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� <br /> f <br />� <br />� <br /> I <br />�'� <br />� <br /> Mr. ,Tamie G. Johuson 2/ 18/75 <br /> Inspection Supervisor Pagc 2 <br /> City of Everetl <br /> 7. S, T. R, did preparc its foundation plans for Scismic Zonc 3. <br /> 8. As we discussed, all piles are tied with grade beams or throu,�h <br /> the continuous wall structures. <br /> 9, Page 4 of the S. T. R. plans show the pile locations. <br /> 10. The four piles that will bear horizontal loads from the building <br /> �vill be tied with No. 8 rebar as we discussed. This is indicated <br /> on the rebar fabrication plans. <br /> 11. This comment must refer to the horizontal load ties. These splices <br /> will be enclosed in grade bcams and equipped with Class D splices <br /> as required. <br /> 12. As we discussed, the building has not been bid yet. The appropriatc <br /> calculation, will be forwarded to you after a bid has Ueen awarded. <br /> Therefore, we are not applying for final approval of the building <br /> structure at this time, <br /> I liave attached a complete list of the drawings that we have suUmitted to I <br /> you for this project. As we discussed, there zre �ome conflicts behveen <br /> what appears on the Dempster Standard Plans, and our site plans and Che <br /> S. T. R, plans. This is because we have modified the Dempster plans some- <br /> what to adapt them to this specific >iCe. Where conflicts do appear, our site <br /> plans and the S. T. R, plans gover.;. <br /> We recognize that the use of a standard set ot plans, which we adapted to <br /> the specific site by our site plans and th� S. T. R. plans, malces it diffi- <br /> cult to checic them for code a�>proval. Given lhe time cwistraints that tve <br /> are faci:�g, we appreciate your effort in �vorlcing with iis on this project. � <br /> Sinc _ y 1 <br /> C///� <br /> � <br /> od y G. Hans�n <br /> Director <br /> Solid Waste Division <br /> RGH:lclo <br /> Enc. <br /> f <br /> i <br />