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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 />+0.90D+E 3.938 1.035 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.013 <br />+0.90D+E 4.037 1.050 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.013 <br />+0.90D+E 4.136 1.065 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.013 <br />+0.90D+E 4.236 1.080 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.014 <br />+0.90D+E 4.337 1.095 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.014 <br />+0.90D+E 4.438 1.110 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.014 <br />+0.90D+E 4.540 1.125 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.015 <br />+0.90D+E 4.643 1.140 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.015 <br />+0.90D+E 4.746 1.155 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.015 <br />+0.90D+E 4.849 1.170 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.016 <br />+0.90D+E 4.954 1.185 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.016 <br />+0.90D+E 5.058 1.200 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.016 <br />+0.90D+E 5.164 1.215 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.017 <br />+0.90D+E 5.269 1.230 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.017 <br />+0.90D+E 5.375 1.245 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.017 <br />+0.90D+E 5.482 1.260 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.018 <br />+0.90D+E 5.589 1.275 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.018 <br />+0.90D+E 5.697 1.290 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.018 <br />+0.90D+E 5.805 1.305 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.019 <br />+0.90D+E 5.913 1.320 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.019 <br />+0.90D+E 6.021 1.335 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.019 <br />+0.90D+E 6.130 1.350 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.020 <br />+0.90D+E 6.239 1.365 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.020 <br />+0.90D+E 6.349 1.380 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.020 <br />+0.90D+E 6.459 1.395 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.021 <br />+0.90D+E 6.569 1.410 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.021 <br />+0.90D+E 6.679 1.425 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.021 <br />+0.90D+E 6.789 1.440 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.022 <br />+0.90D+E 6.900 1.455 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.022 <br />+0.90D+E 7.011 1.470 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.023 <br />+0.90D+E 7.122 1.485 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.023 <br />+0.90D+E 7.233 1.500 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.023 <br />+0.90D+E 7.344 1.515 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.024 <br />+0.90D+E 7.455 1.530 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.024 <br />+0.90D+E 7.567 1.545 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.024 <br />+0.90D+E 7.678 1.560 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.025 <br />+0.90D+E 7.789 1.575 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.025 <br />+0.90D+E 7.901 1.590 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.025 <br />+0.90D+E 8.012 1.605 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.026 <br />+0.90D+E 8.124 1.620 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.026 <br />+0.90D+E 8.235 1.635 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.026 <br />+0.90D+E 8.346 1.650 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.027 <br />+0.90D+E 8.457 1.665 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.027 <br />+0.90D+E 8.568 1.680 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.028 <br />+0.90D+E 8.679 1.695 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.028 <br />+0.90D+E 8.790 1.710 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.028 <br />+0.90D+E 8.900 1.725 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.029 <br />+0.90D+E 9.011 1.740 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.029 <br />+0.90D+E 9.121 1.755 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.029 <br />+0.90D+E 9.231 1.770 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.030 <br />+0.90D+E 9.340 1.785 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.030 <br />+0.90D+E 9.450 1.800 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.030 <br />+0.90D+E 9.559 1.815 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.031 <br />+0.90D+E 9.668 1.830 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.031 <br />+0.90D+E 9.776 1.845 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.031 <br />+0.90D+E 9.884 1.860 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.032 <br />+0.90D+E 9.992 1.875 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.032 <br />+0.90D+E 10.100 1.890 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.032 <br />+0.90D+E 10.207 1.905 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.033 <br />+0.90D+E 10.314 1.920 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.033 <br />+0.90D+E 10.408 1.935 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.033 <br />+0.90D+E 10.486 1.950 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.034 <br />+0.90D+E 10.546 1.965 Bottom 2.592 ACI 7.6.1.1 2.640 311.536 0.034 <br />Page 23
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