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2740 S Bristol St - Plan (2)
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2740 S Bristol St - Plan (2)
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Last modified
2/13/2026 5:02:39 AM
Creation date
2/13/2026 5:00:40 AM
Metadata
Fields
Template:
Plan
Permit Number
101123931
Full Address
2740 S Bristol St
Street Number
2740
Street Direction
S
Street Name
Bristol
Street Suffix
St
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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, <br />LLC 1982-2025 <br />DESCRIPTION: Switchboard <br />Foundation <br />Master ID: <br />Date: <br />Footing Flexure <br />Flexure Axis & Load Combination <br />Mu <br />Side <br />Tension <br />As Req'd <br />Gvrn. As <br />Actual As <br />Status <br />k-ft <br />Surface <br />in^2 <br />inA2 <br />in"2 <br />k-ft <br />Z-Z, +1.20D+0.50W <br />0.1024 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D+0.50W <br />0.1114 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D-0.50W <br />0.1114 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D-0.50W <br />0.1024 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D+L+W <br />0.1076 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D+L+W <br />0.1255 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D+L-W <br />0.1255 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.20D+L-W <br />0.1076 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.90D+W <br />0.07122 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.90D+W <br />0.08914 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.90D-W <br />0.08914 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.90D-W <br />0.07122 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.406D+L+1.50E <br />0.01896 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.406D+L+1.50E <br />0.2508 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.406D+L-1.50E <br />0.2508 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +1.406D+L-1.50E <br />0.01896 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.6940D+1.50E <br />0.05410 <br />-X <br />Top <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.6940D+1.50E <br />0.1778 <br />+X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.6940D-1.50E <br />0.1778 <br />-X <br />Bottom <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />Z-Z, +0.6940D-1.50E <br />0.05410 <br />+X <br />Top <br />0.2592 <br />ACI 7.6.1.1 <br />0.4639 <br />18.076 <br />OK <br />One Way Shear X <br />Load Combination... <br />Vu @ -X Vu @ +X Vu:Max Phi <br />Vn Vu / Phi*Vn <br />Status <br />+1.40D <br />0.66 psi <br />0.66 psi <br />0.66 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D+1.60L <br />0.65 psi <br />0.65 psi <br />0.65 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D+L <br />0.62 psi <br />0.62 psi <br />0.62 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D+0.50W <br />0.54 psi <br />0.59 psi <br />0.59 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D-0.50W <br />0.59 psi <br />0.54 psi <br />0.59 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D+L+W <br />0.57 psi <br />0.66 psi <br />0.66 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.20D+L-W <br />0.66 psi <br />0.57 psi <br />0.66 psi <br />61.69 psi <br />0.01 <br />OK <br />+0.90D+W <br />0.38 psi <br />0.47 psi <br />0.47 psi <br />61.69 psi <br />0.01 <br />OK <br />+0.90D-W <br />0.47 psi <br />0.38 psi <br />0.47 psi <br />61.69 psi <br />0.01 <br />OK <br />+1.406D+L+1.50E <br />0.11 psi <br />1.32 psi <br />1.32 psi <br />61.69 psi <br />0.02 <br />OK <br />+1.406D+L-1.50E <br />1.32 psi <br />0.11 psi <br />1.32 psi <br />61.69 psi <br />0.02 <br />OK <br />+0.6940D+1.50E <br />0.28 psi <br />0.94 psi <br />0.94 psi <br />61.69 psi <br />0.02 <br />OK <br />+0.6940D-1.50E <br />0.94 psi <br />0.28 psi <br />0.94 psi <br />61.69 psi <br />0.02 <br />OK <br />One Way Shear Z <br />Load Combination... <br />Vu @ -Z Vu @ +Z Vu:Max Phi <br />Vn Vu I Phi*Vn <br />Status <br />+1.40D <br />2.22 psi <br />2.22 psi <br />2.22 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.20D+1.60L <br />2.18 psi <br />2.18 psi <br />2.18 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.20D+L <br />2.08 psi <br />2.08 psi <br />2.08 psi <br />61.65 psi <br />0.03 <br />OK <br />+1.20D+0.50W <br />1.42 psi <br />2.39 psi <br />2.39 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.20D-0.50W <br />2.39 psi <br />1.42 psi <br />2.39 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.20D+L+W <br />1.10 psi <br />3.05 psi <br />3.05 psi <br />61.65 psi <br />0.05 <br />OK <br />+1.20D+L-W <br />3.05 psi <br />1.10 psi <br />3.05 psi <br />61.65 psi <br />0.05 <br />OK <br />+0.90D+W <br />0.45 psi <br />2.40 psi <br />2.40 psi <br />61.65 psi <br />0.04 <br />OK <br />+0.90D-W <br />2.40 psi <br />0.45 psi <br />2.40 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.406D+L+1.50E <br />2.30 psi <br />2.51 psi <br />2.51 psi <br />61.65 psi <br />0.04 <br />OK <br />+1.406D+L-1.50E <br />2.51 psi <br />2.30 psi <br />2.51 psi <br />61.65 psi <br />0.04 <br />OK <br />+0.6940D+1.50E <br />0.99 psi <br />1.21 psi <br />1.21 psi <br />61.65 psi <br />0.02 <br />OK <br />+0.6940D-1.50E <br />1.21 psi <br />0.99 psi <br />1.21 psi <br />61.65 psi <br />0.02 <br />OK <br />Two -Way "Punching" Shear <br />All units k <br />Load Combination... <br />Vu <br />Phi*Vn <br />Vu / Phi*Vn <br />Status <br />+1.40D <br />7.92 <br />psi <br />189.74psi <br />0.04173 <br />OK <br />+1.20D+1.60L <br />7.76 <br />psi <br />189.74psi <br />0.04092 <br />OK <br />+1.20D+L <br />7.40 <br />psi <br />189.74psi <br />0.03899 <br />OK <br />+1.20D+0.50W <br />6.79 <br />psi <br />189.74psi <br />0.03577 <br />OK <br />+1.20D-0.50W <br />6.79 <br />psi <br />189.74psi <br />0.03577 <br />OK <br />+1.20D+L+W <br />7.40 <br />psi <br />189.74psi <br />0.03899 <br />OK <br />+1.20D+L-W <br />7.40 <br />psi <br />189.74psi <br />0.03899 <br />OK <br />+0.90D+W <br />5.09 <br />psi <br />189.74psi <br />0.02682 <br />OK <br />
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