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<br />PRESSURE TREATED PINE P'..ATE
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<br />TABLE 2,1.1 A."D I OR 2,1.2
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<br />3-~r2' 2500 PS,L CONCRE7E SLAB
<br />'81TH 6 x 6 WELDED MRE 'AESH
<br />OR FIBER MeSH CONCRETE CVER
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<br />WITH 6 x 6 WELDED WIRE MES.'1
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<br />VAPOR SA,RRIER
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<br />PA." OR CCMPOSITE ROOF PANEL
<br />SECTION 1 DEi AilS
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<br />TOP PLATE PRESSURE iREATED OR
<br />,'v1rrl VAPOR BARRIER AT ALUMINUM ROOF
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<br />2" x 4" LUMBER TOP ?tATE @ ROOF
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<br />2" . 2" ALUMiNUM OR
<br />2" x 4'lUM8ER #2 S'p,F, (1.41'1,)
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<br />SHEAll1ING:
<br />m C' O,S,8, OR W:' Pl '('NooD WIT\1
<br />ST\.IOS 24' ON CENTER OR STRUCT\.IRAl
<br />GRADE THERJ>\Al?L Y ..V1n; STUDS AT
<br />16" ON CENTER
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<br />2" x 4" PRESSURE TREATED PLATE WITH
<br />~. x 4-112" CONCRETE ANCHORS AT
<br />4' -0' ON CENTER
<br />SEE SL.AB DEiAllS
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<br />ATiACH SHED OR ROOM WALL TO
<br />HOST STRUCiLJRE WI ~14" x 3-1(4'
<br />TAPCONS@ 16" O,C, FOR MASONRY.
<br />#16d COMMON @ ',6" O,C, OR #10 x 3-11'2'
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<br />FOR 1'.2" ALUMiNUM A."D #10
<br />x Jo1.12" S,M,S, FOR" x 2" ALUMINUM
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<br />ll1E DESIGNS A."O SPA.'<S SHOW'I ON THESE CiRAWiNGS ARc;
<br />BASED ON 'THE LOAD REQUIREMENTS FO'< TrlE FOUOWiNG
<br />CODES:
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<br />1) ST ""NCA=<D BUILDiNG CODE 1 S97, CHAPTE,=< 15
<br />INCLUDi'<G ssm ~C-96
<br />2) BOCA ~TIONAL BUilDiNG OOOE 19':,,(;
<br />3) TEXAS DEPA.=<TMEN1' OF iNSURANCC W,NDSTORM
<br />RESISTA.'iT CONSTrtUCTION 1r.3
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<br />AL'JMINUM POST A.'<D BENA
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<br />'l"'fO....,O LeAD f BLilt.=;~ "t""?'E
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<br />SHEA11-1iNG
<br />1/16" OSS. OR 1.'2" ,"\.,(\\,000 '811'1;
<br />ST\.IDS 24' ON ce"'TER OR SiRUCTURAl
<br />GRADE THERMAL PLY 81TH S';\JOS AT
<br />, 6" ON CE."TE,=<
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<br />2".4" PRESSURE TREATED PlATE 8111-1
<br />:1ie' . 4-,12" CONCRETE ANCHORS AT
<br />4.-0' ON CENTER
<br />SEE SLAB DE: AILS
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<br />NOTES: , A.NCHOR PA.'iS TO HEADER CHA.'iNEL WIT'rl (3) .10 x 11'2" S,M,S, WI WASHER.
<br />2. A.'<OHOR PA.'<S TO ROOF SEA'AS 81TH (3) #10 x 11'2' S,M,S, \VI WASHER,
<br />3, ANCHOR COLUMN TO CONCRETE FlOCR \V1ll1 (2) 1(4' x 3" CONCRETE ANCHORS,
<br />4, ANCHOR COLUMN TO BASE PlATE WITH 1,114" S.S, BOLT
<br />5, A.';CHOR SHEEiiNG AS FOlLOWS:
<br />A PL '(WOOD #Sd COMMON @ 6" OC. EDGES A."O 12" O,C, IN FIELD
<br />B, STRUCT\.IRAl GRADE THERMAL P\. Y PER MA....UFACT\.IRERS RECOMMENDATiONS
<br />OR #6 x '.'14' DECK SCREWS@6"0.C, EDGES A.'<O 12" D.C. FIELD AS A MINiMUM
<br />CARPORT WALL SECTION
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<br />95 !.IPH , OPEN
<br />100 MPH I OPEN
<br />12{) !.IP",' OP::,N
<br />" 0 MPH I E.'.CLOSED
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<br />TEXAS CONV::RSION TABLE;
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<br />MND ZONE
<br />SEAWARD OF I.C'\\" .
<br />INtA."D OF I.cw. .
<br />iNTERCOASTAL WATERWAY
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<br />JOB NAME; ::rA N N Ei R..
<br />ADDRESS LoT;).} 3
<br />EM r; RALJ) ?tJl }.) r
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<br />DRAWING FOR ONE PERMIT ONLY
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