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� <br /> CLIENI` <br /> NASHkASSOCiATEs BEAM DESIGN DATA exwecT: <br /> .\RCHiTECTS DATE: <br /> NAME <br /> Aoof Inads: <br /> LL 25 #/sf <br /> DL 15 #/sf <br /> Total 40 #/sf <br /> Unless Nated Otherwise <br /> E1oor Inads: <br /> LL 40 #/sf <br /> DL 10 #/sf <br /> Total 50 #/sf <br /> Deck Inads: <br /> LL 60 �f/sf <br /> DL l0 #/sf <br /> Total 70 #/sf <br /> Soi1: 1500 PSF E6in. <br /> Concrete: Per IBC 12 <br /> 6tasontp. Per IHC 12 <br /> Stee1 Per IBC 12 <br /> Wood: Per IBC 12 <br /> Nailing. Per IBC 12 <br /> 4" Heam Douglas Fir #2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> B` Heam: Douglas Fir #2 <br /> fv = l70 <br /> fb = 875 PSI <br /> E = 1,300,000 <br /> doists & Hem Fir #2 � <br /> Aafters: fv = 150 <br /> fb = 850 PSI <br /> E = 1,300,000 <br /> Glu—Iam Heams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factoq CF'IQ) <br /> E = 1,800,000 <br /> I <br /> 11844 N.E. BOth St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—AACHITECTS.COM <br /> � r� <br />