This structural steel connection details a beam framing into a column top flange using bolted connection plates and a cap plate. The cap plate thickness is sized to the larger of the connecting beam top flange thicknesses, determined per the typical detail. Beams connect via flange plates with bolt counts and sizes specified in the first row per note 2 and additional rows per plan. A clearance gap of the beam top flange plus one-eighth inch is provided typically at the column face, with field welds designated by standard welding symbols.
CAP PLATE, USE LARGER OF TF1 OR TF2 SEE TYPICAL DETAIL TOP OF STEEL SEE SCHED +1/16 TYP M TYP TF/2+1/8" 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 TOP FLANGE CONN AT TOP OF COLUMN D
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