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: <2> Project File: Design Check_2 Story.ec PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9780 Soil Bearing 1.467 ksf 1.50 ksf +D+0.750Lr+0.750L+0.450W about Z 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 0.1859 Z Flexure (+X) 1.938 k-ft/ft 10.42 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.1859 Z Flexure (-X) 1.938 k-ft/ft 10.42 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.1859 X Flexure (+Z) 1.938 k-ft/ft 10.42 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.1859 X Flexure (-Z) 1.938 k-ft/ft 10.42 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.1595 1-way Shear (+X) 11.96 psi 75.0 psi +1.20D+0.50Lr+1.60L PASS 0.1595 1-way Shear (-X) 11.96 psi 75.0 psi +1.20D+0.50Lr+1.60L PASS 0.1595 1-way Shear (+Z) 11.96 psi 75.0 psi +1.20D+0.50Lr+1.60L PASS 0.1595 1-way Shear (-Z) 11.96 psi 75.0 psi +1.20D+0.50Lr+1.60L PASS 0.2990 2-way Punching 44.85 psi 150.0 psi +1.20D+0.50Lr+1.60L 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/a0.700 0.700 n/a 0.4670.0n/a X-X, +D+L 1.50 n/a1.256 1.256 n/a 0.8370.0n/a X-X, +D+Lr 1.50 n/a1.034 1.034 n/a 0.6890.0n/a X-X, +D+0.750Lr+0.750L 1.50 n/a1.367 1.367 n/a 0.9110.0n/a X-X, +D+0.750L 1.50 n/a1.117 1.117 n/a 0.7450.0n/a X-X, +D+0.60W 1.50 n/a0.833 0.833 n/a 0.5560.0n/a X-X, +D+0.70E 1.50 n/a1.089 1.089 n/a 0.7260.0n/a X-X, +D+0.750Lr+0.750L+0.450W 1.50 n/a1.467 1.467 n/a 0.9780.0n/a X-X, +D+0.750L+0.450W 1.50 n/a1.217 1.217 n/a 0.8110.0n/a X-X, +D+0.750L+0.5250E 1.50 n/a1.409 1.409 n/a 0.9390.0n/a X-X, +0.60D+0.60W 1.50 n/a0.553 0.553 n/a 0.3690.0n/a X-X, +0.60D+0.70E 1.50 n/a0.8092 0.809 n/a 0.5400.0n/a Z-Z, D Only 1.50 0.700n/a n/a 0.700 0.467n/a0.0 Z-Z, +D+L 1.50 1.256n/a n/a 1.256 0.837n/a0.0 Z-Z, +D+Lr 1.50 1.034n/a n/a 1.034 0.689n/a0.0 Z-Z, +D+0.750Lr+0.750L 1.50 1.367n/a n/a 1.367 0.911n/a0.0 Z-Z, +D+0.750L 1.50 1.117n/a n/a 1.117 0.745n/a0.0 Z-Z, +D+0.60W 1.50 0.833n/a n/a 0.833 0.556n/a0.0 Z-Z, +D+0.70E 1.50 1.089n/a n/a 1.089 0.726n/a0.0 Z-Z, +D+0.750Lr+0.750L+0.450W 1.50 1.467n/a n/a 1.467 0.978n/a0.0 Z-Z, +D+0.750L+0.450W 1.50 1.217n/a n/a 1.217 0.811n/a0.0 Z-Z, +D+0.750L+0.5250E 1.50 1.409n/a n/a 1.409 0.939n/a0.0 Z-Z, +0.60D+0.60W 1.50 0.553n/a n/a 0.553 0.369n/a0.0 Z-Z, +0.60D+0.70E 1.50 0.8092n/a n/a 0.8092 0.540n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding 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 0.875 +Z Bottom 0.2592 AsMin 0.266 10.42 OK Pa e 39 of 54