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1132 & 1134 S Arapaho Dr - Plan (2)
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1132 & 1134 S Arapaho Dr - Plan (2)
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Last modified
1/14/2026 5:00:12 AM
Creation date
1/14/2026 5:00:05 AM
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Plan
Permit Number
101122778
Full Address
1134 S Arapaho Dr
Street Number
1134
Street Direction
S
Street Name
Arapaho
Street Suffix
Dr
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Wood Beam <br />LIC# : KW-06019339, Build:20.25.11.18 SPS Engineering (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:RR1 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks Ca, 91403 <br />818 747 7269 <br />Project File: ARAPAHO DR 1132.ec6 <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.419 0.122 1.60 1.100 1.151.00 1.00 1.29 721.6 1,720.4 0.33 288.01.00 35.21.00 <br />1.00Length = 1.0 ft 2 0.008 0.004 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 1.21.00 <br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb Run (*L)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.155 0.054 1.60 1.100 1.151.00 1.00 0.47 266.1 1,720.4 0.14 288.01.00 15.61.00 <br />1.00Length = 1.0 ft 2 0.008 0.004 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 1.21.00 <br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb Run (L*)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.421 0.122 1.60 1.100 1.151.00 1.00 1.29 724.4 1,720.4 0.32 288.01.00 35.11.00 <br />1.00Length = 1.0 ft 2 0.004 0.002 1.60 1.100 1.151.00 1.00 0.01 7.6 1,720.4 0.01 288.01.00 0.71.00 <br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb Run (LL)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.419 0.122 1.60 1.100 1.151.00 1.00 1.29 721.6 1,720.4 0.33 288.01.00 35.21.00 <br />1.00Length = 1.0 ft 2 0.008 0.004 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 1.21.00 <br />1.00+0.60D+0.60W+0.60H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.094 0.032 1.60 1.100 1.151.00 1.00 0.29 161.3 1,720.4 0.09 288.01.00 9.31.00 <br />1.00Length = 1.0 ft 2 0.003 0.001 1.60 1.100 1.151.00 1.00 0.01 4.5 1,720.4 0.00 288.01.00 0.41.00 <br />1.00+D+0.70E+0.60H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.156 0.054 1.60 1.100 1.151.00 1.00 0.48 268.9 1,720.4 0.14 288.01.00 15.51.00 <br />1.00Length = 1.0 ft 2 0.004 0.002 1.60 1.100 1.151.00 1.00 0.01 7.6 1,720.4 0.01 288.01.00 0.71.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb Run (*L)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.155 0.054 1.60 1.100 1.151.00 1.00 0.47 266.1 1,720.4 0.14 288.01.00 15.61.00 <br />1.00Length = 1.0 ft 2 0.008 0.004 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 1.21.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb Run (L*)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.421 0.122 1.60 1.100 1.151.00 1.00 1.29 724.4 1,720.4 0.32 288.01.00 35.11.00 <br />1.00Length = 1.0 ft 2 0.004 0.002 1.60 1.100 1.151.00 1.00 0.01 7.6 1,720.4 0.01 288.01.00 0.71.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb Run (LL)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.419 0.122 1.60 1.100 1.151.00 1.00 1.29 721.6 1,720.4 0.33 288.01.00 35.21.00 <br />1.00Length = 1.0 ft 2 0.008 0.004 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 1.21.00 <br />1.00+0.60D+0.70E+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.094 0.032 1.60 1.100 1.151.00 1.00 0.29 161.3 1,720.4 0.09 288.01.00 9.31.00 <br />1.00Length = 1.0 ft 2 0.003 0.001 1.60 1.100 1.151.00 1.00 0.01 4.5 1,720.4 0.00 288.01.00 0.41.00 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+L+H, LL Comb Run (L*)1 0.3180 6.034 0.0000 0.000 <br />+D+L+H, LL Comb Run (L*)2 0.0000 6.034 -0.0820 1.000 <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 0.423 0.480 <br />Max Upward from Load Combinations 0.423 0.480 <br />Max Upward from Load Cases 0.262 0.290 <br />Max Downward from all Load Conditions (Resisting Uplift)-0.001 <br />Max Downward from Load Cases (Resisting Uplift)-0.001 <br />+D+H 0.161 0.190 <br />+D+L+H, LL Comb Run (*L)0.160 0.218 <br />+D+L+H, LL Comb Run (L*)0.423 0.452 <br />+D+L+H, LL Comb Run (LL)0.422 0.480 <br />+D+Lr+H, LL Comb Run (*L)0.161 0.190 <br />+D+Lr+H, LL Comb Run (L*)0.161 0.190 <br />+D+Lr+H, LL Comb Run (LL)0.161 0.190 <br />+D+S+H 0.161 0.190
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