A hollow structural section column per plan bears on a base plate anchored to a reinforced concrete spread footing. The footing contains number five reinforcing bars at twelve inches on center each way top and bottom with a three-inch clearance typical. A concrete slab on grade infill matches the thickness of the existing slab and ties into chipped-back existing slab edges exposing number four reinforcing bars at twelve inches on center each way.
1' - 0" 2' - 0" SEE PLAN EQ. EQ. #5 @ 12" OC, EW, T&B TYP. 3" CLR. HSS COL. PER PLAN CONC. SOG INFILL TO MATCH THICKNESS OF (E) TYP. s CHIP BACK (E) SLAB TO EXPOSE (E) REINF. #4 @ 12" OC, EW.
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