A beam-to-column top flange connection features continuity plates aligned with the beam flanges. The connection utilizes bolted shear tabs with varying fastener rows as specified in the structural schedule and plan documents. Top of steel elevations are dimensioned with specific tolerances for TF1 and TF2 clearances. Welds are indicated for the shear tab and continuity plate assemblies according to typical structural standards.
TOP OF STEEL SHOWN ON PLAN THUS: CONTINUITY PLATES SEE TYP DETAIL, USE LARGER OF TF1 OR TF2 TYP M SEE SCHED +1/16 TF1 TF2 NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN B BEAM TO COLUMN TOP FLANGE CONN
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