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1144 S Clara St & 1142 S Clara St & #2 - Plan
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1144 S Clara St & 1142 S Clara St & #2 - Plan
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Last modified
2/13/2026 5:03:11 AM
Creation date
2/13/2026 5:01:19 AM
Metadata
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Template:
Plan
Permit Number
101119966
Full Address
1142 S Clara St Unit# 2
Street Number
1142
Street Direction
S
Street Name
Clara
Street Suffix
St
Unit Number
2
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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:FB-4 (OMEGA = 2.5) CANT. BEAM <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 24-101 1142 S CLARA ST ADU BEAMS.ec6 <br />Project Title:Sanchez Residence <br />Engineer:VDR <br />Project ID:24-101 <br />Project Descr:New ADU Unit <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCCCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 2.0 ft 2 0.097 0.114 1.60 1.000 1.00 1.00 1.00 2.76 449.06 4640.00 1.39 464.001.00 52.81 <br />1.00+1.146D+1.750E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.578 0.679 1.60 1.000 1.00 1.00 1.00 16.51 2,683.65 4640.00 8.26 464.001.00 314.85 <br />1.00Length = 2.0 ft 2 0.578 0.679 1.60 1.000 1.00 1.00 1.00 16.51 2,683.65 4640.00 8.26 464.001.00 314.85 <br />1.00+1.146D-1.750E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.209 0.234 1.60 1.000 1.00 1.00 1.00 5.96 968.62 4640.00 2.85 464.001.00 108.61 <br />1.00Length = 2.0 ft 2 0.209 0.255 1.60 1.000 1.00 1.00 1.00 5.96 968.62 4640.00 3.11 464.001.00 118.36 <br />1.00+1.109D+0.750L+0.750S+1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.533 0.625 1.60 1.000 1.00 1.00 1.00 15.20 2,471.28 4640.00 7.61 464.001.00 290.06 <br />1.00Length = 2.0 ft 2 0.533 0.625 1.60 1.000 1.00 1.00 1.00 15.20 2,471.28 4640.00 7.61 464.001.00 290.06 <br />1.00+1.109D+0.750L+0.750S+1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.474 0.556 1.60 1.000 1.00 1.00 1.00 13.53 2,199.84 4640.00 6.78 464.001.00 258.14 <br />1.00Length = 2.0 ft 2 0.474 0.556 1.60 1.000 1.00 1.00 1.00 13.53 2,199.84 4640.00 6.78 464.001.00 258.14 <br />1.00+1.109D+0.750L+0.750S+1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.533 0.625 1.60 1.000 1.00 1.00 1.00 15.20 2,471.28 4640.00 7.61 464.001.00 290.06 <br />1.00Length = 2.0 ft 2 0.533 0.625 1.60 1.000 1.00 1.00 1.00 15.20 2,471.28 4640.00 7.61 464.001.00 290.06 <br />1.00+1.109D+0.750L+0.750S-1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.076 0.054 1.60 1.000 1.00 1.00 1.00 2.16 350.92 4640.00 0.66 464.001.00 25.13 <br />1.00Length = 2.0 ft 2 0.058 0.081 1.60 1.000 1.00 1.00 1.00 1.65 267.92 4640.00 0.99 464.001.00 37.60 <br />1.00+1.109D+0.750L+0.750S-1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.129 0.126 1.60 1.000 1.00 1.00 1.00 3.67 596.71 4640.00 1.53 464.001.00 58.46 <br />1.00Length = 2.0 ft 2 0.116 0.146 1.60 1.000 1.00 1.00 1.00 3.32 539.36 4640.00 1.78 464.001.00 67.90 <br />1.00+1.109D+0.750L+0.750S-1.313E+H, LL 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.088 0.062 1.60 1.000 1.00 1.00 1.00 2.51 407.50 4640.00 0.76 464.001.00 28.78 <br />1.00Length = 2.0 ft 2 0.058 0.081 1.60 1.000 1.00 1.00 1.00 1.65 267.92 4640.00 0.99 464.001.00 37.60 <br />1.00+0.4543D+1.750E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.467 0.547 1.60 1.000 1.00 1.00 1.00 13.33 2,166.12 4640.00 6.67 464.001.00 253.98 <br />1.00Length = 2.0 ft 2 0.467 0.547 1.60 1.000 1.00 1.00 1.00 13.33 2,166.12 4640.00 6.67 464.001.00 253.98 <br />1.00+0.4543D-1.750E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.750 ft 1 0.320 0.371 1.60 1.000 1.00 1.00 1.00 9.14 1,486.15 4640.00 4.52 464.001.00 172.21 <br />1.00Length = 2.0 ft 2 0.320 0.379 1.60 1.000 1.00 1.00 1.00 9.14 1,486.15 4640.00 4.62 464.001.00 176.08 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750L+0.750S+0.5250E+H, LL C10.0000 0.000 -0.0745 5.230 <br />+D+0.750L+0.750S+0.5250E+H, LL C 2 0.1186 2.000 0.0000 5.230 <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 -0.734 6.744 <br />Overall MINimum -0.021 3.944 <br />+D+H -0.035 3.432 <br />+D+L+H, LL Comb Run (*L)-0.289 4.853 <br />+D+L+H, LL Comb Run (L*)0.198 3.666 <br />+D+L+H, LL Comb Run (LL)-0.056 5.087 <br />+D+Lr+H, LL Comb Run (*L)-0.035 3.432 <br />+D+Lr+H, LL Comb Run (L*)-0.035 3.432 <br />+D+Lr+H, LL Comb Run (LL)-0.035 3.432 <br />+D+S+H -0.035 3.432 <br />+D+0.750Lr+0.750L+H, LL Comb Run (*-0.226 4.498 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 0.140 3.607 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L -0.051 4.673 <br />+D+0.750L+0.750S+H, LL Comb Run (*L -0.226 4.498 <br />+D+0.750L+0.750S+H, LL Comb Run (L*0.140 3.607 <br />+D+0.750L+0.750S+H, LL Comb Run (LL -0.051 4.673 <br />+D+0.60W+H -0.035 3.432 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb -0.226 4.498 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.140 3.607 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb -0.051 4.673 <br />+D+0.750L+0.750S+0.450W+H, LL Comb -0.226 4.498
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