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� <br />Eve:ett Building Depart. ..it <br />Page Three <br />August 12, 1981 <br />1 <br />11. (New item); We are also submitting a detail (SK-3) of �he beam <br />support pilastet.that was used in lieu of Section 4, S-G. . We have ' <br />reviewed this detail and find it capable of carrying the design <br />loads. Enclosed is a calculation verifying this. <br />12. (New item); All pos[-tensioning [hat has been done and any future <br />work shall be checked by an inspection �gency. <br />As we have cta[ed above, we cannot respond to the adequacy of the concrete <br />due to improper placing a�d consolidation procedures. We will leave that <br />to someone �rtth extensive lmowledge of concrete and concrete placemen[. <br />We wi••.ild be happy, on the other hand, to be part of that decision making <br />process:and give what advice [hat we can. Please contact us for any <br />assis[ance you may require. <br />He have revieved only.Lhose 3tems which were Urought to our attention by <br />Cascade Testing and City Inspectors. We are not attesting to the general <br />- - - <br />condit3on of the rest oY the building. Please call iE e.e can be of furCher - <br />assistance.� ^ <br />Sincerely� <br />IIALLINGER, SMITH S CARSON <br />l/`h^"'�""� •', l.�i^/Irb"LN�-� `- <br />Arnold B, Carson, P.E. <br />ADC;kjf <br />� <br />cc: Miller/Ilull <br />Neil Eshleman IIuilding Co, <br />�: . <br />� _I <br />