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1022 S Hickory St - Plan
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1022 S Hickory St - Plan
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Last modified
11/12/2025 10:00:31 PM
Creation date
6/5/2025 7:35:34 AM
Metadata
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Template:
Plan
Permit Number
101120004
Full Address
1022 S Hickory St
Street Number
1022
Street Direction
S
Street Name
Hickory
Street Suffix
St
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Wood Beam <br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RBM1 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks CA, 91403 <br />818 747 7269 <br />Project File: HICKORY ST.ec6 <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCV rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 1.0 ft 2 0.003 0.104 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.31 424.01.00 44.21.00 <br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.328 0.182 1.60 1.000 1.001.00 1.00 14.93 1,364.8 4,160.0 2.70 424.01.00 77.11.00 <br />1.00Length = 1.0 ft 2 0.002 0.182 1.60 1.000 1.001.00 1.00 0.09 8.2 4,160.0 0.18 424.01.00 77.11.00 <br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.327 0.182 1.60 1.000 1.001.00 1.00 14.89 1,361.7 4,160.0 2.70 424.01.00 77.21.00 <br />1.00Length = 1.0 ft 2 0.003 0.182 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.32 424.01.00 77.21.00 <br />1.00+0.60D+0.60W+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.112 0.062 1.60 1.000 1.001.00 1.00 5.11 466.9 4,160.0 0.93 424.01.00 26.51.00 <br />1.00Length = 1.0 ft 2 0.001 0.062 1.60 1.000 1.001.00 1.00 0.05 4.9 4,160.0 0.11 424.01.00 26.51.00 <br />1.00+D+0.70E+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.187 0.104 1.60 1.000 1.001.00 1.00 8.51 778.1 4,160.0 1.54 424.01.00 44.11.00 <br />1.00Length = 1.0 ft 2 0.002 0.104 1.60 1.000 1.001.00 1.00 0.09 8.2 4,160.0 0.18 424.01.00 44.11.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.186 0.104 1.60 1.000 1.001.00 1.00 8.48 775.0 4,160.0 1.55 424.01.00 44.21.00 <br />1.00Length = 1.0 ft 2 0.003 0.104 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.31 424.01.00 44.21.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.328 0.182 1.60 1.000 1.001.00 1.00 14.93 1,364.8 4,160.0 2.70 424.01.00 77.11.00 <br />1.00Length = 1.0 ft 2 0.002 0.182 1.60 1.000 1.001.00 1.00 0.09 8.2 4,160.0 0.18 424.01.00 77.11.00 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.327 0.182 1.60 1.000 1.001.00 1.00 14.89 1,361.7 4,160.0 2.70 424.01.00 77.21.00 <br />1.00Length = 1.0 ft 2 0.003 0.182 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.32 424.01.00 77.21.00 <br />1.00+0.60D+0.70E+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.112 0.062 1.60 1.000 1.001.00 1.00 5.11 466.9 4,160.0 0.93 424.01.00 26.51.00 <br />1.00Length = 1.0 ft 2 0.001 0.062 1.60 1.000 1.001.00 1.00 0.05 4.9 4,160.0 0.11 424.01.00 26.51.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H, LL Comb Run (L*)1 0.5983 9.804 0.0000 0.000 <br />+D+L+H, LL Comb Run (L*)2 0.0000 9.804 -0.0971 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 3.505 3.879 <br />Max Upward from Load Combinations 3.505 3.879 <br />Max Upward from Load Cases 1.755 1.940 <br />Max Downward from all Load Conditio -0.005 <br />Max Downward from Load Cases (Resis -0.005 <br />+D+H 1.750 1.940 <br />+D+L+H, LL Comb Run (*L)1.746 2.124 <br />+D+L+H, LL Comb Run (L*)3.505 3.695 <br />+D+L+H, LL Comb Run (LL)3.501 3.879 <br />+D+Lr+H, LL Comb Run (*L)1.750 1.940 <br />+D+Lr+H, LL Comb Run (L*)1.750 1.940 <br />+D+Lr+H, LL Comb Run (LL)1.750 1.940 <br />+D+S+H 1.750 1.940 <br />+D+0.750Lr+0.750L+H, LL Comb Run (*1.747 2.078 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 3.067 3.256 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 3.063 3.394 <br />+D+0.750L+0.750S+H, LL Comb Run (*L 1.747 2.078 <br />+D+0.750L+0.750S+H, LL Comb Run (L*3.067 3.256 <br />+D+0.750L+0.750S+H, LL Comb Run (LL 3.063 3.394 <br />+D+0.60W+H 1.750 1.940 <br />1022 S Hickory St <br />1/9/2025
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