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3 <br /> Project:Seahurst Ave, Everett, WA <br /> 1.2 Wind Design <br /> Directional Procedure, Part 2 (simplified method) per ASCE 7-16, Chapter 27.5 <br /> Design Criteria: Enclosed Simple Diaphragm Building <br /> Risk Category II <br /> Basic Wind Speed per Table 26.5-1 A 110 MpH <br /> Directionality Factor Kd 0.85 <br /> Exposure Category C <br /> As this design is used as a basic plan for multiple locations, conservatively category <br /> „C is used to determine wind loads <br /> Wind Speed up factor Kzt 1.0 <br /> Enclosure Classification enclosed <br /> Net pressure at top of wall ph , Table 27.6-1 26.2 psf <br /> (conservatively also used for bottom of wall) <br /> As the shear wall design is performed for ASD, the load is multiplied with 0.7 <br /> Applied wind pressure 0.7 x 26.2 18.34, say 20 psf <br /> Uniform wind loads on diaphragms <br /> w/trib h 9 ft w= 9 x 20 _ 180 plf <br /> tecinstruct LLC <br />