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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 - 2 (NS) <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 />+1.40D <br />Span # 1 1 38.541 -0.00 61.62 0.00 <br />+1.20D+1.60L <br />Span # 1 1 38.541 -0.00 61.62 0.00 <br />+1.20D+L <br />Span # 1 1 38.541 -0.00 61.62 0.00 <br />+1.20D <br />Span # 1 1 38.541 -0.00 61.62 0.00 <br />+0.90D <br />Span # 1 1 38.541 -0.00 61.62 0.00 <br />+1.20D+L+E <br />Span # 1 1 27.988 1.12 61.62 0.02 <br />+0.90D+E <br />Span # 1 1 27.988 1.13 61.62 0.02 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections - Unfactored Loads <br />Span 1 1 0.0328 19.500 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 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 0.46 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 0.92 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 1.38 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 1.84 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 2.29 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 2.75 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 3.21 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 3.67 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 4.13 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 4.59 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 5.05 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 5.51 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 5.96 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 6.42 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 6.88 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 7.34 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 7.80 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 8.26 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 8.72 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 9.18 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 9.64 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 10.09 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 10.55 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 11.01 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 11.47 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 11.93 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 12.39 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 12.85 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 13.31 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 13.76 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 14.22 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 14.68 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 15.14 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 15.60 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 16.06 21.00 0.30 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 16.52 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 16.98 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 17.44 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 17.89 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 18.35 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 18.81 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 19.27 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 19.73 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 20.19 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 20.65 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />+1.20D+1.60L 1 21.11 21.00 0.31 N/A 14.10 0.00 14.10 Eqn (c)Ties Not Req'd0.022No <br />3.2.3
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