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<br />I <br />I <br />1 <br />I <br />'-. <br /> <br />I BEAM TO COLUMN CONNECTIONS I <br /> <br />rASTENERS SHALL BE PLACED A MINIMUM OF 1/2" rROM EDGE or BEAM AND A MINIMUM <br />SPACING AS PER THE CONNECTIONS BELo'J FASTENERS SHALL NOT BE PLACED LESS THAN <br />3d APART. Ir THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE <br />INSTALLED OR AL ENGINEERING. INC. MUST REVIE'J AND PROVIDE APPROVAL. <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM '.I I (2) <br />1110xl 112" SMS <br /> <br />tllO SMS @ 24" D.C. <br /> <br /> <br /> <br />(8) 1110x3/4' <br />EACH SIDE <br /> <br />2'x3' PB <br /> <br />DETAIL 0 <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />110xl 1/2' SMS <br />6" EACH SIDE OF <br />POST AND I! 24' <br />D.C. MAX. <br /> <br />FASTENED <br /> <br />110 SMS @ 24" D.C. <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />1110xl 1/2" SMS <br />6" EACH SIDE or <br />POST AND @ 24' <br />D.C. MAX. <br /> <br />(2) 1I10xl" SMS <br />INTO SCRE'J BOSSES <br />or 1x2 DB <br /> <br />(13) 1I10x3/4" SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM '.I I (2) <br />110x1 1/2" SMS <br /> <br />1I1D SMS @ 24' D.C. <br /> <br /> <br />. . <br />. <br /> <br />2 X 7 <br />5MB <br /> <br />BTCCt <br /> <br />DETAIL CD <br /> <br />3871 TANIAMI TRAIL. SUITE E <br />PORT OiARLOTTE. F1.. 3.:5952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />tHOxl 1/2" SMS <br />6" EACH SIDE OF <br />POST AND @ 24' <br />D.C. MAX. <br /> <br />(2) 1I10d" SMS <br />INTO SCRE'J BOSSES <br />or 1x2 DB <br /> <br />(15) 110x3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY rASTENED <br />TO BEAM '.I I (2) <br />1I10d 112' SMS <br /> <br /> <br />1I10 SMS @ 24" D.C. <br /> <br />ALUMINUM END CAP <br /><OPTIONAL> <br /> <br />1I10xl 1/2" SMS <br />6' EACH SIDE Of' <br />PCST AND I! 24" <br />C.C. MAX. <br />(2) 1I10xl" SMS <br />INTO SCRE'J BOSSES <br />OF lx2 DB <br />2"x4' PB. SB OR 5MB <br /> <br />(9) 110x3/4" SMS EACH <br />SIDE ...1 GUSSET PLATE <br />(MIN. THICKNESS EQUAL <br />TO OR GREATER THAN <br />POST THICKNESS) <br /> <br /> <br />DETAIL <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM '.I I (2) <br />1I10xl 1/2" SMS <br />tllO SMS @ 24" O.C. <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />110xl 1/2' SMS <br />6" EACH SIDE OF <br />POST AND @ 24" <br />D.C. MAX. <br />(2) 110xl' SMS <br />INTO SCRE'J BOSSES <br />or lx2 DB <br /> <br />(14) 110x3/4" SMS <br />EACH SIDE <br /> <br />DET AIL @ <br /> 2x2 INTERNALLY FASTENED <br /> TO BEAM '.I I (2) <br /> 1I10xl 1/2" SMS <br /> 1I10 SMS @ 24" D.C. <br /> ALUMINUM END CAP <br /> (OPTIONAL> <br /> 1I10xl 1/2" SMS <br /> 6" EACH SIDE or <br /> POST AND @ 24' <br /> D.C. MAX. <br />. . . <br />. . . (2) 1I10xl" SMS <br /> INTO SCRE'J BOSSES <br /> or lx2 DB <br /> (17) 110x3/4' SMS <br /> 2 X 8 EACH SIDE <br /> 5MB <br /> <br /> <br />DETAIL CD <br /> <br />~ M.UJlINUJI STRUC'l"URES JUSTER PLAN <br />DUIIRIl6.INC. @ COPYRIGHT AI. ENGINEJ:RING. INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 78 OF 266 <br />