The structural steel connection details framing beams to a column web with top flange plates, continuity plates, and bolted web connections. Continuity plates are aligned across the column web and welded with typical fillet welds per schedule. Top flange plates TF1 and TF2 span from the column to the connected beam flanges, with bolt rows spaced as indicated. Additional typical plates and connection details are provided per schedule.
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 BEAM TO COLUMN TOP FLANGE CONN AT TOP OF COLUMN D 2ND ROW OF BOLTS
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