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<br /> <br />I BEAM TO COLUMN CONNECTIONS I <br /> <br />FASTENERS SHALL BE PLACED A MINIMUM [)f" 1/2" FROM EDGE OF BEAM AND A MINIMUM <br />SPACING AS PER THE CONNECTIONS BELOV FASTENERS SHALL NOT BE PLACED LESS THAN <br />3d APART. IF THESE SPACINGS CANN[]TBE ACHIEVED. THEN GUSSET PLATES SHALL BE <br />INSTALLED OR AL ENGINEERING. INC. MUST REVIEV AND PROVIDE APPROVAL. <br />2x2 INTERNALLY fASTENED <br />TD BEAM V I (2) <br />110d 1/2" SMS <br />110 SMS Ii! 24' D.C. <br /> <br /> <br />(8) 110x3/4" <br />EACH SIDE <br /> <br />2"x3" PB <br /> <br />DETAIL 0 <br /> <br />ALUMINUM END CAP <br />([]PTIONAL> <br /> <br />IIOx1 112" SMS <br />6" EACH SIDE Of <br />POST AND Ii! 24" <br />D.C. MAX. <br /> <br />2x2 INTERNALLY fASTENED <br />TD BEAM V I (2) <br />110xl 1/2" SMS <br /> <br />110 SMS Ii! 24' D.C. <br /> <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br />([]PTIONAL> <br /> <br />110d 112" SMS <br />6" EACH SIDE Of <br />POST AND Ii! 24" <br />D.C. MAX. <br /> <br />(2) 110x1" SMS <br />INTD SCREW' BOSSES <br />Of lx2 DB <br /> <br />(13) 110x3/4" SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY FASTENED <br />TD BEAM W'I (2) <br />110xl 112" SMS <br /> <br />110 SMS Ii! 24" D.C. <br /> <br /> <br />II II <br />II <br /> <br />2 X 7 <br />5MB <br /> <br />STeel <br /> <br />DETAIL CD <br /> <br />ALUMINUM END CAP <br />([]PTmNAL> <br /> <br />110x1 1/2" SMS <br />6' EACH SIDE Of <br />POST AND @ 24' <br />D.C. MAX. <br />(2) 110xl" SMS <br />INTD SCREW' BOSSES <br />OF lx2 DB <br /> <br />(15) 110x3/4" SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY fASTENED <br />TO BEAM V I (2) <br />110x1 1/2" SMS <br /> <br /> <br />110 SMS Ii! 24" O.C. <br /> <br />ALUMINUM END CAP <br />([]PTIONAL> <br /> <br />110xl 1/2" SMS <br />6" EACH SIDE Of <br />POST AND Ii! 24" <br />D.C. MAX. <br />(2) 110xl" SMS <br />INTD SCREW' BOSSES <br />OF 1x2 OB <br />2"x4' PB. SB OR 5MB <br /> <br />(9) 110x3/4" SMS EACH <br />SIDE VI GUSSET PLATE <br />(MIN. THICKNESS EQUAL <br />TO OR GREATER THAN <br />POST THICKNESS) <br /> <br /> <br />DET AIL <br /> <br />2x2 INTERNALLY fASTENED <br />TD BEAM V I (2) <br />110xl 1/2" SMS <br />lII0 SMS Ii! 24" O.C. <br /> <br />ALUMINUM END CAP <br />([]PTIONAL> <br /> <br />.10xl 1/2" SMS <br />6" EACH SIDE OF <br />POST AND @ 24" <br />O.C. MAX. <br /> <br />(2) 110d" SMS <br />INTO SCREV BOSSES <br />OF b2 DB <br /> <br />(14) 110x3/4" SMS <br />EACH SIDE <br /> <br /> DETAIL @ <br /> 2x2 INTERNALLY FASTENED <br /> TD BEAM V I (2) <br /> 110x1 1/2" SMS <br /> 110 SMS Ii! 24" D.C. <br /> ALUMINUM END CAP <br /> COPTmNAL> <br /> 110)(1 1/2" SMS <br /> 6" EACH SIDE Of <br /> POST AND Ii! 24' <br /> D.C. MAX. <br />II II II <br />II II II (2) lII0)(1' SMS <br /> INTO SCREW' BOSSES <br /> Of b2 DB <br /> (17) lII0)(3/4" SMS <br /> 2 X 8 EACH SIJIE <br /> 5MB <br /> <br /> <br />DETAIL CD <br /> <br />3871 TANIANI TRAIL, SUITE E <br />PORT OiARlOTTE. Fl 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 824-2382 <br /> <br />~ .u.UIlINUJI STRUCTURES lUSTER PLAN <br />ENliICEEJIING.INC. @) COPYRIGHT .AI. DGDlBERIlfG, INC. 2002 <br />Al ENGINEERING, INC. flORIDA UCENSE 174-41 <br /> <br />PAGE 78 or 266 <br />