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1337 S Huron Dr Santa Ana, California 92704 <br />Lat: 33.729298 <br />Long:-117.906398 <br />a. [§1603.1.2 CBC] Roof Live Load =20 psf <br /> (No Live Load Reduction) <br />b. [§1603.1.4 CBC] Wind Design data: <br /> Basic Wind Speed =95 MPH <br /> Wind Importance Factor II= 1.0 <br /> Wind Exposure(s) = C <br /> The Applicable Internal Pressure Coefficient = <br />Adj. Zone Press.A B roof C D roofE F G H <br />less than 15 deg 24.3 3.915 17.55 4.1 -11 -14.7 -7.8 -12 <br /> Design Wind Pressure(s) for Components <br /> And Cladding = <br />Adj. Zone Press.Eoh Goh <br />-20.1 -17.1 <br />c. [§1603.1.5 CBC] Earthquake Design Data: <br /> Seismic Importance factor I = 1.0 <br /> Occupancy Category = II <br /> Mapped Spectral Response Accelerations, <br />Ss =1.49 <br />S1 =0.56 <br /> Site Class = D <br /> Spectral Response Coefficients, <br />SDS =1.160 <br />SD1 =0.820 <br /> Basic Seismic - Force Resisting System(s) =D <br /> Design Base Shear =0.178 W <br /> Seismic Response Coefficient(s)Cs =0.178 <br /> Response Modifications Factor(s), R = 6.5 <br /> Analysis Procedure used:EFP <br />7/16