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CITY OF SANTA ANA <br />Project Title: Huntington Beach Mining and Building Agency <br />Engineer: M. Phillips, PE <br />Project ID: P *:!V <br />Project Descr: EV Chargers Str ctural Ca s <br />Approved <br />FOR PERMIT ISSUANCE <br />General Footing <br />LIC# : KW-06013382, Build:20.25.03.07 <br />E2 CONSULTING ENGINEERS, INC. <br />(c) ENERCALC, LLC 198, <br />DESCRIPTION: Level <br />3 Dual Charger <br />Master ID: <br />DESIGN SUMMARY <br />- • <br />Min. Ratio <br />Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS 0.2786 <br />Soil Bearing <br />0.4597 ksf <br />1.650 ksf <br />+D+0.70E about Z-Z axis <br />PASS 2.654 <br />Overturning - X-X <br />1.438 k-ft <br />3.816 k-ft <br />+0.60D+0.70E <br />PASS 2.322 <br />Overturning - Z-Z <br />1.438 k-ft <br />3.339 k-ft <br />+0.60D+0.70E <br />PASS 2.040 <br />Sliding - X-X <br />0.2338 k <br />0.4770 k <br />+0.60D+0.70E <br />PASS 2.040 <br />Sliding - Z-Z <br />0.2338 k <br />0.4770 k <br />+0.60D+0.70E <br />PASS n/a <br />Uplift <br />0.0 k <br />0.0 k <br />No Uplift <br />PASS 0.06091 <br />Z Flexure (+X) <br />1.046 k-ft/ft <br />17.179 k-ft/ft <br />+1.406D+2.OE <br />PASS 0.06091 <br />Z Flexure (-X) <br />1.046 k-ft/ft <br />17.179 k-ft/ft <br />+1.406D-2.OE <br />PASS 0.05868 <br />X Flexure (+Z) <br />1.146 k-ft/ft <br />19.529 k-ft/ft <br />+1.406D+2.OE <br />PASS 0.05868 <br />X Flexure (-Z) <br />1.146 k-ft/ft <br />19.529 k-ft/ft <br />+1.406D-2.OE <br />PASS 0.1165 <br />1-way Shear (+X) <br />7.061 psi <br />60.607 psi <br />+1.406D+2.OE <br />PASS 0.1165 <br />1-way Shear (-X) <br />7.061 psi <br />60.607 psi <br />+1.406D-2.OE <br />PASS 0.1078 <br />1-way Shear (+Z) <br />6.832 psi <br />63.366 psi <br />+1.406D+2.OE <br />PASS 0.1078 <br />1-way Shear (-Z) <br />6.832 psi <br />63.366 psi <br />+1.406D-2.OE <br />PASS 0.02648 <br />2-way Punching <br />5.024 psi <br />189.737 psi <br />+1.406D+2.OE <br />Detailed Results <br />Soil Bearing <br />Rotation Axis & <br />Xecc Zecc <br />Actual <br />Soil Bearing Stress @ Location <br />Actual / Allow <br />Load Combination... <br />Gross Allowable <br />(in) <br />Bottom, -Z <br />Top, +Z <br />Left, -X <br />Right, +X <br />Ratio <br />X-X, D Only <br />1.650 <br />n/a 0.0 <br />0.2271 <br />0.2271 <br />n/a <br />n/a <br />0.138 <br />X-X, +D+0.60W <br />1.650 <br />n/a 0.4777 <br />0.2137 <br />0.2406 <br />n/a <br />n/a <br />0.146 <br />X-X, +D+0.450W <br />1.650 <br />n/a 0.3583 <br />0.2171 <br />0.2372 <br />n/a <br />n/a <br />0.144 <br />X-X, +0.60D+0.60W <br />1.650 <br />n/a 0.7962 <br />0.1229 <br />0.1497 <br />n/a <br />n/a <br />0.091 <br />X-X, +D+0.70E <br />1.650 <br />n/a 7.235 <br />0.02377 <br />0.4305 <br />n/a <br />n/a <br />0.261 <br />X-X, +D+0.5250E <br />1.650 <br />n/a 5.426 <br />0.07462 <br />0.3797 <br />n/a <br />n/a <br />0.230 <br />X-X, +0.60D+0.70E <br />1.650 <br />n/a 12.058 <br />0.0 <br />0.3628 <br />n/a <br />n/a <br />0.220 <br />Z-Z, D Only <br />1.650 <br />0.0 n/a <br />n/a <br />n/a <br />0.2271 <br />0.2271 <br />0.138 <br />Z-Z, +D+0.60W <br />1.650 <br />0.4506 n/a <br />n/a <br />n/a <br />0.2127 <br />0.2416 <br />0.146 <br />Z-Z, +D+0.450W <br />1.650 <br />0.3379 n/a <br />n/a <br />n/a <br />0.2163 <br />0.2380 <br />0.144 <br />Z-Z, +0.60D+0.60W <br />1.650 <br />0.7509 n/a <br />n/a <br />n/a <br />0.1218 <br />0.1508 <br />0.091 <br />Z-Z, +D+0.70E <br />1.650 <br />7.235 n/a <br />n/a <br />n/a <br />0.0 <br />0.4597 <br />0.279 <br />Z-Z, +D+0.5250E <br />1.650 <br />5.426 n/a <br />n/a <br />n/a <br />0.05283 <br />0A015 <br />0.243 <br />Z-Z, +0.60D+0.70E <br />1.650 <br />12.058 n/a <br />n/a <br />n/a <br />0.0 <br />0.4234 <br />0.257 <br />Overturning Stability <br />Rotation Axis & <br />Load Combination... <br />Overturning Moment <br />Resisting Moment <br />Stability Ratio <br />Status <br />X-X, D Only <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />X-X, +D+0.60W <br />0.1266 k-ft <br />6.360 k-ft <br />50.237 <br />OK <br />X-X, +D+0.450W <br />0.09495 k-ft <br />6.360 k-ft <br />66.983 <br />OK <br />X-X, +0.60D+0.60W <br />0.1266 k-ft <br />3.816 k-ft <br />30.142 <br />OK <br />X-X, +D+0.70E <br />1.438 k-ft <br />6.360 k-ft <br />4.423 <br />OK <br />X-X, +D+0.5250E <br />1.078 k-ft <br />6.360 k-ft <br />5.897 <br />OK <br />X-X, +0.60D+0.70E <br />1.438 k-ft <br />3.816 k-ft <br />2.654 <br />OK <br />Z-Z, D Only <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />Z-Z, +D+0.60W <br />0.1194 k-ft <br />5.565 k-ft <br />46.608 <br />OK <br />Z-Z, +D+0.450W <br />0.08955 k-ft <br />5.565 k-ft <br />62.144 <br />OK <br />Z-Z, +0.60D+0.60W <br />0.1194 k-ft <br />3.339 k-ft <br />27.965 <br />OK <br />Z-Z, +D+0.70E <br />1.438 k-ft <br />5.565 k-ft <br />3.870 <br />OK <br />Z-Z, +D+0.5250E <br />1.078 k-ft <br />5.565 k-ft <br />5.160 <br />OK <br />Z-Z, +0.60D+0.70E <br />1.438 k-ft <br />3.339 k-ft <br />2.322 <br />OK <br />