Helical piers, designed by others, support a central hollow structural section column and an adjacent wide-flange column, including battered configurations as indicated. Verify pile cap dimensions and reinforcement per the project plan and schedule. Maximum allowable stress design loads for the pile cap are 335 kips downward, 102.8 kips upward, and 125 kips shear. Column positions relative to grid lines include specific offsets for pier locations.
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