This structural plan detail shows a concrete pile cap measuring five feet six inches by two feet six inches with a total thickness of two feet nine inches. The assembly is reinforced with four number seven longitudinal bars in the B1 layer featuring one hundred eighty-degree hooks at each end, combined with seven number seven transverse bars in the B2 layer. Piles are positioned below the cap and aligned with the centerline of the column above. The top of the pile cap is set one foot below existing grade unless noted otherwise.
CL OF COLUMN ABOVE (NOT SHOWN) (4) #7 -B1 LAYER LONG. w/ 180 DEGREE HOOKS EACH END THICKNESS, T = 2'-9" (7) #7 -B2 LAYER TRANSVERSE PILE BELOW 5' - 6" 2' - 6" EQ EQ EQ EQ EQ EQ NOTE: TOP OF PILE CAP TO BE 1'-0" BELOW EXISTING GRADE U.N.O.
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