An alternate top of column connection details a flange cap plate welded to the column centerline with five-sixteenth inch fillet welds. The top flange plate has a specified thickness as noted, with one inch clearances and welded stiffener plates. Connecting elements include bolted connections at the column flanges per plan.
CL COL. TF CAP PL (SEE NOTE 3) THICKNESS TF=FLANGE TOP OF COLUMN (ALTERNATE) (SEE NOTE 5) 5/16 5/16 1" 1" 1"
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