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� <br /> c�trr. <br /> tvnsHaAssoc[A7'�s BEAM DESIGN DATA PROJECT: <br /> n Ii C 11 I T 6:f.'I'ti DATE: <br /> NAME: <br /> � <br /> Root Loade: / <br /> LL 25 b/st�� ' <br /> DL, 15 y/st � / <br /> To al 40///sf <br /> Unless Noted Othcrwisc <br /> Floor [aeds: ' � <br /> LI, 40 q/sf i <br /> DL la,N/sf � <br /> Tolnl 50�./s[ / <br /> Deck Loods: �� <br /> LL 80 y/9f� <br /> DL 10 a/sf <br /> Tota] 70 y/st <br /> SoU: 1500 PSF Afin. <br /> Concrote: Per 18C 12 <br /> ESesonry. Per IBC 12 / <br /> SteeL• Per IQC 12 <br /> Waad: Per IBC 12 <br /> Nailinq: Per IBC 12 <br /> 4" Beam: Douglas Fir p2 <br /> fv = IBO <br /> (b = 900 PSi <br /> E = 1,000,000 <br /> 8" Bcam Douglus Fir �2 <br /> fv = 170 <br /> fb = 975 PSI <br /> E = 1,300,000 <br /> Joists & Hem Fir q2 <br /> Rnttots: tv = 150 A <br /> fb = B50 PSl � <br /> E = 1.900,000 � <br /> Glu—Lnm Booms: �. <br /> tv = 210 PSI � <br /> !h = 2r400 PSI (redticed by size factor, Cf"KQ . <br /> E - I,B00,000 � � , <br /> / <br /> / <br /> �� <br /> � <br /> 11844 N.E. 80th St. Kirklund, WA 8B033 (425) 82�-4117 Fnx (425) 822-19IB <br /> YYW1P.NASH—ARCHITECTS.COM <br />