Laserfiche WebLink
CLIENT: <br />NASH, JONES <br />7iNAME: <br />BEAM DESIGN DATA <br />PROJECT: <br />ANDERSON <br />DATE: <br />Architects do Planners <br />Roof Loads: <br />LL 25 #/sf <br />DL 15 #/sf <br />Total 40 #/sf <br />Unless <br />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 03 <br />Masonry: Per IBC 03 <br />Steel• Per IBC 03 <br />Wood: Per IBC 03 <br />Nailing: Per IBC 03 <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 = 95 <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 <br />(reduced by size factor, CF*KI) <br />E = 1,800,000 <br />r <br />11644 N.E. 80th St. <br />Kirkland,_ WA 98033 (425) 828-4117 <br />Fax (425) 822-1918 <br />' <br />EREVISED <br />WWW. NASHJONESANDERSON. COM <br />10/21/04 <br />