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4 1 <br /> k....., ARIANA <br /> + DESIGNS & ARCHITECTURE <br /> drift calculations have been analyzed based on available 'solines and <br /> elevation criteria for the subject site. A minimum <br /> design load of 25psf is presumed for existing design criteria. <br /> 3. 17 feet of plywood shear wall construction has been provided as part of <br /> this remodel. Only 10 feet of this wall is used in design <br /> for both shear and overturning requirements. Overturning resistance is <br /> being resolved through connectivity with the existing roof <br /> girders, while only shear forces are resolved into the existing slab on <br /> grade. <br /> 4. Inspection criteria to account for steel framing and post-installed bolts <br /> have been added to sheet A3.0. <br /> Sincerely, <br /> Ariana Adireh. <br /> Ariana Designs, LLC <br /> 12400 SE 38th St., Ste 50753, Bellevue, WA 98006/info(a�ariid.com/425.679.2463 <br /> L <br />