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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 3) 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 0.5005 Soil Bearing 0.7507 ksf 1.50 ksf +D+S PASS 0.1029 Z Flexure(+X) 0.4447 k-ft 4.324 k-ft +1.20D+1.60S PASS 0.03027 Z Flexure(-X) 0.1309 k-ft 4.324 k-ft +0.90D PASS 0.1105 1-way Shear(+X) 9.075 psi 82.158 psi +1.20D+1.60S PASS 0.1105 1-way Shear(-X) 9.075 psi 82.158 psi +1.20D+1.60S Detailed Results Soil Bearing Rotation Axis 8 Actual SoilBearing Stress Actual/Allowable Load Combination... Gross Allowable Xecc -X +X Ratio D Only 1.50 ksf 0.0 in 0.3473 ksf 0.3473 ksf 0.232 +D+S 1.50 ksf 0.0 In 0.7507 ksf 0.7507 ksf 0.501 +D+0.750S 1.50 ksf 0.0 in 0.6499 ksf 0.6499 ksf 0.433 +0.60D 1.50 ksf 0.0 in 0.2084 ksf 0.2084 ksf 0.139 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? in^2 inA2 in^2 k-ft Status +1.401) 0,2035 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.40D 0.2035 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D 0,1745 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D 0.1745 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.50S 0.2589 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.50S 0.2589 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+1.60S 0.4447 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+1.60S 0.4447 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK ,+1.20D+0.70S 0.2927 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK +1.20D+0.70S 0.2927 +X Bottom 0.1728 Min Temp% 0.2 4.324 OK +0.90D 0.1309 -X Bottom 0.1728 Min Temp% 0.2 4.324 OK +0.90D 0.1309 +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 4.154 psi 4.154 psi 4.154 psi 82.158 psi 0.05056 OK +1.20D 3.561 psi 3.561 psi 3.561 psi 82.158 psi 0.04334 OK +1.20D+0.50S 5.284 psi 5.284 psi 5.284 psi 82.158 psi 0.06431 OK +1.20D+1.60S 9.075 psi 9.075 psi 9.075 psi 82.158 psi 0.1105 OK +1.20D+0.70S 5.973 psi 5.973 psi 5.973 psi 82.158 psi 0.07271 OK +0.90D 2.67 psi 2.67 psi 2.67 psi 82.158 psi 0.0325 OK I I, I i