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Z, Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: (425)828-4200 Project Descr: DEI Wall Footing Project File:23-079 Charter Club.ec6 LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: (E) Wall FTG CHeck (Below HDR 2.1) DESIGN SUMMARY Design O Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.7366 Soil Bearing 1.105 ksf 1.50 ksf +D+S PASS 0.08053 Z Flexure(+X) 0.3482 k-ft 4.324 k-ft +1.20D+1.60S PASS 0.02223 Z Flexure(-X) 0.09612 k-ft 4.324 k-ft +0.90D PASS 0.08184 1-way Shear(+X) 6.723 psi 82.158 psi +1.20D+1.60S PASS 0.08184 1-way Shear(-X) 6.723 psi 82.158 psi +1.20D+1.60S Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual/Allowable Load Combination... Gross Allowable Xecc -X +X Ratio D Only 1.50 ksf 0.0 in 0.4830 ksf 0.4830 ksf 0.322 +D+S 1.50 ksf 0.0 in 1.105 ksf 1.105 ksf 0.737 +D+0.750S 1.50 ksf 0.0 in 0.9494 ksf 0.9494 ksf 0.633 ,+0.60D 1.50 ksf 0.0 in 0.2898 ksf 0.2898 ksf 0.193 Overturning Stability Units:k-ft Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ Bot. As Req'd Gvrn.As Actual As Phi'Mn k-ft Side? or Top? inA2 in^2 in^2 k-ft Status +1.401) 0.1495 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.401) 0.1495 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.201) 0.1282 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.201) 0.1282 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.20D+0.50S 0.1969 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.50S 0.1969 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+1.60S 0.3482 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+1.60S 0.3482 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.70S 0.2244 -X Bottom 0,1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.70S 0.2244 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+0.90D 0.09612 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+0.90D 0.09612 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi'Vn Status +1.40D 2.887 psi 2.887 psi 2.887 psi 82.158 psi 0.03514 OK +1.20D 2.475 psi 2.475 psi 2.475 psi 82.158 psi 0.03012 OK +1.20D+0.50S 3.803 psi 3.803 psi 3.803 psi 82.158 psi 0.04628 OK +1.20D+1.60S 6.723 psi 6.723 psi 6.723 psi 82.158 psi 0.08184 OK +1.20D+0.70S 4.334 psi 4.334 psi 4.334 psi 82.158 psi 0.05275 OK +0.90D 1.856 psi 1.856 psi 1.856 psi 82.158 psi 0.02259 OK