A structural steel framing connection details a beam framing into a column flange with a bolted shear tab and continuity plates at the top and bottom flanges. The shear tab thickness is specified as the beam web thickness plus one-quarter inch, with bolt sizing, spacing, and a potential second row of bolts per notes. Continuity plates are welded to the column top and bottom flanges using sizes determined by the larger of TF1 or TF2. Additional weld symbols and designations coordinate the connection geometry back to the structural plans.
TO STEEL No & SIZE OF BOLTS (SEE NOTE 3) 2ND ROW OF BOLTS AS REQUIRED (SEE NOTE 3) CONTINUITY PLATES (SEE DETAIL "E") USE LARGER OF TF1 OR TF2 SHEAR TAB THICK = WEB +1/4" TF2 TF1 3" MIN TYP 2" SHOWN ON PLAN THUS: SEE NOTE 3 CP T&B FLANGES, TYP M
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