This structural plan detail shows a steel column base plate layout centered on column lines. Four anchor rods are positioned symmetrically within the assembly, referenced per the schedule. Plate D serves as the top plate, while stiffener plate C is located below typical. Welds are designated as demand critical W3 welds typical.
CL OF COL. (4) ANCHOR ROD REF. SCHEDULE CL OF COL. PL 'C' STIFFENER PLATE BELOW TYP. NOTE: FOR BRB ANCHORAGE INFORMATION NOT PROVIDED REF. SCHEDULE 6/S622. TOP PLATE "D" REF. SCHEDULE W3 W3 DEMAND CRITICAL TYP. TYP. EQ TYP. EQ
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