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10 <br />CLIENT: <br />NASD, JONES <br />BEAM DESIGN DATA <br />PROJECT: <br />ANDERSON <br />SON <br />DATE: <br />NAME: <br />Architects & Planners <br />Roof Loads: <br />LL 25 #/sf <br />DL 15 #/sf <br />Total 40 #/sf <br />Unless Noted Otherwise <br />Floor Loads: <br />LL 40 #/sf <br />DL 10 #/sf <br />Total 50 #/sf <br />Deck Loads: <br />LL 60 #/sf <br />DL 10 #/sf <br />Total 70 #/sf' <br />Soil: 1500 PSF Min. <br />Concrete: Per IBC 06 <br />Masonry Per IBC 06 <br />Steel:- Per IBC 06 <br />Wood: Per IBC 06 <br />Nailing: Per IBC 06 <br />4" Beam Douglas Fir #2 <br />fv = 95 <br />fb = 875 PSI <br />E = 1,600,000 <br />6" Beam: Douglas Fir #2 <br />fv = 85 <br />fb = 875 PSI <br />E = 1,300,000 <br />Joists & Hem Fir #2 <br />Rafters: fv = 75 <br />fb = 850 PSI <br />E = 1,300,000 <br />Glu—Lam Beams: <br />fv = 165 PSI <br />fb = 2,400 PSI (reduced by size factor, CF•KI) . <br />E = 1,8.00,000 <br />I11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br />]1 WWW NASHJONESANDERSON. COM <br />