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PS 44 <br /> (; NSI'T i 3NO UN 6!\I;g: <br /> Comment#12: The holddowns provided to resolve the overturning forces from the wood shear walls are <br /> being resisted by the post-tensioned concrete slab. Please verify that the holddown forces acting on the <br /> slab can be resisted by the slab in addition to the design gravity loads. <br /> RESPONSE: The OTM forces have been considered in design of PT deck. Please review RAM report <br /> for slab design incorporating this requirement in design of slab. Please see page#162 and 163 of Ram <br /> Report on PT deck analysis <br /> Comment#13: At the wood framed level,please provide a diaphragm analysis for the roof <br /> RESPONSE: Please see page#39 to 44 in calculation package submitted. <br /> Please feel free to call us with any questions or comments regarding the contents of this document.Thank you. <br /> Sincerely, <br /> £ 0 <br /> ir <br /> A <br /> :.pp ar ,V <br /> . . 251 +T 41, <br /> Marc David Stubbs,P.E., S.E. <br /> PSM Engineers <br /> Attachments: <br /> 1. Response to Structural review document by Mr.James Bronder <br /> 2. Signed and Sealed-Revised PSM Calculation report and structural drawing set <br /> 3. Special Inspection Reports. <br /> 2200 6r.0 AVENUE, #601 WIN w.PsM-F?vci:c.NI:u Rs.coM i :uo:NI 206622-4580 <br /> SEAITLE WASHHTNOTON 98121 USA FAX 206-622-0422 <br />