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1621 S Diamond St & Unit# 2 - Plan
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1621 S Diamond St & Unit# 2 - Plan
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Last modified
6/15/2025 12:44:32 PM
Creation date
6/15/2025 12:44:01 PM
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Plan
Permit Number
101122112
101122113
Full Address
1621 S Diamond St
1621 S Diamond St Unit# 2
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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HIP3: 4x8 <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: 1621 S DIAMOND ST (10-15-2024).ec6 <br />Project Title:Engineer:Project ID:Project Descr: <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 = 8.50 ft 1 0.066 0.031 1.60 1.300 1.00 1.00 1.00 0.31 123.21 1872.00 0.15 288.001.00 8.84 <br />1.00+0.3501D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.50 ft 1 0.019 0.009 1.60 1.300 1.00 1.00 1.00 0.09 36.33 1872.00 0.04 288.001.00 2.61 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0474 4.405 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 />Overall MAXimum 0.210 0.396 <br />Overall MINimum 0.054 0.093 <br />D Only 0.090 0.156 <br />+D+Lr 0.210 0.396 <br />+D+0.750Lr 0.180 0.336 <br />+0.60D 0.054 0.093 <br />1621 S Diamond St & <br />Unit# 24/24/2025
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