Text on the drawing
BLOCKOUT PER STEEL COLUMN PER PLAN AND SCHEDULE CONC SLAB ON GRADE PER PLAN PILECAP PER PLAN AND SCHEDULE PILE PER PLAN AND SCHEDULE 3" MIN 6" MAX TYP, PER ld 2'-6"MIN A A MIN, TYP 2'-6" CONDITION WHERE PILE CAP IS LOWERED SEISMIC TIE REBARS PER FOUNDATION PLANS EXTEND REINF INTO LOWERED PILE CAP TO SATISFY ld 1 1 MIN ROUGHEN TO 1/4" AMPLITUDE . ld PER (1'-10" MIN) REINF PER PROVIDE ADDITIONAL SECOND ROW OF #5@12" OC DOWELS ALL AROUND THE PERIMETER AT PILE CAPS WITH MORE ELEVATION VIEW / 2 S0.1.3 / 1C S0.1.3 S0.1.1
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