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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-3 (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 0.154 0.183 1.60 1.000 1.00 1.00 1.00 4.39 712.84 4640.00 2.23 464.001.00 84.77 <br />1.00+0.60D+0.60W+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 0.067 0.080 1.60 1.000 1.00 1.00 1.00 1.91 310.92 4640.00 0.97 464.001.00 36.91 <br />1.00Length = 2.0 ft 2 0.067 0.080 1.60 1.000 1.00 1.00 1.00 1.91 310.92 4640.00 0.97 464.001.00 36.91 <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 0.423 0.498 1.60 1.000 1.00 1.00 1.00 12.09 1,964.74 4640.00 6.07 464.001.00 231.14 <br />1.00Length = 2.0 ft 2 0.423 0.498 1.60 1.000 1.00 1.00 1.00 12.09 1,964.74 4640.00 6.07 464.001.00 231.14 <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 0.348 0.270 1.60 1.000 1.00 1.00 1.00 9.94 1,615.52 4640.00 3.29 464.001.00 125.15 <br />1.00Length = 2.0 ft 2 0.168 0.270 1.60 1.000 1.00 1.00 1.00 4.78 777.30 4640.00 2.71 464.001.00 125.15 <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 0.387 0.457 1.60 1.000 1.00 1.00 1.00 11.06 1,797.75 4640.00 5.56 464.001.00 212.00 <br />1.00Length = 2.0 ft 2 0.387 0.457 1.60 1.000 1.00 1.00 1.00 11.06 1,797.75 4640.00 5.56 464.001.00 212.00 <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 0.345 0.407 1.60 1.000 1.00 1.00 1.00 9.86 1,603.11 4640.00 4.95 464.001.00 188.74 <br />1.00Length = 2.0 ft 2 0.345 0.407 1.60 1.000 1.00 1.00 1.00 9.86 1,603.11 4640.00 4.95 464.001.00 188.74 <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 0.387 0.457 1.60 1.000 1.00 1.00 1.00 11.06 1,797.75 4640.00 5.56 464.001.00 212.00 <br />1.00Length = 2.0 ft 2 0.387 0.457 1.60 1.000 1.00 1.00 1.00 11.06 1,797.75 4640.00 5.56 464.001.00 212.00 <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 0.257 0.204 1.60 1.000 1.00 1.00 1.00 7.34 1,193.78 4640.00 2.48 464.001.00 94.50 <br />1.00Length = 2.0 ft 2 0.056 0.204 1.60 1.000 1.00 1.00 1.00 1.59 258.79 4640.00 1.27 464.001.00 94.50 <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 0.325 0.261 1.60 1.000 1.00 1.00 1.00 9.28 1,508.04 4640.00 3.18 464.001.00 121.21 <br />1.00Length = 2.0 ft 2 0.098 0.261 1.60 1.000 1.00 1.00 1.00 2.79 453.43 4640.00 1.71 464.001.00 121.21 <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 0.309 0.250 1.60 1.000 1.00 1.00 1.00 8.81 1,432.39 4640.00 3.04 464.001.00 116.00 <br />1.00Length = 2.0 ft 2 0.056 0.250 1.60 1.000 1.00 1.00 1.00 1.59 258.79 4640.00 1.27 464.001.00 116.00 <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 0.346 0.406 1.60 1.000 1.00 1.00 1.00 9.88 1,606.42 4640.00 4.95 464.001.00 188.61 <br />1.00Length = 2.0 ft 2 0.346 0.406 1.60 1.000 1.00 1.00 1.00 9.88 1,606.42 4640.00 4.95 464.001.00 188.61 <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 0.315 0.276 1.60 1.000 1.00 1.00 1.00 9.00 1,463.39 4640.00 3.36 464.001.00 128.17 <br />1.00Length = 2.0 ft 2 0.245 0.297 1.60 1.000 1.00 1.00 1.00 6.99 1,135.63 4640.00 3.62 464.001.00 137.94 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />E Only10.0000 0.000 -0.0798 4.595 <br />E Only 2 0.0880 2.000 0.0000 4.595 <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 1.834 6.369 <br />Overall MINimum 0.773 2.415 <br />+D+H 0.878 3.485 <br />+D+L+H, LL Comb Run (*L)0.696 4.684 <br />+D+L+H, LL Comb Run (L*)1.834 4.440 <br />+D+L+H, LL Comb Run (LL)1.651 5.640 <br />+D+Lr+H, LL Comb Run (*L)0.878 3.485 <br />+D+Lr+H, LL Comb Run (L*)0.878 3.485 <br />+D+Lr+H, LL Comb Run (LL)0.878 3.485 <br />+D+S+H 0.878 3.485 <br />+D+0.750Lr+0.750L+H, LL Comb Run (*0.742 4.385 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 1.595 4.202 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 1.458 5.101 <br />+D+0.750L+0.750S+H, LL Comb Run (*L 0.742 4.385 <br />+D+0.750L+0.750S+H, LL Comb Run (L*1.595 4.202 <br />+D+0.750L+0.750S+H, LL Comb Run (LL 1.458 5.101 <br />+D+0.60W+H 0.878 3.485 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.742 4.385
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