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<br /> <br />I BEAM TO COLUMN CONNECT~ONS I <br /> <br />SCREENING <br /> <br />'BEm CAP w 10 SMS g 24" O,C, <br /> <br /> <br />- <br /> <br />2 - ',0 SMS INT) SCRt:W BOSSES <br /> <br />2 x 2 x ,0<< EDGE MEMBER <br /> <br />1 x 2 x ,044 EDGE MEMBER <br /> <br />..... <br /> <br /> <br />2 x 3 ONLY <br /> <br />0@ <br /> <br /> <br /> <br />1 x 2 - ,044 EDGE MEMBER <br /> <br />4 - 0 x 3' SMS INTO 2 x 3 POST <br /> <br />(2 - #10 x 1 1/2' SMS INTO SCREW BOSSES <br /> <br />2" S,M,B, ( TYPICAL <br /> <br />2 x 2 - ,044 EDGE MEMBER <br /> 0 <br /> II II ~I <br /> II II 0 <br />2x3ONLY I <br />0@ <br /> <br />'7' <br /> <br />GUSSET PLATE \\HH 4 - 10 SMS INTO BEAM AND 2 x 3, EA. SIDE <br />. NOTE: GUSSET THICKNESS MUST BE EQUAL TO OR GREATER THAN <br />111 A T OF BEAM IIfB THICKNESS <br /> <br /> <br />/ <br /> <br />BGG <br /> <br />NOTE: <br />2 x 2 AND 1 x 2 EDGE MEMBERS MAY BE ROTATED HORIZONTAllY OR VERTICALLY <br /> <br />th~ ALUMINUM STRUCTURES MASTER PLAN <br />~ E~ He. @ COPYRIGHT AL, INC, 1994 <br /> <br />36 <br /> <br />~ <br />'i <br />] <br />J <br /> <br />