200 W MARINE VIEW DR BAYWOOD 2025-09-16

AllEl MN ®SHUTLER JOe PaA fit.?)�t:9(� 1 ® ® CONSULTING SHEET No.�= OF ® ®® CALCULATED BY: CX DATE:CA 11',01 0 12503 Bel-Red Road,Suite 100 Bellevue,WA 08005 SCALE: I t (425)450-4075 -- FAX(425)450-4076 I Roof Dead Load Tabulation Stiffener Purlin Girder Dead Load to resist uplift I Roofing (TPO) 0.30 PSF 0.30 PSF 0.30 PSF 0.30 PSF DensDeck 2.00 PSF 2.00 PSF 2.00 PSF 0.60 PSF Plywood 1.50 PSF 1.50 PSF 1.50 PSF 1.50 PSF Insulation 1.75 PSF 1.75 PSF 1.75 PSF 1.00 PSF I Stiffener 1.10 PSF 1.10 PSF 1.10 PSF 1.10 PSF Sprinkler 0.00 PSF 2.50 PSF 2.50 PSF 1.00 PSF Purlin 0.00 PSF 2.70 PSF 2.70 PSF 1.50 PSF I Ceiling Girder 1.55 PSF 1.35 PSF 1.35 PSF 0.00 • PSF 0.00 PSF 0.00 PSF 2.00 PSF 2.00 PSF Misc.& Mech 1.80 PSF 1.80 PSF 1.80 PSF 0.00 PSF IColateral* 0.00 PSF 0.00 PSF 0.00 PSF 0.00 PSF Total 10.00 PSF 15.00 PSF 17.00 PSF 9.00 PSF I Rigid Insulation 0.24 PSF per inch, R-5.6 per inch, using 7.0 inches equals R 39.2 TPO Roofing 60 mil membrane-0.30 PSF, 45 mil membrane-0.21 PSF DensDeck protection board. 1/4"thick-1.20 PSF, 1/2"thick-2.00 PSF, 5/8"thick-2.50 PSF IROOF LIVE LOAD 25 PSF SNOW LOAD Stiffener design Uniform load, w [ t L i. I Nominal Span 10.00 Feet , ' Design Span 9,63 Feet 1 I I Spacing 24 inces on center -A-1 I4 Uniform Dead Load 20.00 PLF I II Uniform Live Load 50,00 PLF Design Span Uniform Total Load 70.00 PLF i r Nominal Span , 1 - 1� -i I Reaction Moment 336.88 Lbs. 810.61 ft.-lbs. Member size 2x6 DF#2 I Width 1.50 in. Depth 5.50 in. A 8.25 in.^2 I S 7.56 in.A3 I 20.80 in.^4 i Shear stress 55 psi < 180 psi * 1.32 = 238 psi I $1 Bending stress 1286 psi < 900 psi 1.72 = 1548 psi Total load deflection 0.41 in. ==> span/ 284 Based on E= 1600 ksi. 1