Steel framing connection detailing a beam framing into a column web with top flange plates and continuity plates. The connection utilizes bolted shear tabs or plates with specific bolt quantities in the first and second rows as sized per plan. Continuity plates are provided at the column web aligned with the beam flanges. Weld symbols and plate dimensions are referenced to typical schedules and detail notes.
TOP OF STEEL PLATE TYP SEE BEAM CONNECTION DETAILS, TYP CONTINUITY PLATES SEE TYPICAL DETAIL TYP M SEE SCHED +1/16 TF2 TF1 TF2 TF1 SHOWN ON PLAN THUS: NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN BEAM TO COLUMN WEB TOP FLANGE CONN C
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