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2413 N Poinsettia St - Plan
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2413 N Poinsettia St - Plan
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Last modified
2/13/2026 5:02:53 AM
Creation date
2/13/2026 5:00:52 AM
Metadata
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Template:
Plan
Permit Number
101122079
Full Address
2413 N Poinsettia St
Street Number
2413
Street Direction
N
Street Name
Poinsettia
Street Suffix
St
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Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:5 - F.B. <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <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 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.572 0.337 1.25 1.007 1.001.00 1.00 19.29 2,089.9 3,651.1 4.81 362.51.00 122.31.00 <br />1.00+D+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.505 0.298 1.15 1.007 1.001.00 1.00 15.65 1,696.3 3,359.0 3.91 333.51.00 99.31.00 <br />1.00+D+0.60W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.268 0.171 1.60 1.007 1.001.00 1.00 11.54 1,250.9 4,673.4 3.12 464.01.00 79.31.00 <br />1.00+D-0.60W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.180 0.116 1.60 1.007 1.001.00 1.00 7.78 843.5 4,673.4 2.12 464.01.00 53.81.00 <br />1.00+D+0.750Lr+0.750L+0.450W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.480 0.294 1.60 1.007 1.001.00 1.00 20.72 2,245.4 4,673.4 5.36 464.01.00 136.21.00 <br />1.00+D+0.750Lr+0.750L-0.450W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.415 0.252 1.60 1.007 1.001.00 1.00 17.90 1,939.9 4,673.4 4.61 464.01.00 117.11.00 <br />1.00+D+0.750L+0.450W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.396 0.244 1.60 1.007 1.001.00 1.00 17.10 1,852.6 4,673.4 4.46 464.01.00 113.21.00 <br />1.00+D+0.750L-0.450W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.331 0.203 1.60 1.007 1.001.00 1.00 14.28 1,547.0 4,673.4 3.71 464.01.00 94.11.00 <br />1.00+0.60D+0.60W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.180 0.119 1.60 1.007 1.001.00 1.00 7.78 842.7 4,673.4 2.17 464.01.00 55.01.00 <br />1.00+0.60D-0.60W 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.093 0.064 1.60 1.007 1.001.00 1.00 4.02 435.3 4,673.4 1.16 464.01.00 29.61.00 <br />1.00+1.148D+1.750E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.565 0.379 1.60 1.007 1.001.00 1.00 24.36 2,639.7 4,673.4 6.93 464.01.00 176.11.00 <br />1.00+1.148D-1.750E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.163 0.164 1.60 1.007 1.001.00 1.00 7.02 761.2 4,673.4 3.00 464.01.00 76.11.00 <br />1.00+1.111D+0.750L+1.313E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.597 0.400 1.60 1.007 1.001.00 1.00 25.75 2,790.7 4,673.4 7.32 464.01.00 185.81.00 <br />1.00+1.111D+0.750L-1.313E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.223 0.184 1.60 1.007 1.001.00 1.00 9.63 1,043.5 4,673.4 3.37 464.01.00 85.51.00 <br />1.00+0.4516D+1.750E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.443 0.288 1.60 1.007 1.001.00 1.00 19.10 2,069.8 4,673.4 5.27 464.01.00 133.81.00 <br />1.00+0.4516D-1.750E 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.917 ft 1 0.285 0.197 1.60 1.007 1.001.00 1.00 12.28 1,331.1 4,673.4 3.61 464.01.00 91.61.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.5428 7.009 0.0000 0.000 <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 5.746 5.746 <br />Max Upward from Load Combinations 5.746 5.746 <br />Max Upward from Load Cases 2.751 2.751 <br />Max Downward from all Load Conditio -0.883 -0.883 <br />Max Downward from Load Combinations -0.450 <br />Max Downward from Load Cases (Resis -0.883 -0.883 <br />D Only 2.751 2.751 <br />+D+L 5.082 5.082 <br />+D+Lr 4.143 4.143 <br />+D+0.750Lr+0.750L 5.543 5.543 <br />+D+0.750L 4.499 4.499 <br />+D+0.60W 2.481 3.021 <br />13
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