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i - <br /> �- _-� <br /> CLIINT: <br /> NASH>ASSOCIATEs BEAM DESIGN DATA PRo�ecT: _ <br /> �� dRCHITECTS DATE:_ <br /> NAME: <br /> Roof Loads: <br /> LL 25�/sf <br /> DL l5 �/sf <br /> Total AO#/sf <br /> Unless Noted Otherwise <br /> Floor Loads: <br /> LL AO �/sf <br /> DL l0 �/sf <br /> Total 50 #/sf <br /> Deck Loads: <br /> LL 60#/sf <br /> DL l0 #/sf <br /> Total 90�/sf <br /> Soit 1500 PSF Min. <br /> Concrete: Per �C l2 <br /> Masonry: Per �C l2 <br /> Steet Per IHC l2 <br /> Wood: Per IHC l2 <br /> Nailing: Per �C 12 <br /> 4" Heam: Douglas Fir �2 <br /> fv = lB0 <br /> Ib = 900 PSI <br /> E = 1,600,000 <br /> 6" Heam Douglas Fir �2 <br /> fv = l90 <br /> fb = B95 PSI <br /> E = 1,30Q000 <br /> Joists & Hem Fir #2 <br /> Rafters: fv = l50 <br /> Ib = B50 PSI <br /> E = 1,300,000 <br /> Glu—Iam Heaxns: <br /> fv = 2A0 PSI <br /> fb = 2,A00 PSI (reduced by size factor, CF•HI) <br /> E = 1,800,000 <br /> I 11644 N.E. BOth St. Rirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 I <br /> ' WWW.NASH—ARCHTTECTS.COM <br />