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<br />2x2 INTERNALLY FASTENED <br />TD BEAM \1/ (2) <br />IHOxl 112' SMS <br /> <br /> <br />I BEAM TO COLUMN CONNECTIONS I <br /> <br />FASTENERS SHALL BE PLACED A MINIMUM DF 1/2' FRDM EDGE DF BEAM AND A MINIMUM <br />SPACING AS PER THE CDNNECTIDNS BELD\I FASTENERS SHALL NDT 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 REVIE\I AND PRDVIDE APPRDVAL. <br /> <br />2x2 INTERNALLY FASTENED <br />TD BEAM \I / (2) <br />1I10xl 1/2' SMS <br /> <br />1110 SMS Ii! 24' D.C. <br /> <br /> <br />ALUMINUM END CAP <br />(oPTIDNAL> <br /> <br />IHOxl 1/2' SMS <br />6' EACH SIDE DF <br />PDST AND Ii! 24' <br />D.C. MAX. <br /> <br />(8) 110)(3/4' <br />EACH SIDE <br /> <br />2"x3' PB <br /> <br />DETAIL 0 <br /> <br />2x2 INTERNALLY FASTENED <br />TD BEAM \1/ (2) <br />IHOxl 1/2' SMS <br /> <br />1110 SMS Ii! 24' D.C. <br /> <br /> <br />ALUMINUM END CAP <br />(oPTIDNAL> <br /> <br />!tl0xl 1/2' SMS <br />6" EACH SIDE DF <br />PDST AND Ii! 24' <br />D.C. MAX. <br /> <br />(2) 110xl' SMS <br />INTD SCRE\I BDSSES <br />DF lx2 DB <br /> <br />(13) 1I10x3/4' SMS <br />EACH SIDE <br /> <br />DETAIL @ <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM \II (2) <br />1I10xl 112' SMS <br /> <br />1110 SMS Ii! 24' D.C. <br /> <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />4B 4B <br />4B <br /> <br />1I10xl 1/2' SMS <br />6' EACH SIDE DF <br />PDST AND Ii! 24' <br />D.C. MAX. <br /> <br />(2) 110xl' SMS <br />INTD SCRE\I BDSSES <br />DF lx2 DB <br /> <br />(15) 1I10x3/4" SMS <br />EACH SIDE <br /> <br />2 X 7 <br />5MB <br /> <br />STeel <br /> <br />DETAIL CD <br /> <br /> <br />!tl0 SMS Ii! 24' D.C. <br /> <br />ALUMINUM END CAP <br />(oPTIDNAL> <br /> <br />1U0xl 112' SMS <br />6' EACH SIDE DF <br />PDST AND Ii! 24' <br />D.C. MAX. <br />(2) 110xl' SMS <br />INTO SCRE\I BOSSES <br />DF lx2 DB <br />2"x4' PB. SB DR 5MB <br /> <br />(~) 110x3/4' SMS EACH <br />SID( \II GUSSET PLAT( <br />(MIN. THICKNESS EQUAL <br />TO DR GREATER THAN <br />POST THICKNESS) <br /> <br /> <br />DET AIL <br /> <br />. <br />. <br />. <br />. <br />II <br />, <br />II <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM \1/ (2) <br />110xl 112' SMS <br />110 SMS Ii! 24' D.C. <br /> <br />ALUMINUM END CAP <br />(OPTIONAL> <br /> <br />1I10xl 1/2' SMS <br />6' EACH SIDE OF <br />PDST AND Ii! 24' <br />D.C. MAX. <br />(2) #10xl' SMS <br />INTD SCRE\I BOSSES <br />DF 1><2 DB <br /> <br />(14) 1I10x3/4' SMS <br />EACH SIDE <br /> <br /> DETAIL @ <br /> 2x2 INTERNALLY FASTENED <br /> TD BEAM \II (2) <br /> 110xl 112' SMS <br /> 110 SMS Ii! 24' D.C. <br /> ALUMINUM END CAP <br /> (OPTIONAL> <br /> 110x1 1/2' SMS <br /> 6' EACH SIDE DF <br /> POST AND @ 24' <br /> D.C. MAX. <br />4B 4B 4B <br />4B 4B 4B (2) 110xl' SMS <br /> INTO SCRE\I BDSSES <br /> DF 1x2 DB <br /> <17> #10)(3/4' SMS <br /> 2 X 8 EACH SIDE <br /> 5MB <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />DETAIL ([) <br /> <br />I <br /> <br />3871 TAMIAMI lRAlL, SUITE E <br />PORT CHARLOnE. n.. 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />~ ALUMINUII STRUCTURES JUSTER PLAN <br />ENIiItE8IIN6, INC. @ COP!RIGHT AI. EMGINKERIKG, INC. 2002 <br />AL ENGINEERING, INC. flORIDA UCENSE 17441 <br /> <br />I <br /> <br />PAGE 78 OF 266 <br />