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933 S Harmon St Unit #2 - Plan
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933 S Harmon St Unit #2 - Plan
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Last modified
5/21/2026 5:00:11 AM
Creation date
5/21/2026 5:00:04 AM
Metadata
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Template:
Plan
Permit Number
101125958
Full Address
933 S Harmon St Unit# 2
Street Number
933
Street Direction
S
Street Name
Harmon
Street Suffix
St
Unit Number
2
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Combined Footing <br />LIC# : KW-06018621, Build:20.25.09.04 KPFF (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:Hardy Frame Footing <br />Project File: quick calc.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />As Req'd <br />Z-Axis Footing Flexure - Maximum Values for Load Combination <br />TensionDistance <br />Actual As Mu / PhiMn <br />(in^2)(ft-k) (ft-k)(ft) (in^2) <br />byMu from left Side <br />Governed <br />Phi*MnLoad Combination... <br />+1.20D+E -0.050 5.760 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.044 5.775 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.038 5.790 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.033 5.805 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.028 5.820 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.024 5.835 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.020 5.850 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.016 5.865 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E -0.013 5.880 Top 2.592 ACI 7.6.1.1 2.640 311.536 0.000 <br />+1.20D+E 0.000 5.895 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.910 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.925 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.940 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.955 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.970 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 5.985 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+E 0.000 6.000 0 0.000 0 0.000 0.000 0.000 <br />One Way Shear Left of Column #1 <br />Φ vnLoad Combination...vu <br />Right of Column #1 Left of Column #2 Right of Column #2 <br />vu / <br />(psi) (psi)Φ vn <br />vu vu vuΦ vn Φ vn Φ vnvu / vu /vu / <br />(psi) (psi) (psi) (psi) (psi) (psi)Φ vn Φ vn Φ vn <br />+1.40D 0.0 0.0 38.0 0.000 38.0 0.0000.0 0.038.0 0.000 0.000 38.0 <br />+1.20D+0.50Lr 0.0 0.0 38.0 0.000 38.0 0.0000.0 0.038.0 0.000 0.000 38.0 <br />+1.20D 0.0 0.0 38.0 0.000 38.0 0.0000.0 0.038.0 0.000 0.000 38.0 <br />+1.20D+1.60Lr 0.0 0.0 38.0 0.000 38.0 0.0000.0 0.038.0 0.000 0.000 38.0 <br />+1.20D+E 0.0 4.2 38.0 0.000 38.0 0.1110.0 4.238.0 0.000 0.111 38.0 <br />+0.90D 0.0 0.0 38.0 0.000 38.0 0.0000.0 0.038.0 0.000 0.000 38.0 <br />+0.90D+E 0.0 5.2 38.0 0.000 38.0 0.1370.0 5.238.0 0.000 0.137 38.0 <br />Two Way Shear <br />Load Combination...vu <br />Column #1 Column #2 <br />(psi) <br />vuΦ vn Φ vnvu /vu / <br />(psi) (psi) (psi)Φ vn Φ vn <br />+1.40D 0.2 150.0 0.0010.2150.0 0.001 <br />+1.20D+0.50Lr 0.3 150.0 0.0020.3150.0 0.002 <br />+1.20D 0.2 150.0 0.0010.2150.0 0.001 <br />+1.20D+1.60Lr 0.5 150.0 0.0030.5150.0 0.003 <br />+1.20D+E 3.4 150.0 0.0324.8150.0 0.023 <br />+0.90D 0.1 150.0 0.0010.1150.0 0.001 <br />+0.90D+E 4.0 150.0 0.0314.6150.0 0.027 <br />Page 28
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