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f <br /> CLIEMT. <br /> NASH�ASSOC[nTFs BEAM DESIGN DATA pROJECT: <br /> �\ It C I I I'f Ii C'P S DA7'E: <br /> NAME: <br /> Roo( Loads: <br /> LL 251j/st � <br /> DL SS p/st <br /> Totnl 40 N/s( <br /> Unless Notcd Olhcrwisc . <br /> Floor Loeds: � ' . <br /> LL SO (J/sf <br /> DL f0 �/s[ <br /> Total 50 y/sf <br /> Deck Londs: <br /> LL 80 b/sl <br /> DL 10 q/sf <br /> Tolnl 70 q/st � <br /> Soi1• 1500 PSF Min. <br /> Concrete: Pcr IBC 12 <br /> lSesonry. Pcr IBC 12 <br /> Steel: Per IBC 12 <br /> Wood: Per IBC 12 � <br /> Neiling: Pcr fBC 12 <br /> 4" Beom: Douglxs Fir q2 <br /> fv = IBO <br /> fb = 900 P51 <br /> E = 1,800,000 <br /> I 8" Bcem: Dovgles Fir J/2 <br /> tv = 170 <br /> Ib = 875 PSI <br /> E = 1,300.000 <br /> Joislv & Hem F�r !j2 <br /> Rnttar�: fv = 150 <br /> fb = O50 P5I <br /> E = 1,�00,000 <br /> Glu—[um He¢ms: <br /> r�� = zao rsi <br /> ib = 2,500 P51 (reduced 6y sixe fuctoq CF•KI) <br /> E = 1.000,000 <br /> SIB44 N.E. BOth St. Hirklnnd, WA 90033 (425) B2B-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITECTS.COM <br />