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1306 W Raymar St - Plan
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1306 W Raymar St - Plan
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Last modified
6/1/2025 11:57:11 AM
Creation date
6/1/2025 11:56:56 AM
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Plan
Permit Number
20177905
101112706
Full Address
1306 W Raymar St
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101112706 - Permit
(Permit - Plan)
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\Building\Permits\R\Raymar St\1306 W Raymar St
20177905 - Permit
(Permit - Plan)
Path:
\Building\Permits\R\Raymar St\1306 W Raymar St
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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Upper Hip Beams <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCC 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 = 6.0 ft 2 0.363 0.300 1.25 1.200 1.00 1.00 1.00 0.54 490.59 1350.00 0.26 225.001.00 67.47 <br />1.00+D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.189 0.148 1.15 1.200 1.00 1.00 1.00 0.26 234.58 1242.00 0.22 207.001.00 30.55 <br />1.00Length = 6.0 ft 2 0.180 0.148 1.15 1.200 1.00 1.00 1.00 0.24 223.37 1242.00 0.12 207.001.00 30.55 <br />1.00+D+0.60W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.136 0.106 1.60 1.200 1.00 1.00 1.00 0.26 234.58 1728.00 0.22 288.001.00 30.55 <br />1.00Length = 6.0 ft 2 0.129 0.106 1.60 1.200 1.00 1.00 1.00 0.24 223.37 1728.00 0.12 288.001.00 30.55 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.302 0.234 1.60 1.200 1.00 1.00 1.00 0.57 521.12 1728.00 0.49 288.001.00 67.47 <br />1.00Length = 6.0 ft 2 0.284 0.234 1.60 1.200 1.00 1.00 1.00 0.54 490.59 1728.00 0.26 288.001.00 67.47 <br />1.00+D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.136 0.106 1.60 1.200 1.00 1.00 1.00 0.26 234.58 1728.00 0.22 288.001.00 30.55 <br />1.00Length = 6.0 ft 2 0.129 0.106 1.60 1.200 1.00 1.00 1.00 0.24 223.37 1728.00 0.12 288.001.00 30.55 <br />1.00+0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.081 0.064 1.60 1.200 1.00 1.00 1.00 0.15 140.75 1728.00 0.13 288.001.00 18.33 <br />1.00Length = 6.0 ft 2 0.078 0.064 1.60 1.200 1.00 1.00 1.00 0.15 134.02 1728.00 0.07 288.001.00 18.33 <br />1.00+D+0.70E+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.136 0.106 1.60 1.200 1.00 1.00 1.00 0.26 234.58 1728.00 0.22 288.001.00 30.55 <br />1.00Length = 6.0 ft 2 0.129 0.106 1.60 1.200 1.00 1.00 1.00 0.24 223.37 1728.00 0.12 288.001.00 30.55 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.136 0.106 1.60 1.200 1.00 1.00 1.00 0.26 234.58 1728.00 0.22 288.001.00 30.55 <br />1.00Length = 6.0 ft 2 0.129 0.106 1.60 1.200 1.00 1.00 1.00 0.24 223.37 1728.00 0.12 288.001.00 30.55 <br />1.00+0.60D+0.70E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.081 0.064 1.60 1.200 1.00 1.00 1.00 0.15 140.75 1728.00 0.13 288.001.00 18.33 <br />1.00Length = 6.0 ft 2 0.078 0.064 1.60 1.200 1.00 1.00 1.00 0.15 134.02 1728.00 0.07 288.001.00 18.33 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H 1 0.0493 2.715 0.0000 0.000 <br />+D+Lr+H20.0000 2.715 -0.0082 1.475 <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 0.595 0.0401.058 <br />Overall MINimum 0.368 0.0220.650 <br />+D+H 0.226 0.0180.408 <br />+D+L+H 0.226 0.0180.408 <br />+D+Lr+H 0.595 0.0401.058 <br />+D+S+H 0.226 0.0180.408 <br />+D+0.750Lr+0.750L+H 0.503 0.0350.895 <br />+D+0.750L+0.750S+H 0.226 0.0180.408 <br />+D+0.60W+H 0.226 0.0180.408 <br />+D+0.750Lr+0.750L+0.450W+H 0.503 0.0350.895 <br />+D+0.750L+0.750S+0.450W+H 0.226 0.0180.408 <br />+0.60D+0.60W+0.60H 0.136 0.0110.245 <br />+D+0.70E+0.60H 0.226 0.0180.408 <br />+D+0.750L+0.750S+0.5250E+H 0.226 0.0180.408 <br />+0.60D+0.70E+H 0.136 0.0110.245 <br />D Only 0.226 0.0180.408 <br />Lr Only 0.368 0.0220.650 <br />H Only <br />Raymar Street - Santa Ana Page 34 of 116 <br />1306 W Raymar St <br />11/14/22
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