Beams connect to a structural steel column per plan with a top plate detailed per reference. Fillet welds connect the members with specific sizes noted on each flange. Notes restrict welding at the column K-area for seismic force-resisting system durability.
9 Y TOP PL PER 7/3.S-533 BEAM PER PLAN COLUMN PER PLAN BEAM PER PLAN 1/4 1/4 SFRS-DC, NO WELDING K-AREA TYP EA FLANGE 3/16 3/16 SFRS-DC, NO WELDING K-AREA
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