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i i <br /> Code section added to the calculations. <br /> 7. See Sheet S2 and structural calculations. Address the following: a. Foundation Plan on Sheet <br /> S2 shows shear walls and holdowns. Shear Wall Schedule Notes are provided but no shear wall <br /> schedule. Plans should include a shear wall schedule. <br /> Shear wall schedule was provided- see note showing sw4 on the right-hand side inside the <br /> building. For Additional clarity added `shear wall schedule"above that note. <br /> b. It appears that a wind analysis is provided but a shear wall design is not included. <br /> Calculations substantiating the design should be submitted for review. Note that hold downs <br /> should be provided to resist uplift forces caused by overturning effects by lateral forces, see IBC <br /> 1604.4 and 2018 SDPWS 4.3.6.4.4. <br /> Shear wall design and calculations added. <br /> 3 ) 3 <br />