A steel beam frames into a column web with a bolted connection at the web and top flange plates. The number and size of bolts in the first row are sized per notes, with additional bolts in the second row sized per plan. Continuity plates are included at the top flange level based on the larger of TF1 or TF2 dimensions. Weld sizes and plate thicknesses are coordinated with the structural schedule.
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 B BEAM TO COLUMN TOP FLANGE CONN C
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