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ICLIENT: <br /> NASeaASSOC[ArEs BEAM DESIGN DATA PRaJECT: <br /> 1 rt C IT I'1'E C T 5 DATE: <br /> i N�---_ <br /> Roof Loeds: <br /> LL 25 p/sf <br /> DL 15 p/sf <br /> Total 40�//sf <br /> Unless Noted OtherMse <br /> Floor Laeds: <br /> LL 40 p/sf <br /> DL l0 p/sf <br /> Totel 50 p/sf <br /> Deck Laeds: <br /> LL 60 p/sf <br /> DL 10 p/sf <br /> Totel 90 p/sf <br /> SoO, 1500 PSF Min. <br /> Concrete: Per IBC 12 <br /> 24esonry. Per IBC 12 <br /> Steel: Per IBC 12 <br /> Wood: Per IBC 12 <br /> Nailing: Per IBC l2 <br /> 4" Beem Dougles Fir p2 <br /> fv = 1B0 <br /> fb = 900 PSI <br /> E = L,600,000 <br /> 8" Beem Douglas Fir �/2 <br /> fv — I90 <br /> fb = B95 PSI <br /> E = I,300,000 <br /> Joistv & Hem Fir p2 <br /> Pa[tets: fv — I50 <br /> fb = B50 PSI <br /> E = I,300,000 <br /> Clu—Lam Beems� <br /> fv = 240 PSI <br /> fb = 2,400 PSI (redviced by size factor, CF•KQ <br /> E = I,B00,000 <br /> 11844 N.E. BOth St Hirkland, WA 98033 (425) B2B-4L17 Fax (425) 822-1918 <br /> WNPf.NASH—ARCHITECTS.COM I <br />