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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:20.24.07.08 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HDR1 <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 CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 6.0 ft 1 0.533 0.209 1.25 1.000 1.001.00 1.00 2.44 566.8 1,062.5 1.29 225.01.00 47.01.00 <br />1.00+D+0.750L+0.750S+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.0 ft 1 0.580 0.227 1.15 1.000 1.001.00 1.00 2.44 566.8 977.5 1.29 207.01.00 47.01.00 <br />1.00+D+0.60W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.0 ft 1 0.223 0.087 1.60 1.000 1.001.00 1.00 1.31 303.7 1,360.0 0.69 288.01.00 25.21.00 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.0 ft 1 0.417 0.163 1.60 1.000 1.001.00 1.00 2.44 566.8 1,360.0 1.29 288.01.00 47.01.00 <br />1.00+D+0.750L+0.750S+0.450W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.0 ft 1 0.417 0.163 1.60 1.000 1.001.00 1.00 2.44 566.8 1,360.0 1.29 288.01.00 47.01.00 <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 = 6.0 ft 1 0.134 0.052 1.60 1.000 1.001.00 1.00 0.78 182.2 1,360.0 0.42 288.01.00 15.11.00 <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 = 6.0 ft 1 0.223 0.087 1.60 1.000 1.001.00 1.00 1.31 303.7 1,360.0 0.69 288.01.00 25.21.00 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.0 ft 1 0.417 0.163 1.60 1.000 1.001.00 1.00 2.44 566.8 1,360.0 1.29 288.01.00 47.01.00 <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 = 6.0 ft 1 0.134 0.052 1.60 1.000 1.001.00 1.00 0.78 182.2 1,360.0 0.42 288.01.00 15.11.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0790 3.022 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 1.875 1.875 <br />Max Upward from Load Combinations 1.875 1.875 <br />Max Upward from Load Cases 1.005 1.005 <br />+D+H 0.870 0.870 <br />+D+L+H 1.875 1.875 <br />+D+Lr+H 0.870 0.870 <br />+D+S+H 0.870 0.870 <br />+D+0.750Lr+0.750L+H 1.624 1.624 <br />+D+0.750L+0.750S+H 1.624 1.624 <br />+D+0.60W+H 0.870 0.870 <br />+D+0.750Lr+0.750L+0.450W+H 1.624 1.624 <br />+D+0.750L+0.750S+0.450W+H 1.624 1.624 <br />+0.60D+0.60W+0.60H 0.522 0.522 <br />+D+0.70E+0.60H 0.870 0.870 <br />+D+0.750L+0.750S+0.5250E+H 1.624 1.624 <br />+0.60D+0.70E+H 0.522 0.522 <br />D Only 0.870 0.870 <br />L Only 1.005 1.005 <br />H Only <br />1022 S Hickory St <br />1/9/2025
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