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1334 S Olive St - Plan
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1334 S Olive St - Plan
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Last modified
6/15/2025 12:20:10 PM
Creation date
6/15/2025 12:19:53 PM
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Plan
Permit Number
20177846
101112627
Full Address
1334 S Olive St
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101112627 - Permit
(Permit - Plan)
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\Building\Permits\O\Olive St\1334 S Olive St
20177846 - Permit
(Permit - Plan)
Path:
\Building\Permits\O\Olive St\1334 S Olive St
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.3.31 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x4 Rafters @ 24" o.c. (Wind Condition) (Strength Check) <br />Project File: 2x4 Joist @ 24 O.C.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 7 OCT 2022, 8:40AM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C L C C CCF/V m r td <br />Shear ValuesMax Stress Ratios <br />M CV fb M fv F'b V F'vSegment Length <br />1.00Length = 2.0 ft 2 0.227 0.198 1.25 1.500 1.15 1.00 1.00 0.11 440.42 1940.63 0.10 225.001.00 44.47 <br />1.00+D+S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.456 0.128 1.15 1.500 1.15 1.00 1.00 0.21 813.97 1785.38 0.09 207.001.00 26.57 <br />1.00Length = 2.0 ft 2 0.071 0.128 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.03 207.001.00 26.57 <br />1.00+D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.485 0.174 1.25 1.500 1.15 1.00 1.00 0.24 941.87 1940.63 0.14 225.001.00 39.09 <br />1.00Length = 2.0 ft 2 0.187 0.174 1.25 1.500 1.15 1.00 1.00 0.09 362.06 1940.63 0.08 225.001.00 39.09 <br />1.00+D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.456 0.128 1.15 1.500 1.15 1.00 1.00 0.21 813.97 1785.38 0.09 207.001.00 26.57 <br />1.00Length = 2.0 ft 2 0.071 0.128 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.03 207.001.00 26.57 <br />1.00+D+0.60W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.919 0.210 1.60 1.500 1.15 1.00 1.00 0.58 2,281.73 2484.00 0.21 288.001.00 60.40 <br />1.00Length = 2.0 ft 2 0.112 0.210 1.60 1.500 1.15 1.00 1.00 0.07 277.42 2484.00 0.06 288.001.00 60.40 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.821 0.229 1.60 1.500 1.15 1.00 1.00 0.52 2,038.26 2484.00 0.23 288.001.00 65.91 <br />1.00Length = 2.0 ft 2 0.191 0.229 1.60 1.500 1.15 1.00 1.00 0.12 474.91 2484.00 0.10 288.001.00 65.91 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.771 0.180 1.60 1.500 1.15 1.00 1.00 0.49 1,914.79 2484.00 0.18 288.001.00 51.94 <br />1.00Length = 2.0 ft 2 0.097 0.180 1.60 1.500 1.15 1.00 1.00 0.06 239.80 2484.00 0.05 288.001.00 51.94 <br />1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.787 0.173 1.60 1.500 1.15 1.00 1.00 0.50 1,956.14 2484.00 0.17 288.001.00 49.77 <br />1.00Length = 2.0 ft 2 0.091 0.173 1.60 1.500 1.15 1.00 1.00 0.06 226.64 2484.00 0.05 288.001.00 49.77 <br />1.00+D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.328 0.092 1.60 1.500 1.15 1.00 1.00 0.21 813.97 2484.00 0.09 288.001.00 26.57 <br />1.00Length = 2.0 ft 2 0.051 0.092 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.03 288.001.00 26.57 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.328 0.092 1.60 1.500 1.15 1.00 1.00 0.21 813.97 2484.00 0.09 288.001.00 26.57 <br />1.00Length = 2.0 ft 2 0.051 0.092 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.03 288.001.00 26.57 <br />1.00+0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.197 0.055 1.60 1.500 1.15 1.00 1.00 0.12 488.38 2484.00 0.06 288.001.00 15.94 <br />1.00Length = 2.0 ft 2 0.031 0.055 1.60 1.500 1.15 1.00 1.00 0.02 76.17 2484.00 0.02 288.001.00 15.94 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.6106 3.771 0.0000 0.000 <br />W Only20.0000 3.771 -0.4480 2.000 <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 0.246 0.333 <br />Overall MINimum 0.217 0.261 <br />+D+H 0.084 0.129 <br />+D+L+H 0.084 0.129 <br />+D+Lr+H 0.170 0.244 <br />+D+S+H 0.084 0.129 <br />+D+0.750Lr+0.750L+H 0.148 0.215 <br />+D+0.750L+0.750S+H 0.084 0.129 <br />+D+0.60W+H 0.214 0.286 <br />+D+0.750Lr+0.750L+0.450W+H 0.246 0.333 <br />+D+0.750L+0.750S+0.450W+H 0.182 0.247 <br />+0.60D+0.60W+0.60H 0.181 0.234 <br />+D+0.70E+0.60H 0.084 0.129 <br />+D+0.750L+0.750S+0.5250E+H 0.084 0.129 <br />+0.60D+0.70E+H 0.051 0.078 <br />D Only 0.084 0.129 <br />Lr Only 0.085 0.115 <br />W Only 0.217 0.261 <br />H Only <br />1334 S Olive St <br />12/05/22
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