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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)
Path:
\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:BM-3 (TJI Support) <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 = 9.170 ft 1 0.336 0.310 1.60 1.000 1.00 1.00 1.00 13.30 1,557.91 4640.00 4.44 464.001.00 143.77 <br />1.00+D+0.70E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.336 0.310 1.60 1.000 1.00 1.00 1.00 13.30 1,557.91 4640.00 4.44 464.001.00 143.77 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.419 0.386 1.60 1.000 1.00 1.00 1.00 16.58 1,942.92 4640.00 5.54 464.001.00 179.30 <br />1.00+D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.419 0.386 1.60 1.000 1.00 1.00 1.00 16.58 1,942.92 4640.00 5.54 464.001.00 179.30 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.419 0.386 1.60 1.000 1.00 1.00 1.00 16.58 1,942.92 4640.00 5.54 464.001.00 179.30 <br />1.00+0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.201 0.186 1.60 1.000 1.00 1.00 1.00 7.98 934.75 4640.00 2.67 464.001.00 86.26 <br />1.00+0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 9.170 ft 1 0.201 0.186 1.60 1.000 1.00 1.00 1.00 7.98 934.75 4640.00 2.67 464.001.00 86.26 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.1803 4.618 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 7.711 7.711 <br />Overall MINimum 1.911 1.911 <br />+D+H 5.800 5.800 <br />+D+L+H 7.711 7.711 <br />+D+Lr+H 5.800 5.800 <br />+D+S+H 5.800 5.800 <br />+D+0.750Lr+0.750L+H 7.233 7.233 <br />+D+0.750L+0.750S+H 7.233 7.233 <br />+D+0.60W+H 5.800 5.800 <br />+D+0.70E+H 5.800 5.800 <br />+D+0.750Lr+0.750L+0.450W+H 7.233 7.233 <br />+D+0.750L+0.750S+0.450W+H 7.233 7.233 <br />+D+0.750L+0.750S+0.5250E+H 7.233 7.233 <br />+0.60D+0.60W+0.60H 3.480 3.480 <br />+0.60D+0.70E+0.60H 3.480 3.480 <br />D Only 5.800 5.800 <br />L Only 1.911 1.911 <br />H Only <br />Raymar Street - Santa Ana Page 28 of 116 <br />1306 W Raymar St <br />11/14/22
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