This structural plan detail shows a steel column set within a concrete footing pocket surrounded by a control or construction joint per detail four on sheet S3.23. The infill concrete is specified to be cast after the column base plate and anchor bolts have been installed and grouted. A number four trim bar is centered typically within the pocket boundary with a typical two inch clearance and six inch minimum dimension.
CONTROL JOINT OR CONST JOINT PER 4/S3.23 INFILL CONC TO BE CAST AFTER COL BASE PL HAS BEEN GROUTED BASE PL & AB'S PER PLAN CONC FTG POCKET PER PLAN #4 TRIM BAR, CTRD, TYP TYP 6" MIN TYP 2" CLR COL C L COL C L
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