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914-918 N Bewley St - REV 2 - Plan
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914-918 N Bewley St - REV 2 - Plan
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Entry Properties
Last modified
4/22/2026 5:00:22 AM
Creation date
4/22/2026 5:00:07 AM
Metadata
Fields
Template:
Plan
Permit Number
20182346
30147017
40138922
101118570
101118571
101118573
101124002
101126946
Full Address
918 N Bewley St
914 N Bewley St
916 N Bewley St
Street Number
916
Street Direction
N
Street Name
Bewley
Street Suffix
St
Document Relationships
101118570 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\914 N Bewley St
101118571 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\916 N Bewley St
101118573 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
101124002 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
20182346 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
30147017 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
40138922 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
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Beam on Elastic Foundation <br />LIC# : KW-06014612, Build:20.25.05.07 MYERS, HOUGHTON PARTNERS (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:Grade Beam - B (EW) <br />Project File: 23-0221-00 - Revised ADU.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <br />Project Descr: <br />Span # <br />Bending Stress Results ( k-ft )Location (ft)Load Combination <br />Mu : Max Stress RatioSegment Length Phi*Mnxin Span <br />Span # 1 1 11.365 -0.00 61.62 0.00 <br />+1.20D+1.60L <br />Span # 1 1 11.365 -0.00 61.62 0.00 <br />+1.20D+L <br />Span # 1 1 11.365 -0.00 61.62 0.00 <br />+1.20D+0.50W <br />Span # 1 1 8.253 1.13 61.62 0.02 <br />+1.20D+L+W <br />Span # 1 1 8.253 2.26 61.62 0.04 <br />+0.90D+W <br />Span # 1 1 8.253 2.26 61.62 0.04 <br />+0.90D <br />Span # 1 1 11.365 -0.00 61.62 0.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections - Unfactored Loads <br />Span 1 1 0.0334 11.500 0.0000 0.000 <br />.Detailed Shear Information <br />Load Combination <br />VuSpanDistance'd'Vu / <br />Provision <br />Vc Eqnĭ VcSpacing <br />(ft)(k)(in)(T22.5.5.1)Req'd (in)Number ĭ Vn <br />Spacing <br />(k)(k) <br />ĭ Vs ĭ Vn <br />(k) <br />Av, min <br />Req'd? <br />+1.20D+1.60L 1 0.00 21.00 0.05 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.004No <br />+0.90D+W 1 0.14 21.00 -0.05 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.004No <br />+0.90D+W 1 0.27 21.00 -0.12 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.008No <br />+0.90D+W 1 0.41 21.00 -0.18 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.013No <br />+0.90D+W 1 0.54 21.00 -0.24 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.017No <br />+0.90D+W 1 0.68 21.00 -0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.021No <br />+0.90D+W 1 0.81 21.00 -0.35 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.025No <br />+0.90D+W 1 0.95 21.00 -0.41 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.029No <br />+0.90D+W 1 1.08 21.00 -0.46 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.033No <br />+0.90D+W 1 1.22 21.00 -0.52 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.037No <br />+0.90D+W 1 1.35 21.00 -0.57 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.040No <br />+0.90D+W 1 1.49 21.00 -0.62 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.044No <br />+0.90D+W 1 1.62 21.00 -0.67 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.047No <br />+0.90D+W 1 1.76 21.00 -0.71 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.051No <br />+0.90D+W 1 1.89 21.00 -0.76 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.054No <br />+0.90D+W 1 2.03 21.00 -0.80 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.057No <br />+0.90D+W 1 2.16 21.00 -0.84 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.060No <br />+0.90D+W 1 2.30 21.00 -0.89 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.063No <br />+0.90D+W 1 2.44 21.00 -0.93 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.066No <br />+0.90D+W 1 2.57 21.00 -0.96 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.068No <br />+0.90D+W 1 2.71 21.00 -1.00 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.071No <br />+0.90D+W 1 2.84 21.00 -1.03 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.073No <br />+0.90D+W 1 2.98 21.00 -1.07 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.076No <br />+0.90D+W 1 3.11 21.00 -1.10 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.078No <br />+0.90D+W 1 3.25 21.00 -1.13 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.080No <br />+0.90D+W 1 3.38 21.00 -1.16 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.082No <br />+0.90D+W 1 3.52 21.00 -1.19 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.084No <br />+0.90D+W 1 3.65 21.00 -1.21 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.086No <br />+0.90D+W 1 3.79 21.00 -1.24 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.088No <br />+0.90D+W 1 3.92 21.00 -1.26 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.089No <br />+0.90D+W 1 4.06 21.00 -1.28 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.091No <br />+0.90D+W 1 4.19 21.00 -1.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.092No <br />+0.90D+W 1 4.33 21.00 -1.32 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.094No <br />+0.90D+W 1 4.46 21.00 -1.34 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.095No <br />+0.90D+W 1 4.60 21.00 -1.35 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.096No <br />+0.90D+W 1 4.74 21.00 -1.37 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.097No <br />+0.90D+W 1 4.87 21.00 -1.38 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.098No <br />+0.90D+W 1 5.01 21.00 -1.39 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.099No <br />+0.90D+W 1 5.14 21.00 -1.40 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.099No <br />+0.90D+W 1 5.28 21.00 -1.41 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.100No <br />+0.90D+W 1 5.41 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.100No <br />+0.90D+W 1 5.55 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 5.68 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 5.82 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 5.95 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 6.09 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 6.22 21.00 -1.42 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.101No <br />+0.90D+W 1 6.36 21.00 -1.41 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.100No <br />3.2.6
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