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Shallow Post Foundation per IBC 1807.3.2 <br />Date: <br />10/7/2023 <br />Engineer: CRL MB#6 & BB#3 <br />Job: 9902 <br />Height <br />8 <br />ft <br />00 1 Column: 44 <br />HF No.2 (4x) Checks <br />DL <br />378 <br />Ibs <br />25% <br />Lr <br />285 <br />Ibs <br />Ke 1 CD <br />1.15 <br />LL <br />616 <br />Ibs <br />CM <br />Wet <br />S <br />356 <br />Ibs <br />Ct <br />T < 100°F <br />PEQ <br />15 <br />Ibs <br />Lateral point load <br />Ps <br />1500 <br />psf <br />Allowable soil -bearing pressure <br />S <br />250 <br />psf/ft <br />Allowable lateral soil -bearing pressure <br />dnon-constrained <br />1.39 <br />ft <br />dconstrained <br />1.05 <br />ft <br />b <br />1.25 <br />ft <br />0 of Footing <br />h <br />8 <br />ft <br />Distance from ground to lateral load <br />Mg <br />84 <br />lb*ft <br />S1 <br />116 <br />psf <br />S3 261 psf <br />A <br />0.17 <br />Minimum Footing 0 15 in <br />Specified Footing 0 15 in <br />Non -constrained <br />Depth of Embedment 1.39 ft ------- -> 1.6 ft ------- -> 18 in <br />Constrained <br />Depth of Embedment 1.05 ft --- ----- > 1.25 ft---------> 15 in <br />Surface Restraint Force: 90 Ibs <br />Punching Shear Reinforcement <br />P 1.107 kips <br />Species: Hem -Fir Number Required <br />Bar Size: 4 - - <br />CD: 1.15 <br /># Required: 1 — <br />Depth <br />i 0 <br />Concrete Filled Hole Per Plan <br />Cantilevered Column Design <br />4x4 <br />HF No.2 (4x) <br />RB <br />5.24 <br />D/C <br />Fb <br />850 psi <br />le <br />96 in <br />le/d <br />27 <br />55% <br />Ft <br />525 psi <br />d <br />3.5 in <br />Bending <br />141 <br />14% <br />Fv <br />150 psi <br />c <br />0.8 <br />Compression <br />90 <br />25% <br />Fc <br />1300 psi <br />Emin' <br />365159 psi <br />Combined <br />fc<FcE1 <br />23% <br />F"c <br />922 psi <br />FcE <br />399 psi <br />fc<FcE2 <br />23% <br />Fcl <br />405 psi <br />FcEl <br />399 psi <br />fb1 <FbE <br />1 % <br />E <br />1300000 psi <br />FcE2 <br />399 psi <br />NDS (3.9-3) <br />Emin <br />470000 psi <br />FbE <br />15976 psi <br />NDS (3.9-4) <br />