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� - <br /> cueNm <br /> 1vASH�ASSOCiA1Bs BEAM DESIGN DATA aeoxecz_ _ <br /> dRCIIITECTS pp�. <br /> NAME: <br /> Roof Loads: <br /> LL 25�//sf <br /> DL 16 �//sf <br /> TotaL 40�/�sf <br /> Unless Noted Otherwise <br /> Floor Loadw <br /> LL 40�//sf <br /> DL 10 �//sf <br /> TotaL 60 �/�sf <br /> Deck Loads: <br /> LL 60�//sf <br /> DL 10 �/�sf <br /> Total 70�//sf <br /> Soi1 1500 PSF Min. <br /> Concrete: Per IBC 12 <br /> ELasonry: Per IBC 12 <br /> 3teet Per IBC 12 <br /> Wood: Per IBC 12 <br /> Nailing: Per IBC 12 <br /> 4" Beazn: Douglas Fir �/2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> 6" Beflm: Douglas Ftir �/2 <br /> fv = 170 <br /> fb = 875 PSI <br /> E = 1.300.000 <br /> Soists & Hem Fir �/2 <br /> Rfllters: fv = 150 <br /> fb = 850 PSI <br /> E = 1,300,000 <br /> Glu—Iam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factoq CF'KQ <br /> E = 1,800,000 <br /> 11644 N.E. BOth 3t Kirkland, WA 98033 (425) B2B-4117 Fax (425) 822-1918 I <br /> WttW.NAS H—ARCHITECTS.COM <br />