2314 S Warbler Street - Plan - Laserfiche WebLink

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General Footing LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:2' x 2' x 12" Pad Footing w/ 4-#5 Each Way - F1 Project File: enercalc warbler.ec6 Project Title:Warbler St Residence Engineer:Simple Engineering LLC Project ID: Project Descr:Kitchen and Master Bedroom Addition 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 0.7233 Soil Bearing 1.085 ksf 1.50 ksf +D+Lr 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 0.02481 Z Flexure (+X)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr PASS 0.02481 Z Flexure (-X)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr PASS 0.02481 X Flexure (+Z)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr PASS 0.02481 X Flexure (-Z)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr PASS 0.04737 1-way Shear (+X)2.544 psi 53.717 psi +1.20D+1.60Lr PASS 0.04737 1-way Shear (-X)2.544 psi 53.717 psi +1.20D+1.60Lr PASS 0.04737 1-way Shear (+Z)2.544 psi 53.717 psi +1.20D+1.60Lr PASS 0.04737 1-way Shear (-Z)2.544 psi 53.717 psi +1.20D+1.60Lr PASS 0.08063 2-way Punching 12.095 psi 150.0 psi +1.20D+1.60Lr 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 1.50 n/a0.7125 0.7125 n/a 0.4750.0n/a X-X, +D+Lr 1.50 n/a1.085 1.085 n/a 0.7230.0n/a X-X, +D+0.750Lr 1.50 n/a0.9919 0.9919 n/a 0.6610.0n/a X-X, +0.60D 1.50 n/a0.4275 0.4275 n/a 0.2850.0n/a Z-Z, D Only 1.50 0.7125n/a n/a 0.7125 0.475n/a0.0 Z-Z, +D+Lr 1.50 1.085n/a n/a 1.085 0.723n/a0.0 Z-Z, +D+0.750Lr 1.50 0.9919n/a n/a 0.9919 0.661n/a0.0 Z-Z, +0.60D 1.50 0.4275n/a n/a 0.4275 0.285n/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 0.3203 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.40D 0.3203 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D+0.50Lr 0.3676 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D+0.50Lr 0.3676 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D 0.2745 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D 0.2745 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D+1.60Lr 0.5725 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +1.20D+1.60Lr 0.5725 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +0.90D 0.2059 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK X-X, +0.90D 0.2059 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.40D 0.3203 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.40D 0.3203 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.20D+0.50Lr 0.3676 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.20D+0.50Lr 0.3676 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.20D 0.2745 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.20D 0.2745 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK Z-Z, +1.20D+1.60Lr 0.5725 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK 36 2314 S Warbler St ADDITION12/12/2024