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P1.36 <br />OC Probation <br />1700 East Saint Andrew Place, Santa Ana, California 92705 <br />23-12434 <br />07/24/2024 <br />NN <br />Check (E) Footings: <br />Key Plan: <br />Check (E) Pad Footings below (E) W10x26 Columns: <br />Loads transferred from Column: <br />RD = 3.82kips <br />RL = 12.16kips <br />(See previous page Enercalc report of (E) W10x26 column) <br />Using ASD load combination: <br />1.0 x DL+1.0 x LL= [L.C#3, ASCE 2.4.1] <br />1.0 x3.82k + 1.0 x 12.16k = 15.98k = 15,980lb <br />Allowable bearing capacity = 2000psf (from as-builts, soils report) <br />Required Foundation Dimensions: <br />Areq= (PD+PL)/allowable stress = 15,980lb/2000psf = 7.99 sf <br />Breq = sqrt(9.4) = 2.82 <br />(E) Pad footing is 3x3 square footing, OK no retrofit needed <br />1700 E St Andrew <br />Pl10/8/2024