Steel floor beams connect to a structural column flange using bolted single plate shear tabs welded to the column support. A second row of bolts is provided where specified per non-moment connection notes. Edge distances and bolt spacings follow standard AISC specifications with typical clearances noted.
2ND ROW OF BOLTS WHERE OCCURS SEE "NON-MOMENT CONN NOTE" NO. 4 SHEAR TAB - SEE SCHED (FOR EDGE DISTANCE & BOLT SPACING SEE AISC SPECIFICATIONS, TYP) SEE SCHED TYP 1/2" 1-3/4" MAX 1-1/2" MIN 3" TYP
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