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CLIENT: <br /> NASH&Assoc�'�s BEAM DESIGN DATA PROJECT: <br /> _�RCHITECTS DATE: <br /> NAME: <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 12 <br /> Masonry. Per IBC 12 <br /> SteeL• Per IBC 12 <br /> Wood: Per IBC 12 <br /> Nailing: Per IBC 12 <br /> 4" Beam: Douglas Fir #2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> ' 6" Beam: Douglas Fir #2 <br /> fv = 170 <br /> fb = 875 PSI <br /> E = 1,300,000 <br /> Joists & Hem Fir #2 <br /> Rafters: fv = 150 <br /> fb = S50 PSI <br /> E = 1,300,400 <br /> Glu—Lam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factor, CF*KI) <br /> E = 1,800,000 <br /> _ 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITECTS.COM <br />