A cast-in-place concrete pile cap, designated as type PC-6, has a total thickness of five feet six inches. The assembly is supported by multiple continuous flight auger piles located underneath per the referenced drawing. Reinforcement consists of number nine reinforcing bars spaced at six inches on center in each direction at both the top and bottom mats, terminated with ninety-degree standard hooks at each end. Centerline alignments indicate the position of the shear wall end column unless noted otherwise on the foundation dimension plan.
1/4 PILE CAP TYPE PC-6 THICKNESS, T = 5'-6" 2' - 6" 6' - 0" 6' - 0" 2' - 6" 2' - 6" 3' - 0" 3' - 0" 2' - 6" #9 @ 6" o.c. EACH WAY TOP AND BOTTOM w/ 90 DEGREE STANDARD HOOK EACH END CL OF SHEAR WALL END COLUMN (NOT SHOWN) U.N.O. ON FOUNDATION DIMENSION PLAN CFA PILE BELOW REF. 8/S5.01 3
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