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• - -�, <br /> CLIENT: <br /> Nnsx>essociA�s BEAM DESIGN DATA PRoaECT: <br /> ARCHITHCTS DATE: <br /> NAME: <br /> Roof Inads: <br /> LL 25 #/sf <br /> DL 15 �J/sf <br /> Total 40 #�sf <br /> Unless Nated Otherwise <br /> Floor Loads: <br /> LL 40 #/sf <br /> DL 10 #/sf <br /> Total 50 #/sf <br /> Deck Loads: <br /> LL 60 �J/sf <br /> DL 10 #/sf <br /> Total 70 #/sf <br /> Soil: 1500 PSF �Lin. <br /> Concrete: Per IHC 12 <br /> Masonrp. Per IHC 12 <br /> SteeL Per IHC 12 <br /> Wood Per IHC 12 <br /> Nading: Per IHC 12 <br /> 4" Beam: Douglas Fir #2 <br /> fv = 1B0 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> 8" Beam Douglas Fir #2 <br /> fv = 170 <br /> fb = B75 PSI <br /> E = 1,300,000 <br /> Toists & Hem Fir #2 <br /> Rafters: fv = 150 <br /> fb = B50 PSI <br /> E = 1,300,000 <br /> Glu—Iam Heams: <br /> fv = 240 PSI <br /> fb = 2,400 P51 (reduced by size factor, CF"IfI) <br /> E = 1,800,000 <br /> 11644 N.E. BOth St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITECTS.COM <br />