A structural steel moment connection framing a beam to a column web using bolted web angles or plates and top flange plates. Continuity plates are provided at the column web aligned with the beam flanges, with thicknesses sized per the larger of TF1 or TF2 details. The connection utilizes two rows of bolts with sizes and quantities detailed per the structural schedule and plan. Welds are indicated at the flange plates and connection angles. Top of steel elevations are referenced for alignment.
TOP OF STEEL SHOWN ON PLAN THUS: CONTINUITY PLATES SEE TYP DETAIL, USE LARGER OF TF1 OR TF2 DETAILS, TYP 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 SHOWN ON PLAN THUS: BEAM TO COLUMN WEB TOP FLANGE CONN C
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