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<br /> <br />\ BEAM TO <br /> <br />COLUMN CONNECTIONS \ <br /> <br />FASTENERS SHALL BE PLACED A MINIMUM OF 1/2' FROM EDGE OF BEAM AND A MINIMUM <br />SPACING AS PER THE CONNECTIONS BELO~ 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 REVIE~ AND PROVIDE APPROVAL. <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM ~ 1 (2) <br />#10x1 112' SMS <br /> <br />#10 SMS i!' 24. D.C. <br /> <br /> <br />(8) #10x3/4' <br />EACH SIDE <br /> <br />2'x3' PB <br /> <br />DETAIL 0 <br /> <br />, <br /> <br />I <br /> <br />DETAIL @ <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />#10x1 1/2' SMS <br />c' EACH SIDE OF <br />POST AND i!' 24' <br />D.C. MAX. <br /> <br />FASTENED <br /> <br />#10 SMS i!' 24' D.C. <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />#10x1 112' SMS <br />c' EACH SIDE OF <br />POST AND i!' 24' <br />O,C, MAX, <br /> <br />(2) #10x1' SMS <br />INTO SCRE~ BOSSES <br />OF 1x2 DB <br /> <br />(13) #10x3/4' SMS <br />EACH SIDE <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM ~ 1 (2) <br />#10x1 112' SMS <br /> <br />#10 SMS i!' 24' D.C. <br /> <br />, <br />.~ <br /> <br /> <br />, <br />~.. <br />,: <br />~:; <br /> <br />I ...... - ~ 1St-:: <br />I te CD e <br />I -re CD CD <br />TCD CD CD <br />CD CD <br />CD <br /> <br />f. <br /> <br />2 X 7 <br />5MB <br /> <br />BTCCt <br /> <br />DETAIL CD <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />~10x1 1/2' SMS <br />c' EACH SIDE OF <br />POST AND i!' 24' <br />O,C, MAX. <br />(2) #10xl' SMS <br />INTO SCRE~ BOSSES <br />OF 1x2 DB <br /> <br />(15) ~10x3/4' SMS <br />EACH SIDE <br /> <br />24. D.C. <br /> <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM ~ / (2) <br />~10xl 1/2' SMS <br /> <br /> <br />(9) #10x3/4' SMS EACH <br />SIDE ~I GUSSET PLATE <br />(MIN. THICKNESS EQUAL <br />TO DR GREATER THAN <br />POST THICKNESS) <br /> <br /> <br />DET AIL <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />#10x1 112' SMS <br />c' EACH SIDE OF <br />POST AND i!' 24' <br />O,C. MAX. <br />(2) #10x1' SMS <br />INTO SCRE~ BOSSES <br />OF 1x2 DB <br />2'x4' PB, SB DR 5MB <br /> <br />2x2 INTERNALLY FASTENED <br />TO BEAM ~ 1 (2) <br />#10xl 112' SMS <br />#10 SMS i!' 24' O,C. <br /> <br /> <br />DETAIL @ <br /> <br />2 X 8 <br />5MB <br /> <br />DETAIL CD <br /> <br />3871 TAMIAMI TRAIL. SUITE E <br />PORT CHARLOTTE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX; (941) 62+-2382 <br /> <br />~ ALUMINUM STRUCTURES MASTER PLAN <br />ENGINEBUNG. INC. @ COPYRIGHT AI. ENGINEERING. INC. 2002 <br />AL ENGINEERING. INC. FLORIOA UCENSE 17441 <br /> <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />#10xl 1/2' SMS <br />c' EACH SIDE OF <br />POST AND i!' 24' <br />D.C. MAX. <br /> <br />(2) #10xl' SMS <br />INTO SCRE~ BOSSES <br />OF lx2 DB <br /> <br />(14) #10x3/4. SMS <br />EACH SIDE <br /> <br />FASTENED <br /> <br /> <br />#10 SMS @ 24' D.C. <br /> <br />ALUMINUM END CAP <br /><OPTIONAl' <br /> <br />#10x1 112' SMS <br />c' EACH SIDE OF <br />POST AND @ 24. <br />O,C. MAX. <br /> <br />(2) #10x1. SMS <br />INTO SCRE~ BOSSES <br />OF 1x2 DB <br /> <br />(17) #10x3/4' SMS <br />EACH SIDE <br /> <br />PAGE 78 OF 266 <br />