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2714 W Carlton Pl - Plan
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2714 W Carlton Pl - Plan
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Last modified
6/1/2025 12:04:48 PM
Creation date
6/1/2025 12:04:38 PM
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Plan
Permit Number
20179204
101114494
Full Address
2714 W Carlton Pl
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101114494 - Permit
(Permit - Plan)
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\Building\Permits\C\Carlton Pl\2714 W Carlton Pl
20179204 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Carlton Pl\2714 W Carlton Pl
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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: 2x6 Rafters @ 24" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x6 Joist @ 24 O.C_ Copy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 17 FEB 2023, 12:39PM <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 = 12.50 ft 2 0.703 0.137 1.00 1.300 1.15 1.00 1.00 0.46 727.3 1,035.0 0.14 180.01.00 24.7 1.00 <br />1.00 +D+Lr+H 1.300 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 0.138 0.179 1.25 1.300 1.15 1.00 1.00 0.11 178.4 1,293.8 0.22 225.01.00 40.4 1.00 <br />1.00 Length = 12.50 ft 2 0.601 0.179 1.25 1.300 1.15 1.00 1.00 0.49 777.0 1,293.8 0.22 225.01.00 40.4 1.00 <br />1.00 +D+S+H 1.300 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 0.043 0.119 1.15 1.300 1.15 1.00 1.00 0.03 51.4 1,190.3 0.14 207.01.00 24.7 1.00 <br />1.00 Length = 12.50 ft 2 0.611 0.119 1.15 1.300 1.15 1.00 1.00 0.46 727.3 1,190.3 0.14 207.01.00 24.7 1.00 <br />1.00 +D+0.750Lr+0.750L+H 1.300 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 0.113 0.162 1.25 1.300 1.15 1.00 1.00 0.09 146.6 1,293.8 0.20 225.01.00 36.4 1.00 <br />1.00 Length = 12.50 ft 2 0.591 0.162 1.25 1.300 1.15 1.00 1.00 0.48 764.3 1,293.8 0.20 225.01.00 36.4 1.00 <br />1.00 +D+0.750L+0.750S+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.043 0.119 1.15 1.300 1.15 1.00 1.00 0.03 51.4 1,190.3 0.14 207.01.00 24.7 1.00 <br />1.00 Length = 12.50 ft 2 0.611 0.119 1.15 1.300 1.15 1.00 1.00 0.46 727.3 1,190.3 0.14 207.01.00 24.7 1.00 <br />1.00 +D+0.60W+H 1.300 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 0.068 0.190 1.60 1.300 1.15 1.00 1.00 0.07 112.3 1,656.0 0.30 288.01.00 54.8 1.00 <br />1.00 Length = 12.50 ft 2 0.942 0.190 1.60 1.300 1.15 1.00 1.00 0.98 1,559.3 1,656.0 0.30 288.01.00 54.8 1.00 <br />1.00 +D+0.750Lr+0.750L+0.450W+H 1.300 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 0.116 0.205 1.60 1.300 1.15 1.00 1.00 0.12 192.3 1,656.0 0.32 288.01.00 59.0 1.00 <br />1.00 Length = 12.50 ft 2 0.837 0.205 1.60 1.300 1.15 1.00 1.00 0.87 1,385.6 1,656.0 0.32 288.01.00 59.0 1.00 <br />1.00 +D+0.750L+0.750S+0.450W+H 1.300 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 0.059 0.164 1.60 1.300 1.15 1.00 1.00 0.06 97.1 1,656.0 0.26 288.01.00 47.3 1.00 <br />1.00 Length = 12.50 ft 2 0.816 0.164 1.60 1.300 1.15 1.00 1.00 0.85 1,351.1 1,656.0 0.26 288.01.00 47.3 1.00 <br />1.00 +0.60D+0.60W+0.60H 1.300 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 0.055 0.156 1.60 1.300 1.15 1.00 1.00 0.06 91.8 1,656.0 0.25 288.01.00 44.9 1.00 <br />1.00 Length = 12.50 ft 2 0.766 0.156 1.60 1.300 1.15 1.00 1.00 0.80 1,268.8 1,656.0 0.25 288.01.00 44.9 1.00 <br />1.00 +D+0.70E+0.60H 1.300 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 0.086 1.60 1.300 1.15 1.00 1.00 0.03 51.4 1,656.0 0.14 288.01.00 24.7 1.00 <br />1.00 Length = 12.50 ft 2 0.439 0.086 1.60 1.300 1.15 1.00 1.00 0.46 727.3 1,656.0 0.14 288.01.00 24.7 1.00 <br />1.00 +D+0.750L+0.750S+0.5250E+H 1.300 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 0.086 1.60 1.300 1.15 1.00 1.00 0.03 51.4 1,656.0 0.14 288.01.00 24.7 1.00 <br />1.00 Length = 12.50 ft 2 0.439 0.086 1.60 1.300 1.15 1.00 1.00 0.46 727.3 1,656.0 0.14 288.01.00 24.7 1.00 <br />1.00 +0.60D+0.70E+H 1.300 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 0.019 0.051 1.60 1.300 1.15 1.00 1.00 0.02 30.8 1,656.0 0.08 288.01.00 14.8 1.00 <br />1.00 Length = 12.50 ft 2 0.264 0.051 1.60 1.300 1.15 1.00 1.00 0.28 436.4 1,656.0 0.08 288.01.00 14.8 1.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W+H10.0000 0.000 -0.4005 0.000 <br />+D+0.60W+H 2 0.8046 6.215 0.0000 0.000 <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 0.471 0.223 <br />Max Upward from Load Combinations 0.471 0.223 <br />Max Upward from Load Cases 0.353 0.159 <br />+D+H 0.175 0.128 <br />+D+L+H 0.175 0.128 <br />+D+Lr+H 0.358 0.133 <br />+D+S+H 0.175 0.128 <br />+D+0.750Lr+0.750L+H 0.312 0.132 <br />+D+0.750L+0.750S+H 0.175 0.128 <br />2714 W Carlton Pl <br />04/04/23
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