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601 S Diamond St - Plan
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601 S Diamond St - Plan
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Last modified
5/30/2025 1:44:46 PM
Creation date
5/30/2025 8:01:03 AM
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Plan
Permit Number
20177641
101112366
Full Address
601 S Diamond St
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101112366 - Permit
(Permit - Plan)
Path:
\Building\Permits\D\Diamond St\601 S Diamond St
20177641 - Permit
(Permit - Plan)
Path:
\Building\Permits\D\Diamond St\601 S Diamond St
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.4.16 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: 29 SEP 2022, 5:25PM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C L C C CCF/V m r td <br />Shear ValuesMax Stress Ratios <br />M CV fb M fv F'b V F'vSegment Length <br />1.00Length = 2.0 ft 1 0.227 0.194 1.25 1.500 1.15 1.00 1.00 0.11 440.42 1940.63 0.15 225.001.00 43.59 <br />1.00Length = 9.50 ft 2 0.495 0.194 1.25 1.500 1.15 1.00 1.00 0.24 959.88 1940.63 0.15 225.001.00 43.59 <br />1.00+D+S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.071 0.161 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.12 207.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.593 0.161 1.15 1.500 1.15 1.00 1.00 0.27 1,058.24 1785.38 0.12 207.001.00 33.39 <br />1.00+D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.187 0.182 1.25 1.500 1.15 1.00 1.00 0.09 362.06 1940.63 0.14 225.001.00 41.04 <br />1.00Length = 9.50 ft 2 0.507 0.182 1.25 1.500 1.15 1.00 1.00 0.25 984.18 1940.63 0.14 225.001.00 41.04 <br />1.00+D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.071 0.161 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.12 207.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.593 0.161 1.15 1.500 1.15 1.00 1.00 0.27 1,058.24 1785.38 0.12 207.001.00 33.39 <br />1.00+D+0.60W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.081 0.206 1.60 1.500 1.15 1.00 1.00 0.05 202.19 2484.00 0.21 288.001.00 59.20 <br />1.00Length = 9.50 ft 2 0.707 0.206 1.60 1.500 1.15 1.00 1.00 0.45 1,755.15 2484.00 0.21 288.001.00 59.20 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.046 0.095 1.60 1.500 1.15 1.00 1.00 0.03 115.20 2484.00 0.10 288.001.00 27.28 <br />1.00Length = 9.50 ft 2 0.453 0.125 1.60 1.500 1.15 1.00 1.00 0.29 1,124.99 2484.00 0.13 288.001.00 35.95 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.048 0.125 1.60 1.500 1.15 1.00 1.00 0.03 119.90 2484.00 0.13 288.001.00 36.05 <br />1.00Length = 9.50 ft 2 0.424 0.130 1.60 1.500 1.15 1.00 1.00 0.27 1,052.10 2484.00 0.13 288.001.00 37.30 <br />1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.102 0.252 1.60 1.500 1.15 1.00 1.00 0.06 252.97 2484.00 0.25 288.001.00 72.55 <br />1.00Length = 9.50 ft 2 0.877 0.252 1.60 1.500 1.15 1.00 1.00 0.56 2,177.98 2484.00 0.25 288.001.00 72.55 <br />1.00+D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.051 0.116 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.12 288.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.426 0.116 1.60 1.500 1.15 1.00 1.00 0.27 1,058.24 2484.00 0.12 288.001.00 33.39 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.051 0.116 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.12 288.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.426 0.116 1.60 1.500 1.15 1.00 1.00 0.27 1,058.24 2484.00 0.12 288.001.00 33.39 <br />1.00+0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.031 0.070 1.60 1.500 1.15 1.00 1.00 0.02 76.17 2484.00 0.07 288.001.00 20.03 <br />1.00Length = 9.50 ft 2 0.256 0.070 1.60 1.500 1.15 1.00 1.00 0.16 634.94 2484.00 0.07 288.001.00 20.03 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 1.3744 0.000 0.0000 0.000 <br />W Only20.0000 0.000 -2.1184 4.777 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum -0.699 -0.307 <br />Overall MINimum 0.126 -0.006 <br />+D+H 0.154 0.101 <br />+D+L+H 0.154 0.101 <br />+D+Lr+H 0.280 0.094 <br />+D+S+H 0.154 0.101 <br />+D+0.750Lr+0.750L+H 0.248 0.096 <br />+D+0.750L+0.750S+H 0.154 0.101 <br />+D+0.60W+H -0.266 -0.084 <br />+D+0.750Lr+0.750L+0.450W+H -0.066 -0.042 <br />+D+0.750L+0.750S+0.450W+H -0.161 -0.038 <br />+0.60D+0.60W+0.60H -0.327 -0.124 <br />+D+0.70E+0.60H 0.154 0.101 <br />+D+0.750L+0.750S+0.5250E+H 0.154 0.101 <br />+0.60D+0.70E+H 0.092 0.060 <br />D Only 0.154 0.101 <br />Lr Only 0.126 -0.006 <br />W Only -0.699 -0.307 <br />H Only <br />601 S Diamond St <br />01/10/23
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