This connection details steel framing joining a beam to a column web with top flange alignment. Continuity plates are specified at the top of steel level, sized using the larger of dimensions TF1 or TF2 per the structural schedule. Bolted connections utilize multiple rows of bolts through shear tabs on the beam web. Weld symbols indicate welded plate attachments with specific edge clearances.
TOP OF STEEL CONTINUITY PLATES SEE TYP DETAIL, USE LARGER OF TF1 OR TF2 TYP M SEE SCHED +1/16 TF1 TF2 NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 SHOWN ON PLAN THUS: BEAM TO COLUMN WEB TOP FLANGE CONN C 2ND ROW OF BOLTS
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