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Page 6 of 6 <br />force from shearwalls. Provide new footings if required. <br />2nd Review Comment: Please add a note that the slab thickness (6”) and the compressive <br />strength (f’c=3,500 psi) assumptions in the calculations shall be field verified. <br />(End of Comments) <br />Page 9 of 68 <br />2331 S Pullman St <br />2/18/2025