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<br />2')(2')(.044' <br />SIDE....ALL <br />PURLIN <br /> <br /> <br />(4) 1110 SMS EA, SIDE OF PURL1N THRU <br />2-1I8')(2'x1/8' RECEIVING CHANNEL <br />(1110 SMS TO BE SPACED I' D.C. MIN.) <br /> <br />II <br />. <br />II <br />I <br />I <br /> <br />TOP RAIL/PURLIN/COLUMN <br />SCREEN WALL/SCREEN <br /> <br />CONNECTION <br />ROOF <br /> <br />1')(2')(.044' DB <br /> <br />.062' REC. <br />CHANNEL ....1 (4) <br />110 SMS INTO <br />EDGE BEAM AND <br />COLUMN (BOTH <br />SIDES) <br /> <br />I <br /> <br />!tl0)(1-1/2' SMS <br />@ 24' D.C. AND <br />....ITHIN 6' EA. <br />SIDE OF <br />COLUMN <br /> <br />I <br /> <br />2')(3')(.050' PB COLUMN OR <br />2")(3')(.045' SB COLUMN <br /> <br />I <br /> <br />DETAIL @ <br /> <br />I <br /> <br /> <br /> <br />I <br /> <br />EDGE BEAM <br /> <br />I <br /> <br />(2) - !tl0 SMS EA. SIDE OF PURLIN THRU <br />1 1/2')(2 1/8'xl/8' RECEIVING CHANNEL <br /> <br />NOTCH COLUMN TO FIT <br />PURLIN ANGLE <br /> <br />1')(2')(.044' OIB <br />....1 2 !tl0 )(3/4' SMS <br /> <br />!t12 SMS THRU CHANNEL INTO 2')(2' <br />lID )( 1 112' SMS @ 24' D.C. 2')(3' SB COLUMN <br />AND ....ITHIN 6' EA. SIDE OF COLUMN <br /> <br />DET AIL @ <br /> <br />I <br />\ <br /> <br />CPCO <br /> <br />3871 TAMIAMl TRAIL. sum:: E <br />PORT CHARLOTlE. fl. 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2:582 <br /> <br />~ ALUJlINUM STRUCTURES JUSTER PLAN <br />ENGKIRIt&.INC. @ COPYRIGHT AI. J:NGINURIMG. INC. 2002 <br />AL ENGINEERING. INC. fl.ORIDA UCENSE 17441 <br /> <br />PAGE 72 OF 266 <br />