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901 N Westwood Ave - Plan
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Last modified
5/30/2025 5:13:11 PM
Creation date
5/30/2025 8:01:05 AM
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Plan
Permit Number
20177306
101111905
Full Address
901 N Westwood Ave
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101111905 - Permit
(Permit - Plan)
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\Building\Permits\W\Westwood Ave\901 N Westwood Ave
20177306 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Westwood Ave\901 N Westwood Ave
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.12.28 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x4 Rafters @ 24" o.c. (Wind Condition_Uplift) (Strength Check) <br />Project File: 2x4 Joist @ 24 O.C..ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 7 FEB 2023, 5:17PM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCM C F r t <br />Shear ValuesMax Stress Ratios <br />M CD V fb M fv F'b V F'vSegment Length Cfu <br />1.00 Length = 9.50 ft 2 0.623 0.144 1.00 1.500 1.15 1.00 1.00 0.25 966.5 1,552.5 0.09 180.01.00 26.0 1.00 <br />1.00 +D+Lr+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.227 0.290 1.25 1.500 1.15 1.00 1.00 0.11 440.4 1,940.6 0.23 225.01.00 65.2 1.00 <br />1.00 Length = 9.50 ft 2 0.835 0.290 1.25 1.500 1.15 1.00 1.00 0.41 1,619.5 1,940.6 0.23 225.01.00 65.2 1.00 <br />1.00 +D+S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.071 0.125 1.15 1.500 1.15 1.00 1.00 0.03 127.0 1,785.4 0.09 207.01.00 26.0 1.00 <br />1.00 Length = 9.50 ft 2 0.541 0.125 1.15 1.500 1.15 1.00 1.00 0.25 966.5 1,785.4 0.09 207.01.00 26.0 1.00 <br />1.00 +D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.187 0.246 1.25 1.500 1.15 1.00 1.00 0.09 362.1 1,940.6 0.19 225.01.00 55.4 1.00 <br />1.00 Length = 9.50 ft 2 0.742 0.246 1.25 1.500 1.15 1.00 1.00 0.37 1,439.6 1,940.6 0.19 225.01.00 55.4 1.00 <br />1.00 +D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.071 0.125 1.15 1.500 1.15 1.00 1.00 0.03 127.0 1,785.4 0.09 207.01.00 26.0 1.00 <br />1.00 Length = 9.50 ft 2 0.541 0.125 1.15 1.500 1.15 1.00 1.00 0.25 966.5 1,785.4 0.09 207.01.00 26.0 1.00 <br />1.00 +D+0.60W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.062 0.120 1.60 1.500 1.15 1.00 1.00 0.04 155.2 2,484.0 0.12 288.01.00 34.6 1.00 <br />1.00 Length = 9.50 ft 2 0.589 0.120 1.60 1.500 1.15 1.00 1.00 0.37 1,462.6 2,484.0 0.12 288.01.00 34.6 1.00 <br />1.00 +D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.061 0.035 1.60 1.500 1.15 1.00 1.00 0.04 150.5 2,484.0 0.03 288.01.00 10.0 1.00 <br />1.00 Length = 9.50 ft 2 0.177 0.064 1.60 1.500 1.15 1.00 1.00 0.11 439.9 2,484.0 0.06 288.01.00 18.3 1.00 <br />1.00 +D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.034 0.067 1.60 1.500 1.15 1.00 1.00 0.02 84.6 2,484.0 0.07 288.01.00 19.4 1.00 <br />1.00 Length = 9.50 ft 2 0.344 0.079 1.60 1.500 1.15 1.00 1.00 0.22 855.3 2,484.0 0.08 288.01.00 22.8 1.00 <br />1.00 +0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.083 0.156 1.60 1.500 1.15 1.00 1.00 0.05 205.9 2,484.0 0.16 288.01.00 44.9 1.00 <br />1.00 Length = 9.50 ft 2 0.744 0.156 1.60 1.500 1.15 1.00 1.00 0.47 1,849.2 2,484.0 0.16 288.01.00 44.9 1.00 <br />1.00 +D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.051 0.090 1.60 1.500 1.15 1.00 1.00 0.03 127.0 2,484.0 0.09 288.01.00 26.0 1.00 <br />1.00 Length = 9.50 ft 2 0.389 0.090 1.60 1.500 1.15 1.00 1.00 0.25 966.5 2,484.0 0.09 288.01.00 26.0 1.00 <br />1.00 +D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.051 0.090 1.60 1.500 1.15 1.00 1.00 0.03 127.0 2,484.0 0.09 288.01.00 26.0 1.00 <br />1.00 Length = 9.50 ft 2 0.389 0.090 1.60 1.500 1.15 1.00 1.00 0.25 966.5 2,484.0 0.09 288.01.00 26.0 1.00 <br />1.00 +0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.031 0.054 1.60 1.500 1.15 1.00 1.00 0.02 76.2 2,484.0 0.05 288.01.00 15.6 1.00 <br />1.00 Length = 9.50 ft 2 0.233 0.054 1.60 1.500 1.15 1.00 1.00 0.15 579.9 2,484.0 0.05 288.01.00 15.6 1.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 1.0391 0.000 0.0000 0.000 <br />W Only20.0000 0.000 -1.7420 4.883 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.355 0.163 <br />Max Upward from Load Combinations 0.355 0.163 <br />Max Upward from Load Cases 0.228 0.127 <br />Max Downward from all Load Conditio -0.489 -0.581 <br />Max Downward from Load Combinations -0.217 -0.273 <br />Max Downward from Load Cases (Resis -0.489 -0.581 <br />+D+H 0.128 0.127 <br />+D+L+H 0.128 0.127 <br />+D+Lr+H 0.355 0.163 <br />901 N Westwood <br />Ave - <br />101111905-201773 <br />06 <br />03/29/23
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