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B Date '3 <br />HNLehtinen <br />Engineering <br />4120 Hoyt Ave. Page N . of <br />Everett, WA 98203 . <br />(425) 252-2373 ` <br />15T <br />\N IND DESIGN CRITER.IA <br />1 BAsic Wind Speed 85 M I'll ASC: E C6.5.4 <br />w Wind Importance Factor Iw-1,0 C6.5.6 <br />I Wind Exposure Category - ''C" C6,5,6 <br />4. Internal Pressure Coefficient C6.5.6.6 <br />5. Compon.ents and Cladding design Pressure - . C6.5.8 <br />EARTHQUIKE DESIGN DATA <br />1. Seismic Importance Factor Ic=1.0 ASCE 11.5.1 <br />2, Short Period Acceleration Ss= 1,45 12.8.1.3 <br />3. I -Second Acceleration S1=0.45 11.4.1 <br />4. Site Class I) <br />5. Spectral Response Coefficient Sds 1 1.4.4 <br />6. Spectral response Coefficient Sd 1 12.5.4 <br />7. Seismic Force Resisting System <br />S. Design Base Shear- <br />. <br />9. SL�isrnic Response Coefficient l".'S <br />10. Response Modification Fiictor 1Z- 6.5 T'12.2-1 <br />11. Analysis Procedure used Simplified <br />• <br />