED
<br />61.70/11 SQ, FT, 61.70 III SQ, FT, '20 ~",PH I ENClOSED
<br />SELfC" ROOF 0"- ""'-l. "E\olBERS f"qQ<ol """"""".. 7! WIND ,CAD . "-!!US
<br />
<br />ALUMINUM POST AND BEAM
<br />
<br />SHEATHiNG,
<br />7116' DS,B, OR 11Z" PI. YWOOD WITH
<br />STUDS 24' ON CENTER OR STRUCTURAL
<br />GRADE Tl-iERMAL PlY WITH STUOS AT
<br />16" ON CENTER
<br />
<br />2" X 4' PRESSURE TREATED f>l.A,TE WITH
<br />318' X 4--11Z" CONCRETE ANCHORS AT
<br />4'--7 ON C€NTER
<br />SEE SlAB DETAILS
<br />
<br />NOTES: 1, A.'-iCHOR PANS TO HEADER CP.ANNEL WITH (3) #10 X 112' SM,S, WI WASHER.
<br />2. ANCHOR PANS TO ROOF BEAMS W1TH (3) 1110 X \12' S,M,S, WI WASHER.
<br />3, ANCHOR COlUMN TO CONC,RETE FLOOR IV1111 (2) \14' X 3" CONCRETE ANCHORS,
<br />4, ANCHOR COlUMN TO BASE f>l.A,TE WITH 1.1:4' S,S, BOlT
<br />5, A....CHOR SHEETING AS FOlLOWS:
<br />A. PL YVVOOO #8d COMMON @ 0 O,C, EDGES A.'JO 12" O,C, IN FIELD
<br />B. STRUCTURAL GRADE THERI.w. Pl Y PER w..'JUF ACllJRERS RECOMMENDATIONS
<br />OR #6 X 1.\14' DECK SCREWS @6" OC. EDGES A."O 12" O,C, FIELD AS A MINIMUM
<br />CARPORT W.\LL SECTION
<br />
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />
<br />WiNO ZONE
<br />SEAWARD OF I.CW, .
<br />IN\J\NO OF I.CW. '
<br />, INTERCOASTAL WATERWAY
<br />
<br />JOB NAME:
<br />ADDRESS:
<br />
<br />DRAWING FOR. ONE PERMIT ONLY
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