Reinforcement layout at the stepped bottom of a concrete wall panel bearing on a stepped footing. Typical vertical reinforcement continues through the section with remaining vertical reinforcing omitted for clarity. Two number 5 bars at four feet zero inches typical are placed diagonally at the re-entrant corner step. Maximum offsets of three inches govern the step geometry with bottom bars coordinated per detail one on sheet SD point three and the stepped footing per detail ten.
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