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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:Roof Rafters <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 />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.374 0.133 1.60 1.300 1.15 1.00 1.00 0.51 805.11 2152.80 0.21 288.001.00 38.21 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.166 0.059 1.60 1.300 1.15 1.00 1.00 0.23 357.83 2152.80 0.09 288.001.00 16.98 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.100 0.035 1.60 1.300 1.15 1.00 1.00 0.14 214.70 2152.80 0.06 288.001.00 10.19 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.166 0.059 1.60 1.300 1.15 1.00 1.00 0.23 357.83 2152.80 0.09 288.001.00 16.98 <br />1.00+D-0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.166 0.059 1.60 1.300 1.15 1.00 1.00 0.23 357.83 2152.80 0.09 288.001.00 16.98 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.166 0.059 1.60 1.300 1.15 1.00 1.00 0.23 357.83 2152.80 0.09 288.001.00 16.98 <br />1.00+D+0.750L+0.750S-0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.166 0.059 1.60 1.300 1.15 1.00 1.00 0.23 357.83 2152.80 0.09 288.001.00 16.98 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.100 0.035 1.60 1.300 1.15 1.00 1.00 0.14 214.70 2152.80 0.06 288.001.00 10.19 <br />1.00+0.60D-0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.670 ft 1 0.100 0.035 1.60 1.300 1.15 1.00 1.00 0.14 214.70 2152.80 0.06 288.001.00 10.19 <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 0.2460 4.367 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 0.277 0.277 <br />Overall MINimum 0.173 0.173 <br />+D+H 0.104 0.104 <br />+D+L+H 0.104 0.104 <br />+D+Lr+H 0.277 0.277 <br />+D+S+H 0.104 0.104 <br />+D+0.750Lr+0.750L+H 0.234 0.234 <br />+D+0.750L+0.750S+H 0.104 0.104 <br />+D+0.60W+H 0.104 0.104 <br />+D+0.750Lr+0.750L+0.450W+H 0.234 0.234 <br />+D+0.750L+0.750S+0.450W+H 0.104 0.104 <br />+0.60D+0.60W+0.60H 0.062 0.062 <br />+D+0.70E+0.60H 0.104 0.104 <br />+D+0.750L+0.750S+0.5250E+H 0.104 0.104 <br />+0.60D+0.70E+H 0.062 0.062 <br />D Only 0.104 0.104 <br />Lr Only 0.173 0.173 <br />H Only <br />Raymar Street - Santa Ana Page 7 of 116 <br />1306 W Raymar St <br />11/14/22
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