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r n <br /> CLIENT: <br /> NASH&ASSOCIATES BEAM DESIGN DATA PROJECT. <br /> ARCHITECTS DATE: <br /> NAME: <br /> Roof Loads: <br /> LL 25#/af <br /> DL 15 #/af <br /> Total 40#/sf <br /> Unless Noted Otherwise <br /> Floor Loads: <br /> LL 40#/sf <br /> DL 10 #/sf <br /> Total 50#/af <br /> Deck Loads: <br /> LL 80 /af <br /> DL 10 /sf <br /> Total 70#/sf <br /> Soft 1500 PSF Min. <br /> Concrete: Per IBC 18 <br /> Masonry: Per IBC 18 <br /> Steel: Per IBC 18 <br /> Wood: Per IBC 18 <br /> Nailing: Per IBC 18 <br /> 4" Beam: Douglas Fir #2 <br /> fv = 180 <br /> fb - 900 PSI <br /> E — 1,800,000 <br /> 8" Beam: Douglas Fir #2 <br /> fv = 170 <br /> fb = 875 PSI <br /> E = 1,300,000 <br /> Joists & Ham Fir #2 <br /> Rafter.: fv = 150 <br /> fb = 850 PSI <br /> E = 1,300,000 <br /> Glu—Lam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factor, CrIQ) <br /> E = 1,800,000 <br /> 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 1(°WWII NASH—ARCHITECTS.COM <br /> c <br />