Multiple steel column splice configurations incorporate mill column ends and specific welding criteria. Frame column welds are designated as demand critical welds. Mill column ends are detailed with standard dimensions such as four feet six inches typical unless otherwise noted, and specific fillet and complete joint penetration weld symbols per AISC standards. Notes indicate that welds are not required at W10x and smaller columns to steel. Clearances, plate thicknesses, and edge dimensions are explicitly called out for structural steel framing transitions.
A A SEE DETAIL A OR B FOR WELDING TO STEEL MILL COLUMN ENDS *NOTE: WELD NOT REQ'D AT W10x AND SMALLER TO STEEL CP CP PER AISC "T" UNO 4'-6" TYPICAL MILL COLUMN ENDS PP TO STEEL UNO 4'-6" TYPICAL PER AISC "T" TF TF/2+1/8" PP 1/2 TYP TYP 3'-6". UNO 4'-6" TYPICAL MILL COLUMN ENDS 1/4" MIN TF TF+1/4" MIN TYP M M FRAME COLUMN WELDS TO BE DEMAND CRITICAL WELDS 1 C:\Revit Local Files\19001941- 2111 University Plaza Phase 2_R20_Joseph.M.Gulden.rvt
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