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<br />POST SIZE A.'1D SPACiNG
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<br />3-~/2. 2500 ?S,1. CONC"IETE SLAB
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<br />M'lNiMUfA 3" x 3" x 0,060" Tl1RU.
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<br />ROCF CONNECT!ON DETAILS
<br />SE:: SECTION 7 DETAILS
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<br />MID-SPA.... SEA<A SIMPLE SPA.N
<br />TABLE 2,1,1 A....D I OR 2,12
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<br />3-1:'2.2500 PS,J, CONCRETE SLAB
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<br />PA.N OR CO\<PCSITC ROCF PA....EL
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<br />ROOF PA....ELS
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<br />ATTACH SHED OR ROOM WAlL TO
<br />HOST STRUC7\.JRS 'N! '/4- x ';'.1/4-
<br />TAPCONS @ '6" O,C, FOR MASONRY,
<br />#',Sd COMMON @ 16. O,C, OR ~10 x 3-1/2.
<br />FOR WOOD, AND ~10 t 2,1/2" S,M,S,
<br />FOR I" x 2" AlUMiNUM AND ~10
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<br />NE DESIGNS A....D SPA.NS SHOW'"" CN T1-<ESE D?A'N,NGS A.'IE
<br />SASED ON T1-'E LCAD REQUIREMENTS FOR T1-'E =OLLOWiNG
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<br />INClUDi,'iG SSTD 10-;>6
<br />2) SOCA'\A TiONAl 9UllDi"'G CODE 1 9">'3
<br />3) itoXAS DEPA.qThlENT OF iNSURA"'CE WINCSTCf'.M
<br />RESIST A.'iT CONSTRUCTION 19$8
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<br />WIND LOAD TO 5:-<OW LOAD COSYERS!ON TAB' =:
<br />I 50 VR S,'<CW Lc..;) I OCSIG~ SNCW Lc..;) I"',~o L:;"": I alA,.):.... ~
<br />5. 25 ~ / SQ, FT, I 3, 15 ~ I SQ, FT, 95 ,<AP,"I / O?::N
<br />126-30 ~ / 50, FT, I 61.70 ~ I SQ, FT, 100 ,<AP"i / OP::N
<br />131-35 # / SQ, FT, I 61.70 ~ I SQ, FT '2D ',\?"I / OP:N
<br />130-<<1 t# I 50, FT,I 61.70 t# I SQ, FT, 1 10 <AF"II ::'iC:..oSED
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<br />SEE SLAB DET AILS
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<br />NCTES: I, A....CHOR PA.NS TO HEACER Cl-'A"NEL WITo1 (3) ~'O x 1/2" S,MS, WI \'1ASHE,=<"
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<br />4, A.NCHOR COlUM,N TO BASE ?lATE WIN 1'1/'" SS, BOLT
<br />5, A....CHOR SHEETiSG AS FOllOWS:
<br />A. Pl'l'\'IOOO #Sd COMMON @ 6" OC, EDGES A.'1D 12" O,C, IN FIELD
<br />8, STRUCllJRAl GRADE THEf'.!.'Al.. PLY PER MANUfACllJREP.S RECOMME.'10ATiONS
<br />OR #6 x '.1/4" DECK SCREWS @5"O,C, EDGES A....D ,2. O,C, FiELD AS A MI...,MUM
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<br />CARPORT WALL SECTION
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<br />TEXAS COWERS ION TABLE;
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<br />CONYERSIO'i FAC70'ZS
<br />ROOF ''lAC.
<br />0,67 1,00
<br />0.74 1.00
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<br />INTERCOASTAl WATERWAY
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<br />DRAWING FOR ONE PERMIT ONLY
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