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500 W Tribella Ct - 20178112 - Plan
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500 W Tribella Ct - 20178112 - Plan
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Last modified
7/31/2025 10:05:26 AM
Creation date
6/1/2025 12:08:38 PM
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Plan
Permit Number
20178112
Full Address
500 W Tribella Crt
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.3.31 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_Copy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 17 SEP 2022, 7:01PM <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 0.178 0.137 1.25 1.500 1.15 1.00 1.00 0.09 344.82 1940.63 0.11 225.001.00 30.92 <br />1.00Length = 10.0 ft 2 0.464 0.137 1.25 1.500 1.15 1.00 1.00 0.23 899.86 1940.63 0.11 225.001.00 30.92 <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 0.104 0.144 1.15 1.500 1.15 1.00 1.00 0.05 184.95 1785.38 0.10 207.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.553 0.144 1.15 1.500 1.15 1.00 1.00 0.25 987.00 1785.38 0.10 207.001.00 29.75 <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 0.157 0.136 1.25 1.500 1.15 1.00 1.00 0.08 304.85 1940.63 0.11 225.001.00 30.63 <br />1.00Length = 10.0 ft 2 0.475 0.136 1.25 1.500 1.15 1.00 1.00 0.24 921.26 1940.63 0.11 225.001.00 30.63 <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 0.104 0.144 1.15 1.500 1.15 1.00 1.00 0.05 184.95 1785.38 0.10 207.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.553 0.144 1.15 1.500 1.15 1.00 1.00 0.25 987.00 1785.38 0.10 207.001.00 29.75 <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 0.243 0.325 1.60 1.500 1.15 1.00 1.00 0.15 603.87 2484.00 0.33 288.001.00 93.68 <br />1.00Length = 10.0 ft 2 0.735 0.325 1.60 1.500 1.15 1.00 1.00 0.47 1,825.58 2484.00 0.19 288.001.00 93.68 <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 0.115 0.210 1.60 1.500 1.15 1.00 1.00 0.07 286.76 2484.00 0.21 288.001.00 60.62 <br />1.00Length = 10.0 ft 2 0.483 0.210 1.60 1.500 1.15 1.00 1.00 0.31 1,199.92 2484.00 0.13 288.001.00 60.62 <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 0.164 0.228 1.60 1.500 1.15 1.00 1.00 0.10 406.66 2484.00 0.23 288.001.00 65.76 <br />1.00Length = 10.0 ft 2 0.453 0.228 1.60 1.500 1.15 1.00 1.00 0.29 1,125.57 2484.00 0.13 288.001.00 65.76 <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 0.273 0.350 1.60 1.500 1.15 1.00 1.00 0.17 677.85 2484.00 0.35 288.001.00 100.89 <br />1.00Length = 10.0 ft 2 0.892 0.350 1.60 1.500 1.15 1.00 1.00 0.57 2,215.37 2484.00 0.21 288.001.00 100.89 <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 0.074 0.103 1.60 1.500 1.15 1.00 1.00 0.05 184.95 2484.00 0.10 288.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.397 0.103 1.60 1.500 1.15 1.00 1.00 0.25 987.00 2484.00 0.10 288.001.00 29.75 <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 0.074 0.103 1.60 1.500 1.15 1.00 1.00 0.05 184.95 2484.00 0.10 288.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.397 0.103 1.60 1.500 1.15 1.00 1.00 0.25 987.00 2484.00 0.10 288.001.00 29.75 <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 0.045 0.062 1.60 1.500 1.15 1.00 1.00 0.03 110.97 2484.00 0.06 288.001.00 17.85 <br />1.00Length = 10.0 ft 2 0.238 0.062 1.60 1.500 1.15 1.00 1.00 0.15 592.20 2484.00 0.06 288.001.00 17.85 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 1.0301 0.000 0.0000 0.000 <br />W Only20.0000 0.000 -1.8949 4.749 <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 -1.053 -0.192 <br />Overall MINimum 0.028 -0.004 <br />+D+H 0.178 0.090 <br />+D+L+H 0.178 0.090 <br />+D+Lr+H 0.206 0.086 <br />+D+S+H 0.178 0.090 <br />+D+0.750Lr+0.750L+H 0.199 0.087 <br />+D+0.750L+0.750S+H 0.178 0.090 <br />+D+0.60W+H -0.454 -0.025 <br />+D+0.750Lr+0.750L+0.450W+H -0.275 0.001 <br />+D+0.750L+0.750S+0.450W+H -0.296 0.004 <br />+0.60D+0.60W+0.60H -0.525 -0.061 <br />+D+0.70E+0.60H 0.178 0.090 <br />+D+0.750L+0.750S+0.5250E+H 0.178 0.090 <br />+0.60D+0.70E+H 0.107 0.054 <br />D Only 0.178 0.090 <br />Lr Only 0.028 -0.004 <br />W Only -1.053 -0.192 <br />H Only <br />500 W Tribella Ct - <br />2017811201/31/23
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