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<br />I <br /> <br />I BEAM TO COLUMN CONNECTIONS I <br /> <br />I <br /> <br />FASTENERS SHALL BE PLACED A MINIMUM OF 1/2' FROM EDGE OF BEAM AND A MINIMUM <br />SPACING AS PER THE CONNECTIONS BELDV FASTENERS SHALL NOT BE PLACED LESS THAN <br />3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE <br />INSTALLED DR AL ENGINEERING. INC. MUST REV lEV AND PROVIDE APPROVAL. <br />2x2 INTERNALLY FASTENED <br />TO BEAM VI (2) <br />IIl0x1 1/2' SMS <br />1110 SMS @ 24' D.C. <br /> <br />I <br />t <br />1 <br />1 <br />f <br /> <br /> <br />(8) IIl0x3/4' <br />EACH SIDE <br /> <br />2'x3' PB <br /> <br />DETAIL ([) <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />IHOxl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />D.C. MAX. <br /> <br />2x2 INTERNALLY FASTENED <br />Tll BEAM V I (2) <br />IHOxl 1/2' SMS <br /> <br />1110 SMS Ii! 24' D.C. <br /> <br />I; <br />l <br />~\ <br />~; <br />,,' <br /> <br /> <br />i <br /> <br />I <br />I <br />I <br />I <br />! <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />IIl0xl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />D.C. MAX. <br /> <br />(2) 1I1Dxl' SMS <br />INTO SCREV BOSSES <br />OF lx2 DB <br /> <br />(13) IIl0x3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY FASTENED <br />Tll BEAM V I (2) <br />11lDxl 1/2' SMS <br /> <br />1110 SMS I!! 24' D.C. <br /> <br /> <br />J <br />r <br /> <br />19 19 <br />19 <br /> <br />2 X 7 <br />5MB <br /> <br />BTCCt <br /> <br />DETAIL CD <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />tHOxl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />D.C. MAX. <br />(2) 1I1Dx1' SMS <br />INTO SCREV BOSSES <br />OF lx2 DB <br /> <br />(15) 1I10x3/4' SMS <br />EACH SIDE <br /> <br />I <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM V I (2) <br />12' SMS <br /> <br /> <br />I <br /> <br />SMS @ 24' D.C. <br /> <br />(9) 1I10x3/4' <br />SIDE VI GUSS <br />(MIN. THICKNES <br />Tll DR GREATER <br />POST THICKNESS) <br /> <br />1I10x1 112' SMS <br />6' EACH SIDE Dr <br />POST AND I!! 24' <br />D.C. MAX. <br />(2) 1I1Dxl' SMS <br />INTO SCREV BOSSES <br />Dr 11(2 DB <br />2'x4' PB. SB DR 5MB <br /> <br />DET AIL <br /> <br />2x2 INTERNALLY FASTENED <br />Tll BEAM V I (2) <br />1I1Dx1 1/2' SMS <br />1110 SMS I!! 24' D.C. <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />1110xl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND Ii! 24' <br />D.C. MAX. <br />(2) IHDxl' SMS <br />INTO SCREV BOSSES <br />OF 1x2 DB <br /> <br />(14) IHDx3/4' SMS <br />EACH SIDE <br /> <br /> DETAIL @ <br /> 2x2 INTERNALLY FASTENED <br /> Tll BEAM V I (2) <br /> ltlDx1 1/2' SMS <br /> lt1D SMS I!! 24' D.C. <br /> ALUMINUM END CAP <br /> <OPTIONAL> <br /> ltl0xl 1/2' SMS <br /> 6' EACH SIDE OF <br /> POST AND Ii! 24' <br /> D.C. MAX. <br />19 19 19 <br />19 19 19 (2) ltl0xl' SMS <br /> INTO SCREV BOSSES <br /> OF 1x2 DB <br /> (17) lt10x3/4' SMS <br /> 2 X 8 EACH SIDE <br /> 5MB <br /> <br /> <br />DETAIL CD <br /> <br />3871 TAMIAMI TRAIL. sun!;; E <br />PORT CHARLOTTE. FL 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ALUJlINUII STRUCTURES IlASTER PLAN <br />EHGINE8lItG, INC. @ COPYRIGHT AL ENGINEERING, INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 78 OF 266 <br /> <br />l <br />