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CITY OF SANTA ANA <br />Project Title: Huntington Beach Pb3aning and Building Agency <br />Engineer: M. Phillips, PE <br />Project ID: *'!S <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: Switchboard Foundation <br />Master ID: <br />DESIGN SUMMARY <br />- • <br />Min. Ratio <br />Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS 0.1273 <br />Soil Bearing <br />0.2101 ksf <br />1.650 ksf <br />+D+0.70E about Z-Z axis <br />PASS 15.734 <br />Overturning - X-X <br />2.50 k-ft <br />39.339 k-ft <br />+0.60D+0.60W <br />PASS 11.359 <br />Overturning - Z-Z <br />1.334 k-ft <br />15.155 k-ft <br />+0.60D+0.70E <br />PASS 7.472 <br />Sliding - X-X <br />0.2135 k <br />1.595 k <br />+0.60D+0.70E <br />PASS 3.986 <br />Sliding - Z-Z <br />0.4002 k <br />1.595 k <br />+0.60D+0.60W <br />PASS n/a <br />Uplift <br />0.0 k <br />0.0 k <br />No Uplift <br />PASS 0.01388 <br />Z Flexure (+X) <br />0.2508 k-ft/ft <br />18.076 k-ft/ft <br />+1.406D+L+1.50E <br />PASS 0.01388 <br />Z Flexure (-X) <br />0.2508 k-ft/ft <br />18.076 k-ft/ft <br />+1.406D+L-1.50E <br />PASS 0.06781 <br />X Flexure (+Z) <br />1.224 k-ft/ft <br />18.048 k-ft/ft <br />+1.20D+L+W <br />PASS 0.06781 <br />X Flexure (-Z) <br />1.224 k-ft/ft <br />18.048 k-ft/ft <br />+1.20D+L-W <br />PASS 0.02146 <br />1-way Shear (+X) <br />1.324 psi <br />61.686 psi <br />+1.406D+L+1.50E <br />PASS 0.02146 <br />1-way Shear (-X) <br />1.324 psi <br />61.686 psi <br />+1.406D+L-1.50E <br />PASS 0.04946 <br />1-way Shear (+Z) <br />3.050 psi <br />61.652 psi <br />+1.20D+L+W <br />PASS 0.04946 <br />1-way Shear (-Z) <br />3.050 psi <br />61.652 psi <br />+1.20D+L-W <br />PASS 0.04513 <br />2-way Punching <br />8.562 psi <br />189.737 psi <br />+1.406D+L-1.50E <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 />0.1816 <br />0.1816 <br />n/a <br />n/a <br />0.110 <br />X-X, +D+L <br />1.650 <br />n/a 0.0 <br />0.1850 <br />0.1850 <br />n/a <br />n/a <br />0.112 <br />X-X, +D+0.750L <br />1.650 <br />n/a 0.0 <br />0.1841 <br />0.1841 <br />n/a <br />n/a <br />0.112 <br />X-X, +D+0.60W <br />1.650 <br />n/a 2.821 <br />0.1610 <br />0.2022 <br />n/a <br />n/a <br />0.123 <br />X-X, +D+0.750L+0.450W <br />1.650 <br />n/a 2.086 <br />0.1687 <br />0.1996 <br />n/a <br />n/a <br />0.121 <br />X-X, +0.60D+0.60W <br />1.650 <br />n/a 4.702 <br />0.08839 <br />0.1295 <br />n/a <br />n/a <br />0.078 <br />X-X, +D+0.70E <br />1.650 <br />n/a 0.2409 <br />0.1798 <br />0.1833 <br />n/a <br />n/a <br />0.111 <br />X-X, +D+0.750L+0.5250E <br />1.650 <br />n/a 0.1782 <br />0.1828 <br />0.1855 <br />n/a <br />n/a <br />0.112 <br />X-X, +0.60D+0.70E <br />1.650 <br />n/a 0.4015 <br />0.1072 <br />0.1107 <br />n/a <br />n/a <br />0.067 <br />Z-Z, D Only <br />1.650 <br />0.0 n/a <br />n/a <br />n/a <br />0.1816 <br />0.1816 <br />0.110 <br />Z-Z, +D+L <br />1.650 <br />0.0 n/a <br />n/a <br />n/a <br />0.1850 <br />0.1850 <br />0.112 <br />Z-Z, +D+0.750L <br />1.650 <br />0.0 n/a <br />n/a <br />n/a <br />0.1841 <br />0.1841 <br />0.112 <br />Z-Z, +D+0.60W <br />1.650 <br />0.1496 n/a <br />n/a <br />n/a <br />0.1788 <br />0.1844 <br />0.112 <br />Z-Z, +D+0.750L+0.450W <br />1.650 <br />0.1107 n/a <br />n/a <br />n/a <br />0.1820 <br />0.1863 <br />0.113 <br />Z-Z, +0.60D+0.60W <br />1.650 <br />0.2494 n/a <br />n/a <br />n/a <br />0.1061 <br />0.1118 <br />0.068 <br />Z-Z, +D+0.70E <br />1.650 <br />1.505 n/a <br />n/a <br />n/a <br />0.1531 <br />0.2101 <br />0.127 <br />Z-Z, +D+0.750L+0.5250E <br />1.650 <br />1.113 n/a <br />n/a <br />n/a <br />0.1628 <br />0.2055 <br />0.125 <br />Z-Z, +0.60D+0.70E <br />1.650 <br />2.509 n/a <br />n/a <br />n/a 0.08047 <br />0.1374 <br />0.083 <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+L <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />X-X, +D+0.750L <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />X-X, +D+0.60W <br />2.50 k-ft <br />65.566 k-ft <br />26.224 <br />OK <br />X-X, +D+0.750L+0.450W <br />1.875 k-ft <br />66.490 k-ft <br />35.459 <br />OK <br />X-X, +0.60D+0.60W <br />2.50 k-ft <br />39.339 k-ft <br />15.734 <br />OK <br />X-X, +D+0.70E <br />0.2135 k-ft <br />65.566 k-ft <br />307.099 <br />OK <br />X-X, +D+0.750L+0.5250E <br />0.1601 k-ft <br />66.490 k-ft <br />415.240 <br />OK <br />X-X, +0.60D+0.70E <br />0.2135 k-ft <br />39.339 k-ft <br />184.259 <br />OK <br />Z-Z, D Only <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />Z-Z, +D+L <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />Z-Z, +D+0.750L <br />None <br />0.0 k-ft <br />Infinity <br />OK <br />Z-Z, +D+0.60W <br />0.1326 k-ft <br />25.258 k-ft <br />190.486 <br />OK <br />Z-Z, +D+0.750L+0.450W <br />0.09945 k-ft <br />25.615 k-ft <br />257.563 <br />OK <br />