A wide flange column and wide flange beam intersection features a braced frame connection incorporating a manufacturer-provided gusset plate and brace, with complete joint penetration welds typically applied to the flanges. A work point is established at the intersection of the framing members, referencing elevations and plans for sizing and configuration. Additional notes indicate conditions where wide flange beams are sloped and the metal deck spans in the opposite direction.
WF COLUMN REF. ELEVATION REF. 5/S6.5 FOR CONN. W.P. GUSSET PL CONN. AND BRACE BY MFR. REF. ELEVATION FOR BRACE CONFIGURATION TYP. TOP OF CONCRETE EL. REF. PLAN WF BEAM REF. ELEVATION WF BEAM NOT AT SIM. REF. PLAN NOTE: AT SIM. WF BEAMS ARE SLOPED AND DECK IS SPANNING OPPOSITE DIRECTION. REF. ELEVATION. CL OF WF BEAM 5/16 5/16 C.J.P. FLANGES TYP. GRID TOP OF CONCRETE EL. REF. PLAN REF. 5/S6.5 FOR CONN. TYP. GUSSET PL CONN. AND BRACE BY MFR. TYP. REF. ELEVATION FOR BRACE CONFIGURATION TYP. WF COLUMN REF. ELEVATION WF BEAM TYP. REF. ELEVATION W.P. CL OF WF BEAMS C.J.P. FLANGES TYP. GRID 1/2" = 1'-0" S3.01 BRACED FRAME DETAIL 8
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