FLOOD ZONE - 4610 W Melric Dr & 406 S Andres Pl - Plan

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General Footing LIC# : KW-06019842, Build:20.23.07.20 Structural Engineering Consultants (c) ENERCALC INC 1983-202 DESCRIPTION:PAD: <1> Project File: Design Check_2 Story.ec DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9860 Soil Bearing 1.479 ksf 1.50 ksf +D+0.750L+0.5250E about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.07389 Z Flexure (+X) 0.862 k-ft/ft 11.67 k-ft/ft +1.20D+0.50L+E PASS 0.07389 Z Flexure (-X) 0.862 k-ft/ft 11.67 k-ft/ft +1.20D+0.50L+E PASS 0.07389 X Flexure (+Z) 0.862 k-ft/ft 11.67 k-ft/ft +1.20D+0.50L+E PASS 0.07389 X Flexure (-Z) 0.862 k-ft/ft 11.67 k-ft/ft +1.20D+0.50L+E PASS 0.05111 1-way Shear (+X) 3.833 psi 75.0 psi +1.20D+0.50L+E PASS 0.05111 1-way Shear (-X) 3.833 psi 75.0 psi +1.20D+0.50L+E PASS 0.05111 1-way Shear (+Z) 3.833 psi 75.0 psi +1.20D+0.50L+E PASS 0.05111 1-way Shear (-Z) 3.833 psi 75.0 psi +1.20D+0.50L+E PASS 0.1215 2-way Punching 18.221 psi 150.0 psi +1.20D+0.50L+E Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allo Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -Right, +RatioLoad Combination... X-X, D Only 1.50 n/a0.645 0.645 n/a 0.4300.0n/a X-X, +D+L 1.50 n/a1.145 1.145 n/a 0.7630.0n/a X-X, +D+Lr 1.50 n/a1.095 1.095 n/a 0.7300.0n/a X-X, +D+0.750Lr+0.750L 1.50 n/a1.358 1.358 n/a 0.9050.0n/a X-X, +D+0.750L 1.50 n/a1.020 1.020 n/a 0.6800.0n/a X-X, +D+0.60W 1.50 n/a0.795 0.795 n/a 0.5300.0n/a X-X, +D+0.70E 1.50 n/a1.258 1.258 n/a 0.8390.0n/a X-X, +D+0.750Lr+0.750L+0.450W 1.50 n/a1.470 1.470 n/a 0.9800.0n/a X-X, +D+0.750L+0.450W 1.50 n/a1.133 1.133 n/a 0.7550.0n/a X-X, +D+0.750L+0.5250E 1.50 n/a1.479 1.479 n/a 0.9860.0n/a X-X, +0.60D+0.60W 1.50 n/a0.537 0.537 n/a 0.3580.0n/a X-X, +0.60D+0.70E 1.50 n/a0.999 0.999 n/a 0.6660.0n/a Z-Z, D Only 1.50 0.645n/a n/a 0.645 0.430n/a0.0 Z-Z, +D+L 1.50 1.145n/a n/a 1.145 0.763n/a0.0 Z-Z, +D+Lr 1.50 1.095n/a n/a 1.095 0.730n/a0.0 Z-Z, +D+0.750Lr+0.750L 1.50 1.358n/a n/a 1.358 0.905n/a0.0 Z-Z, +D+0.750L 1.50 1.020n/a n/a 1.020 0.680n/a0.0 Z-Z, +D+0.60W 1.50 0.795n/a n/a 0.795 0.530n/a0.0 Z-Z, +D+0.70E 1.50 1.258n/a n/a 1.258 0.839n/a0.0 Z-Z, +D+0.750Lr+0.750L+0.450W 1.50 1.470n/a n/a 1.470 0.980n/a0.0 Z-Z, +D+0.750L+0.450W 1.50 1.133n/a n/a 1.133 0.755n/a0.0 Z-Z, +D+0.750L+0.5250E 1.50 1.479n/a n/a 1.479 0.986n/a0.0 Z-Z, +0.60D+0.60W 1.50 0.537n/a n/a 0.537 0.358n/a0.0 Z-Z, +0.60D+0.70E 1.50 0.999n/a n/a 0.999 0.666n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMu Side Surface Gvrn. As Phi*Mn X-X, +1.40D 0.350 +Z Bottom 0.2592 AsMin 0.30 11.67 OK X-X, +1.40D 0.350 -Z Bottom 0.2592 AsMin 0.30 11.67 OK X-X, +1.20D+0.50Lr+1.60L 0.812 +Z Bottom 0.2592 AsMin 0.30 11.67 OK X-X, +1.20D+0.50Lr+1.60L 0.812 -Z Bottom 0.2592 AsMin 0.30 11.67 OK X-X, +1.20D+1.60L 0.70 +Z Bottom 0.2592 AsMin 0.30 11.67 OK X-X, +1.20D+1.60L 0.70 -Z Bottom 0.2592 AsMin 0.30 11.67 OK Pa e 35 of 54