A structural steel connection framing a beam into a column web with a top flange connection detail. The assembly incorporates continuity plates sized using the larger dimension of TF1 or TF2 details. Bolted connections utilize a first row and an additional second row of bolts with size and count determined by plan specifications. Fillet welds and plate configurations are detailed per schedule and typical connection standards.
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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