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Lodi Honda <br /> 1700 S. Cherokee Lane <br /> Lodi, CA 95240 <br /> Scope: Prepare Hydrostatic and Seismic Analysis for the Hazardous Waste Tank Assessment performed by <br /> Jeff Belwood, PE <br /> Seismic Design Parameters <br /> Occupancy Category(ASCE 7-10 Table 1.5-1) III <br /> Site Classification (ASCE 7-10 Section 20.1) D <br /> Site Latitude (Google Earth) 38.1126° <br /> Site Longitude(Google Earth) -121.2594° <br /> Mapped Spectral Acceleration Value of Rock(Short Period), SS(USGS) 0.703 g <br /> Mapped Spectral Acceleration Value of Rock(1-Second Period), S,(USGS) 0.258 g <br /> Site (Amplification) Coefficient, Fa (USGS) 1.238 <br /> Site (Amplification) Coefficient, F„(USGS) 1.883 <br /> Maximum Considered Earthquake/Site Modified (MCE) Spectral Response Acceleration <br /> Value(Short Period), SMS (USGS) 0.870 g <br /> Maximum Considered Earthquake/Site Modified (MCE)Spectral Response Acceleration 0.487 g <br /> Value(1-Second Period), SM,(USGS) <br /> Design Spectral Acceleration Value (Short Period), SDS (USGS) 0.580 g <br /> Design Spectral Acceleration Value(1-Second Period), SD, (USGS) 0.324 g <br /> Amplification Factor, ap(ASCE 7-10 Table 13.5-1) 1.00 <br /> Response Modification Factor, Rp (Between 1.0 and 12.0)(ASCE 7-10 Table 13.5-1) 2.50 <br /> Importance Factor, IQ(ASCE 7-10 Section 13.1.3) 1.25 <br /> Reference Codes/Standards: <br /> 2007 California Building Code <br /> ASCE 7-10 "Minimum Design Loads for Building and Other Structures" <br /> USGS Seismic Hazard Curves and Uniform Hazard Response Spectra Software(v5.0.9a - 10/21/2009) <br /> Robert F. Martin, PE C-53437 <br /> Expires: 6/30/2011 <br /> o. C53437 M <br /> m <br /> � Zvzv//Date: 1 � Exp. 6130 <br /> CM11 Q' <br />