A wide flange structural steel column bears on a Grade 50 base plate with two inches of nonshrink grout over a concrete pilaster and concrete wall. The base plate is secured with anchor rods projecting four inches minimum, tied to a Grade 50 anchor plate measuring 1x23x1'-9". The concrete pilaster is reinforced with number four ties spaced at four inches on center, with vertical reinforcement omitted for clarity.
T/PILASTER WF COLUMN PER ELEV #4 TIES @ 4" OC CL COLUMN GROUT 2" NONSHRINK 2'-0" CONC WALL PER PLAN ANCHOR PL 1x23x1'-9", GR 50 ROD PROJECTION 4" MIN 8 S-521 ____ BASE PL 2, GR 50 CONC PILASTER. REINF NOT SHOWN FOR CLARITY
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