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Series 200 �n� . ' r�C�TM <br /> � <br /> :� � _ - <br /> Seismic Design ASCE 7-10 Chapter 11 and 12 - "` ' � <br /> Seismic Design Section Chapter 11 and 12 ASCE 7-10 <br /> Site Classification = D Defauit"D" Notes: <br /> SMS = Fa SS (11.4-1) Seismic Use Group = II Table 11.5-1 I) Seismic Design based on Seismic Design Category D <br /> SMl = F„51 (11.4-2) R = 3.25 Input from Table 13.6-1 ASCE 7-10 <br /> I = 1.00 Input from Table 11.5-1 ASCE 7-10 <br /> Sps = 2�3 SMS (11.4-3) SS = 2.50 Input from USGS Program <br /> Sl = 1.00 Input from USGS Program <br /> Sol = Z�3 SMl (11.4-4) F, = 1.00 Site Coefficient Table 11.4-1 <br /> F� = 1.50 Site Coefficient Table 11.4-2 V = 1.44 psf (ASD) <br /> Sos Sms = 2.50 ASCE 7-10 Section 11.4.3 <br /> CS = R Sml = 1.50 ASCE 7-10 Section 11.4.3 <br /> ( I � Sd� = 1.67 ASCE 7-10 Section 11.43 <br /> s,l = i.00 ASCE 7-10 Sedion 11.43 Wind Loads Govern Design <br /> C� = 0.5128 W = 4.00 psf <br /> Cs = 2.8794 Max <br /> Cz = 0.1538 Min <br /> V = C,W <br /> DEAD LOAD <br /> EISMtC <br /> Seismic Loading Diagram <br /> NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C4 of C29 <br />