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� <br />o ���Il�o QQ <br />��nt���`� <br />l� <br />��Q� o� � <br />August 12, ,�R1 <br />Everett Building Department <br />City Hall <br />Everett, WA 98201 <br />Subject: Seaprop Corporation Warehouse <br />7720 Hardison Road <br />Dear Pir. Callahan: <br />34�—',�=�`�1 <br />;�`nc ;c;,+ ��itki4� <br />; <br />:� i�ki:7� i? Z'. S..' i�:� <br />•;` <br />We have reviewed the deficiencies noted in the Cascade Field Reports that you , <br />menticned in your letter dated August 10, 1981. The following is our response <br />to the items that we can help with. The numbering corresponds to your letter's <br />numbered items. � - <br />1. Other than Cascade's Field Reports, we have no way of verifying whether the <br />Yeinforcing in the uninspected panels and pilas[ers mentioned in the reports <br />is place�d=correcEly.--'Phe rel�or[s indicate that mos[ wall pane s were place <br />'correctly and, in at least one case, the pilasters seemed to be placed <br />properly when viewed from the top of the form. 'Phe lower level pilasters , <br />on Grid 7 are presently carrying the major portion of the load which they <br />will Ue required to carry. If there_are no visible signs of distress, they <br />may Ue satisFactory if it can Ue verified by someone that somie of the other <br />-- --- -- - _.. <br />pilasters were built correc[ly. <br />2. Concrete strength, when.waeer was added to the.panels, cannot be _ <br />evaluated by us. Possibly in-place testing can be employed to satisfy_ .. <br />stre�gth requirements. The s1aU_dowels,in_the_6"__thick_panel section <br />which were placed vithout hooks are, in this case, relatively unimportant <br />anii are approve� as_straight bars. <br />3. Concrete proUleros tha[ may have arisen from 2 hour old concrete or re- <br />viUra[ion cannot be evaluated Uy us. . <br />4. a) Report No. 34467 stated that U9 and f18 bars werc placed on opposite <br />sides as required Uy the drawings. The area mentioned (cacsterly <br />10 feet of wall footing st:irtinS at Srid lines 7 and M") should l�ave <br />had (3) GS on each face, so we question whceher the report is,correct <br />in i[s comment. We will need this to be clarified before we can <br />address this problem. <br />b) Gene Hunter stated that the footings in question (Grid 8, II-M) were <br />5'-6" sq. and contained (8) il4 :C 4�-O�� E.W. and not the (6) If4 as <br />stated. We huve checked this footing and find it to be satisfactory. <br />901 Teririnal Sales Buiiding • Seattie, Wasiiing[on 9810� • Tel. (206) 622-9296 <br />� <br />� <br />