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1430 N Baker St - Plan
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Last modified
6/1/2025 11:58:24 AM
Creation date
6/1/2025 11:58:15 AM
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Plan
Permit Number
20179833
101115373
Full Address
1430 N Baker St
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101115373 - Permit
(Permit - Plan)
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\Building\Permits\B\Baker St\1430 N Baker St
20179833- Permit
(Permit - Plan)
Path:
\Building\Permits\B\Baker St\1430 N Baker St
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Wood Beam <br />LIC# : KW-06014559, Build:20.23.2.14 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x12 Rafters @ 16" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x12 Joist @ 16O.C.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 27 APR 2023, 4:51PM <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 = 17.0 ft 1 0.234 0.065 1.00 1.000 1.15 1.00 1.00 0.64 242.3 1,035.0 0.13 180.01.00 11.7 1.00 <br />1.00 Length = 2.0 ft 2 0.008 0.065 1.00 1.000 1.15 1.00 1.00 0.02 8.2 1,035.0 0.01 180.01.00 11.7 1.00 <br />1.00 +D+Lr+H 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.218 0.084 1.25 1.000 1.15 1.00 1.00 0.75 282.6 1,293.8 0.21 225.01.00 18.9 1.00 <br />1.00 Length = 2.0 ft 2 0.022 0.084 1.25 1.000 1.15 1.00 1.00 0.07 28.3 1,293.8 0.04 225.01.00 18.9 1.00 <br />1.00 +D+S+H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.204 0.057 1.15 1.000 1.15 1.00 1.00 0.64 242.3 1,190.3 0.13 207.01.00 11.7 1.00 <br />1.00 Length = 2.0 ft 2 0.007 0.057 1.15 1.000 1.15 1.00 1.00 0.02 8.2 1,190.3 0.01 207.01.00 11.7 1.00 <br />1.00 +D+0.750Lr+0.750L+H 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.210 0.076 1.25 1.000 1.15 1.00 1.00 0.72 272.3 1,293.8 0.19 225.01.00 17.1 1.00 <br />1.00 Length = 2.0 ft 2 0.018 0.076 1.25 1.000 1.15 1.00 1.00 0.06 23.3 1,293.8 0.03 225.01.00 17.1 1.00 <br />1.00 +D+0.750L+0.750S+H 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.204 0.057 1.15 1.000 1.15 1.00 1.00 0.64 242.3 1,190.3 0.13 207.01.00 11.7 1.00 <br />1.00 Length = 2.0 ft 2 0.007 0.057 1.15 1.000 1.15 1.00 1.00 0.02 8.2 1,190.3 0.01 207.01.00 11.7 1.00 <br />1.00 +D+0.60W+H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.348 0.100 1.60 1.000 1.15 1.00 1.00 1.52 575.9 1,656.0 0.32 288.01.00 28.9 1.00 <br />1.00 Length = 2.0 ft 2 0.011 0.100 1.60 1.000 1.15 1.00 1.00 0.05 17.9 1,656.0 0.03 288.01.00 28.9 1.00 <br />1.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.315 0.104 1.60 1.000 1.15 1.00 1.00 1.38 521.8 1,656.0 0.34 288.01.00 29.9 1.00 <br />1.00 Length = 2.0 ft 2 0.018 0.104 1.60 1.000 1.15 1.00 1.00 0.08 30.6 1,656.0 0.04 288.01.00 29.9 1.00 <br />1.00 +D+0.750L+0.750S+0.450W+H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.297 0.085 1.60 1.000 1.15 1.00 1.00 1.30 492.5 1,656.0 0.28 288.01.00 24.6 1.00 <br />1.00 Length = 2.0 ft 2 0.009 0.085 1.60 1.000 1.15 1.00 1.00 0.04 15.4 1,656.0 0.02 288.01.00 24.6 1.00 <br />1.00 +0.60D+0.60W+0.60H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.289 0.084 1.60 1.000 1.15 1.00 1.00 1.26 479.1 1,656.0 0.27 288.01.00 24.2 1.00 <br />1.00 Length = 2.0 ft 2 0.009 0.084 1.60 1.000 1.15 1.00 1.00 0.04 14.6 1,656.0 0.02 288.01.00 24.2 1.00 <br />1.00 +D+0.70E+0.60H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.146 0.041 1.60 1.000 1.15 1.00 1.00 0.64 242.3 1,656.0 0.13 288.01.00 11.7 1.00 <br />1.00 Length = 2.0 ft 2 0.005 0.041 1.60 1.000 1.15 1.00 1.00 0.02 8.2 1,656.0 0.01 288.01.00 11.7 1.00 <br />1.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.146 0.041 1.60 1.000 1.15 1.00 1.00 0.64 242.3 1,656.0 0.13 288.01.00 11.7 1.00 <br />1.00 Length = 2.0 ft 2 0.005 0.041 1.60 1.000 1.15 1.00 1.00 0.02 8.2 1,656.0 0.01 288.01.00 11.7 1.00 <br />1.00 +0.60D+0.70E+H 1.000 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 17.0 ft 1 0.088 0.024 1.60 1.000 1.15 1.00 1.00 0.38 145.4 1,656.0 0.08 288.01.00 7.0 1.00 <br />1.00 Length = 2.0 ft 2 0.003 0.024 1.60 1.000 1.15 1.00 1.00 0.01 4.9 1,656.0 0.01 288.01.00 7.0 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+H 1 0.2843 8.547 0.0000 0.000 <br />+D+0.60W+H20.0000 8.547 -0.1053 2.000 <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 0.296 0.452 <br />Max Upward from Load Combinations 0.296 0.452 <br />Max Upward from Load Cases 0.270 0.382 <br />+D+H 0.134 0.163 <br />+D+L+H 0.134 0.163 <br />+D+Lr+H 0.183 0.319 <br />+D+S+H 0.134 0.163 <br />+D+0.750Lr+0.750L+H 0.170 0.280 <br />1430 N Baker St <br />06/12/23
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