Wide flange beams frame into the column with flanges coped as required, maintaining a maximum three-quarter-inch clearance. A connection plate of thickness t, length L, and width W is provided with erection bolts as required per schedule. Fillet welds of sizes t1 and t2 are specified on three sides typically. The X dimension is referenced to detail 1/S601, and schedules are referenced per drawing notes.
COPE FLANGE AS REQUIRED WF BEAMS REF. PLAN PL "t" x "L" x "W" w/ ERECTION BOLTS AS REQ'D. REF. SCHEDULE TYP. DIM. ("X") MAX. 3/4" t2 t2 TYP. "L" 1/2" TYP. 3/4" MAX. "W" t1 (3) SIDES TYP. NOTES: 1. FOR ("X") DIMENSION REF. DETAIL 1/S601. 2. PLAN DESIGNATION . 3. FOR SCHEDULE REF. 9/S333. 1" = 1'-0" 3 COLLECTOR BEAM TO COLUMN DETAIL
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