This structural plan detail shows a steel column set within a concrete footing pocket with a surrounding control or construction joint. The column base plate and anchor bolts are sized per plan, with infill concrete scheduled to be cast after the column base plate has been grouted. Reinforcing consists of number four trim bars centered typically around the pocket. Minimum dimensions include a six-inch typical offset and two-inch typical clearance.
CONTROL JOINT OR CONST JOINT PER 9/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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