1621 S Diamond St & Unit# 2 - Plan

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General Footing Engineering DesignLic. # : KW-06010734 DESCRIPTION:PAD 1: 12"x12"x18" Pad Footing Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1621 S DIAMOND ST (10-15-2024).ec6 Project Title:Engineer:Project ID:Project Descr: 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 0.8530 Soil Bearing 1.465 ksf 1.718 ksf +D+L 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 0.008640 Z Flexure (+X)0.2260 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.008640 Z Flexure (-X)0.2260 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.008640 X Flexure (+Z)0.2260 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.008640 X Flexure (-Z)0.2260 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 0.5949 psi 75.0 psi +1.40D Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.718 n/a0.6865 0.6865 n/a 0.4000.0n/a X-X, +D+L 1.718 n/a1.465 1.465 n/a 0.8530.0n/a X-X, +D+0.750L 1.718 n/a1.270 1.270 n/a 0.7390.0n/a X-X, +0.60D 1.718 n/a0.4119 0.4119 n/a 0.2400.0n/a Z-Z, D Only 1.718 0.6865n/a n/a 0.6865 0.400n/a0.0 Z-Z, +D+L 1.718 1.465n/a n/a 1.465 0.853n/a0.0 Z-Z, +D+0.750L 1.718 1.270n/a n/a 1.270 0.739n/a0.0 Z-Z, +0.60D 1.718 0.4119n/a n/a 0.4119 0.240n/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 StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.08208 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.40D 0.08208 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60L 0.2260 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60L 0.2260 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+L 0.1676 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+L 0.1676 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.07035 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.07035 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.05276 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.05276 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.08208 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.08208 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+1.60L 0.2260 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+1.60L 0.2260 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+L 0.1676 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+L 0.1676 +X Bottom 0.3888 Min Temp %0.40 26.153 OK 1621 S Diamond St & Unit# 24/24/2025