We are the EOR on an office building and we did the stair design also for local fabricator. We located the footing for the single column for the monumental stair. The stair was revised but we didn't catch the revised location for the single column. Well the Architect says we cannot cut the floor. We have a 3'x3' footing with a 4" concrete slab. The new post is 14 1/2" off of the centerline of the footing. Allowable bearing is 2500 psf.
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