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FLOOD ZONE - 4610 W Melric Dr & 406 S Andres Pl - Plan
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FLOOD ZONE - 4610 W Melric Dr & 406 S Andres Pl - Plan
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Last modified
2/24/2026 5:00:54 AM
Creation date
2/24/2026 5:00:16 AM
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Template:
Plan
Permit Number
101124032
Full Address
406 S Andres Pl
Street Number
406
Street Direction
S
Street Name
Andres
Street Suffix
Pl
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General Footing <br />LIC# : KW-06019842, Build:20.23.07.20 Structural Engineering Consultants (c) ENERCALC INC 1983-202 <br />DESCRIPTION:PAD: <1> <br />Project File: Design Check_2 Story.ec <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMu Side <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.20D+1.60Lr+0.50L 0.785 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+1.60Lr+0.50L 0.785 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+1.60Lr+0.50W 0.722 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+1.60Lr+0.50W 0.722 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L 0.425 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L 0.425 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50W 0.362 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50W 0.362 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50Lr+0.50L+W 0.662 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50Lr+0.50L+W 0.662 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L+W 0.550 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L+W 0.550 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L+E 0.862 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +1.20D+0.50L+E 0.862 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +0.90D+W 0.350 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +0.90D+W 0.350 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +0.90D+E 0.662 +Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />X-X, +0.90D+E 0.662 -Z Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.40D 0.350 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.40D 0.350 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 0.812 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 0.812 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60L 0.70 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60L 0.70 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 0.785 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 0.785 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60Lr+0.50W 0.722 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+1.60Lr+0.50W 0.722 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L 0.425 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L 0.425 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50W 0.362 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50W 0.362 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50Lr+0.50L+W 0.662 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50Lr+0.50L+W 0.662 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L+W 0.550 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L+W 0.550 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L+E 0.862 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +1.20D+0.50L+E 0.862 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +0.90D+W 0.350 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +0.90D+W 0.350 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +0.90D+E 0.662 -Bottom 0.2592 AsMin 0.30 11.67 OK <br />Z-Z, +0.90D+E 0.662 +Bottom 0.2592 AsMin 0.30 11.67 OK <br />One Way Shear <br />Vu @ +XLoad Combination... Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.56 1.56 1.56 1.56 1.56 75.00 0.02psipsipsipsipsipsi O <br />+1.20D+0.50Lr+1.60L 3.61 3.61 3.61 3.61 3.61 75.00 0.05psipsipsipsipsipsi O <br />+1.20D+1.60L 3.11 3.11 3.11 3.11 3.11 75.00 0.04psipsipsipsipsipsi O <br />+1.20D+1.60Lr+0.50L 3.49 3.49 3.49 3.49 3.49 75.00 0.05psipsipsipsipsipsi O <br />+1.20D+1.60Lr+0.50W 3.21 3.21 3.21 3.21 3.21 75.00 0.04psipsipsipsipsipsi O <br />+1.20D+0.50L 1.89 1.89 1.89 1.89 1.89 75.00 0.03psipsipsipsipsipsi O <br />+1.20D+0.50W 1.61 1.61 1.61 1.61 1.61 75.00 0.02psipsipsipsipsipsi O <br />+1.20D+0.50Lr+0.50L+W 2.94 2.94 2.94 2.94 2.94 75.00 0.04psipsipsipsipsipsi O <br />+1.20D+0.50L+W 2.44 2.44 2.44 2.44 2.44 75.00 0.03psipsipsipsipsipsi O <br />+1.20D+0.50L+E 3.83 3.83 3.83 3.83 3.83 75.00 0.05psipsipsipsipsipsi O <br />+0.90D+W 1.56 1.56 1.56 1.56 1.56 75.00 0.02psipsipsipsipsipsi O <br />+0.90D+E 2.94 2.94 2.94 2.94 2.94 75.00 0.04psipsipsipsipsipsi O <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVu Phi*VnLoad Combination... <br />+1.40D 7.39 150.00 0.04929 OKpsipsi <br />+1.20D+0.50Lr+1.60L 17.17 150.00 0.114 OKpsipsi <br />+1.20D+1.60L 14.79 150.00 0.09859 OKpsipsi <br />Pa e 36 of 54
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