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CLIENT`: <br /> NASH e ASSOCIATES BEAM DESIGN DATA PROJECT: <br /> ARCHITECTS PER 2018 IBC DATE: <br /> r NAME: <br /> Roof Loads: <br /> LL 25#/sf Tile Roof Loads: <br /> DL 15 #/at LL 30#/at <br /> Total 40#/sf DL 25#/at <br /> Unless Noted Otherwise Total 55#/sf <br /> Floor Loads: Unless Noted Otherwise <br /> DL 10 #/at <br /> Total 50#/sf <br /> Deck Loads: <br /> LL 60#/sf Paver Deck Loads: <br /> DL 10 #/sf LL 60#/sf <br /> Total 70#/sf DL 30 Total 90�%sf <br /> i <br /> Soil• 1500 PSF Min. <br /> Concrete: Per IBC 2018 <br /> Masonry Per IBC 2010 <br /> Steel• Per IBC 2018 <br /> Wood: Per IBC 2018 <br /> Nailing: Per IBC 2018 <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 = 1?0 <br /> fb = 875 PSI <br /> E = 1.300,000 <br /> Joists do Hem Fir #2 <br /> Rafters: 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, CF*IC) <br /> E = 1,800,000 <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> WWW NASH—ARCHITECTS.COM <br />