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General Footing Affinity Design GroupLic. # : KW-06011953 DESCRIPTION:Patio Footings 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 0.8867 Soil Bearing 1.330 ksf 1.50 ksf +D+Lr+H 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 0.003413 Z Flexure (+X)0.1870 k-ft/ft 54.794 k-ft/ft +1.20D+1.60Lr+0.50W+1.60H PASS 0.003413 Z Flexure (-X)0.1870 k-ft/ft 54.794 k-ft/ft +1.20D+1.60Lr+L+1.60H PASS 0.003413 X Flexure (+Z)0.1870 k-ft/ft 54.794 k-ft/ft +1.20D+1.60Lr+0.50W+1.60H PASS 0.003413 X Flexure (-Z)0.1870 k-ft/ft 54.794 k-ft/ft +1.20D+1.60Lr+L+1.60H PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-X)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 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 0.0 psi 75.0 psi n/a Detailed Results Rotation Axis &Zecc Xecc 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+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +D+L+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +D+Lr+H 1.50 n/a 1.330 1.330 n/a 0.8870.0n/a X-X, +D+S+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +D+0.750Lr+0.750L+H 1.50 n/a 1.175 1.175 n/a 0.7830.0n/a X-X, +D+0.750L+0.750S+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +D+0.60W+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +D+0.750Lr+0.750L+0.450W+H 1.50 n/a 1.175 1.175 n/a 0.7830.0n/a X-X, +D+0.750L+0.750S+0.450W+H 1.50 n/a 0.710 0.710 n/a 0.4730.0n/a X-X, +0.60D+0.60W+0.60H 1.50 n/a 0.4260 0.4260 n/a 0.2840.0n/a X-X, +D+0.70E+0.60H 1.50 n/a 0.780 0.780 n/a 0.5200.0n/a X-X, +D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.7625 0.7625 n/a 0.5080.0n/a X-X, +0.60D+0.70E+H 1.50 n/a 0.4960 0.4960 n/a 0.3310.0n/a Z-Z, +D+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +D+L+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +D+Lr+H 1.50 1.330 n/a n/a 1.330 0.887n/a0.0 Z-Z, +D+S+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +D+0.750Lr+0.750L+H 1.50 1.175 n/a n/a 1.175 0.783n/a0.0 Z-Z, +D+0.750L+0.750S+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +D+0.60W+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +D+0.750Lr+0.750L+0.450W+H 1.50 1.175 n/a n/a 1.175 0.783n/a0.0 Z-Z, +D+0.750L+0.750S+0.450W+H 1.50 0.710 n/a n/a 0.710 0.473n/a0.0 Z-Z, +0.60D+0.60W+0.60H 1.50 0.4260 n/a n/a 0.4260 0.284n/a0.0 Z-Z, +D+0.70E+0.60H 1.50 0.780 n/a n/a 0.780 0.520n/a0.0 Z-Z, +D+0.750L+0.750S+0.5250E+H 1.50 0.7625 n/a n/a 0.7625 0.508n/a0.0 Z-Z, +0.60D+0.70E+H 1.50 0.4960 n/a n/a 0.4960 0.331n/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 Raymar Street - Santa Ana Page 16 of 116 1306 W Raymar St 11/14/22