Two steel columns connect via base plates and anchor bolts over non-shrink grout pads to a reinforced concrete pedestal. The pedestal rests on a continuous concrete footing with rebar sized per schedule and three inches typical clear cover. A continuous 3/8-inch expansion joint material separates the concrete pedestal from adjacent paving, referenced per civil drawings.
GRID GRID RE PLAN RE PLAN T/ FOOTING REF PLAN TYP 3" CLR CL COL & BASE PLATE T/ PILASTER REF PLAN T/ SLAB PER CIVIL RE FOOTING SCHEDULE FOR REINF CL COL & BASE PLATE EQ EQ CL PILASTER & FTG PAVING REF CIVIL REBAR RE SCHEDULE 3/8" EXPANSION JOINT MATERIAL X CONT PEDESTAL RE SCHEDULE NON SHRINK GROUT PAD RE SCHEDULE BASE PLATE RE SCHEDULE
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