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<br />I BEAM TO COLUMN CONNECTIONS 1 <br /> <br />rASTENERS SHALL. BE PLACED A MINIMUM Of 1/2' rROM EDGE or BEAM AND A MINIMUM <br />SPACING AS PER THE CONNECTIONS BELOV rASTENERS SHALL NOT BE PLACED LESS THAN <br />3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE <br />INSTALLED OR AL ENGINEERING, INC. MUST RDiIEV AND PROVIDE APPROVAL. <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM V I (2) <br />IIOxl 1/2' SMS <br /> <br />1110 SMS @ 24' O,C. <br /> <br /> <br />(8) IIOx3/4' <br />EACH SIDE <br /> <br />2'x3' PB <br /> <br />DETAIL ([) <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />InOxl 112' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />D.C. MAX. <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM V I (2) <br />1I10xl 1/2' SMS <br /> <br />110 SMS I!! 24' D.C. <br /> <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />IlOxl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />O,C. MAX. <br /> <br />(2) IIl0xl' SMS <br />INTO SCREV BOSSES <br />OF lx2 OB <br /> <br />(13) 1I10x3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM V I (2) <br />1I10xl 1/2' SMS <br /> <br />1110 SMS l! 24' D.C. <br /> <br /> <br />. . <br />. <br /> <br />2 X 7 <br />5MB <br /> <br />BTCCI <br /> <br />DETAIL <D <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />IIl0xl 1/2' SMS <br />6' EACH SIDE OF <br />POST AND I!! 24' <br />O,C. MAX, <br /> <br />(2) IIOxl' SMS <br />INTO SCREV BOSSES <br />OF b2 DB <br /> <br />(15) IIOx3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM V I (2) <br />'lOxl 1/2' SMS <br /> <br /> <br />(9) .10x3/4' SHS EACH <br />SIDE VI GUSSET PLATE <br />(MIN. THICKNESS EQUAL <br />TO OR GREATER THAN <br />POST THICKNESS) <br /> <br />1110 SMS l! 24' D.C. <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />IIl0xI 1/2' SMS <br />6' EACH SIDE Of <br />POST AND I!! 24' <br />O,C, MAX, <br />(2) #lOxl' SMS <br />INTO SCREV BOSSES <br />OF lx2 DB <br />2'x4' PB, SB OR 5MB <br /> <br />DETAIL @) <br />2x2 INTERNALLY fASTENED <br />TO BEAM V I (2) <br />#lOxl 1/2' SMS <br />#10 SMS I!! 24' O.C, <br /> <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />'lOxl 1/2' SMS <br />6' EACH SIDE or <br />POST AND I!! 24' <br />D.C. MAX, <br /> <br />(2) #lOxl' SMS <br />INTO SCREV BOSSES <br />OF b2 DB <br /> <br />(14) #IOx3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY fASTENED <br />TO BEAM V I (2) <br />#lOxl 1/2' SMS <br /> <br />1110 SMS I!! 24' O.C. <br /> <br /> <br />. . 4B <br />4B .' 4B <br /> <br />2 X 8 <br />5MB <br /> <br />DETAIL CD <br /> <br />3871 TANIANI TRAIl. sum: E <br />PORT OiARlOTTE. Fl 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 112+-2382 <br /> <br />~ M.UIIINUII STRUCTUIUS JaSTER PLAN <br />EMliKEJlItG, INC. @ COPYRIGHT AI. DGJMJD:RING. mc. 2002 <br />AL ENGINEERING. INC. FlORIDA UCENSE 17441 <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />#lOxl 112' SMS <br />6' EACH SIDE Of <br />POST AND @ 24' <br />[],C, MAX, <br /> <br />(2) #lOxl' SMS <br />INTO SCREV BOSSES <br />Of b2 DB <br /> <br />(17) #IOx3/4' SMS <br />EACH SIDE <br /> <br />PAGE 78 or 266 <br /> <br /> <br />. <br />II <br />. <br /> <br />