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i <br /> CI�NT: <br /> NASxkASSOCiATEs BEAM DESIGN DATA PRwECT_ <br /> ARCHITEC"TS DATE: <br /> NAME: <br /> Roof Snads: <br /> LL 25$/sf <br /> DL 15 $�sf <br /> Total 40$/sf <br /> Unless Noted Otherwise <br /> Floor Inads: <br /> LL 40$/sf <br /> DL SO $/sf <br /> Total 50$/sf <br /> Deck Inads: <br /> LL 60$/sf <br /> DL 10 $/sf <br /> Total 90$/sf <br /> Soil: 1500 PSF Min. <br /> Concrete: Per IDC 12 <br /> Masonry Per IHC 12 <br /> Stee3: Per IHC 12 <br /> Wood: Per IHC 12 <br /> Nailing: Per IHC 12 <br /> 4" Heam Douglas Fir $2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> 6" Heam: Douglas Fir $2 <br /> fv = 190 <br /> fb — 895 PSI <br /> E = 1,300,000 <br /> Joists & Hem Fs $2 <br /> Rafters: fv = 150 <br /> fb = 850 PSI <br /> E = 1,300,000 <br /> Glu—Iam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factor, CF'RI) <br /> E — 1,800,000 <br /> 11644 N.E. BOth St Rirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WVPW.NASH—ARCHITECTS.COM <br /> �` <br />