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CLIENT: <br /> NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: <br /> ARCHITECTS PER 2018 IBC DATE.,— <br /> NAME- <br /> Root Loads: <br /> LL 26 /sf Tile Roof Loads: <br /> DL 16 #/at LL 30#/at <br /> Total 40#/of DL 26#/at <br /> Unless Noted Otherwise Total 65#/sf <br /> Floor Loads: Unless Noted Otherwise <br /> LL 40#/sf <br /> DL 10 #/at <br /> Total 50#/sf <br /> Deck loads; <br /> LL BO#/af Paver Deck Loads: <br /> DL 10 #/sf LL 60#/at <br /> Total 70#/sf DL 30#/sf <br /> Total 90 #/at <br /> Solt: 1500 PSF Min. <br /> Concrete: Per IBC 2018 <br /> Masonry: Per IBC 2018 <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 = 170 <br /> fb = 875 PSI <br /> E = 1,300,000 <br /> Joists do Hem Fir #2 <br /> Rafters: fv = 150 <br /> fb = 860 PSI <br /> E = 1,300,000 <br /> Glu--Lam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factor, CF*RI) <br /> E = 1,800,000 <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> WWW NASH—ARCHITECTS.COM <br />