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A2 <br />BOX BEAM FORMED w/(21 8", 16 GA CEE STUDS + <br />(1) 8",16 GA TOP TRACK & BOT TRACK w/(1) #12 <br />TEKS rd 6" O/C EACH FLANGE <br />ATTACH BEAM TOGETHER w/(2) ROWS OF #12 TEKS <br />Fd 6" O/C (MAX. UNSUPPORTED SPAN 6'-0") <br />ATTACH BOX BEAM TO HSS TUBE W/(4) <br />0.145 DIA. PAF WITH FULL PENETRATION <br />TO THICKNESS (TYP, rd EACH <br />INTERSECTION) _ _ <br />HSS TUBE BEAM (SEE PLAN)—� <br />ATTACH METAL STUDS TO TRACK <br />W/(4) #12-14 SELF -TAPPING METAL <br />SCREW TOP & BOT. (TYP. rd EACH <br />STUD) I <br />CONT. 16ga TRACK <br />ATTACH TRACK TO STL. BEAM! <br />w/(2) ROWS OF 0.145 DIA. PAF WITH <br />FULL PENETRATION TO THICKNESS U 6' <br />O/C AND 3" AWAY FROM ENDS <br />I <br />I <br />(2) 3/4" DIAx6" LONG EXP. BOLT LL O <br />LL <br />HSS TUBE (SEE PLAN) O <br />�z<a <br />_w> <br />1/4" <br />I (2) 3/4" DIAx6" LONG EXP. BOLT CMU WALL <br />HSS TUBE (SEE PLAN) <br />D <br />A <br />_____________________ _ - - D <br />KNOCK -OUT CMU <br />BLOCK (MIN. 8"x16" 0 ° <br />GROUTED) <br />------------------------------- <br />D o p <br />D ° <br />L3x3x1/4" STL ANGLE <br />ral BOTH SIDES GROUTED CELLS <br />L3x3x1/4" STL ANGLE <br />U BOTH SIDES <br />I <br />AT EXISTING UNGROUTED Cl <br />STEEL TUBE TO CMU CONNECTION DETAIL <br />I SCALE: N.T.S. <br />I <br />Revisions: <br />1� GENERAL REVISIONS (09/30/2013) <br />, 2 AS BUILT (04/24/2014) <br />CADFILE No. <br />�./ <br />!-0 <br />M� <br />a <br />M <br />� <br />M <br />O <br />aw�a <br />O <br />W <br />N <br />� <br />