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_ ���1 <br /> �� <br /> ; <br /> , � <br /> ��q �, �r r� . <br /> Q � , r__..----.. <br /> '�'ECIr1L INSPFCTIONS ; C`i i'i�,:i. <br /> .,;'�':t• <br /> � � CITV CF EVERETT BUILDIhC CEPARTNFNT "��`'' �''•� ' <br /> � ,i�� . <br /> ��� DA7E: � Hay 11, 1989 ��� ,�•;,�J <br /> �� TG: Cascade Testing Lab `� <br /> �� Attni Demia Steck " <br /> � 12919 N.E. 126th Place ' <br /> �• Klrkland� kA <br /> H <br /> PRNECT: Everett Soccer Uare <br /> �+' PRp1ITECT: Haivey Dotld <br /> � E1�GII�ERs . . . <br /> DwNER: Nelter SchRetzer <br /> �� CCNTAACTCR: Helvy Cosp. <br /> , ke have F.ee� notified by the.ArchiteCt/Ertqineer/L\rner that yeur firm has Ceen <br /> selected to ect es Special Inapector tor the reterenced prolect in accortlance <br /> Nith the provisions of the 19C8 Edition of the lhifolm Ou1lCing CoCe� permit <br /> docunents and apeclel ln�pectien reGuirements. <br /> Fei:ure to ccnply vlth thesP requirements or to utilize qualified personnel <br /> may be cause for revccation of this authority. <br /> The tollowing designated 1tcr.0 reouire s�.+ecial Snepection in rnmpllence with <br /> j�� Sectlon 306(e) of the Uniforia euilding CoCe. <br /> X 1. CONCAETC: Ouring the taking of test 6pEC1R�ff18 antl placinq ot all <br /> re orced concrete and pneumatically placed ccncrete. <br /> I `-�1 , 2. OUCTILE MOh£MT-RESISTI� CGA�CFETE FFtAME: Contimuus ir.spect:on of <br /> � p acemen o t re n ortemen en conCrete. <br /> � X 3. RE1NF'GALING STEEL AI.O PF?ESTRESSShG ,;TEEL: <br /> I �-� . r r.p a s ress ng arxJ prout ng o prestressetl Concrete. <br /> 8. Durirtg placlnp of reinforcing steel, placing pf tendona <br /> anA prestressing steel for all ccncretr reaiired to hnve <br /> special ins�xction cy '[tem hb. 1. <br /> � ' <br /> ��� X 4. NELDIt�GO <br /> �ctile mar.ent-rnsisting ateel frenes as required try <br /> Section 2722(f) of tho Lhiform Building Code. ' <br /> , E3. All structural relding, including relcsing of reinforcing steel. ' <br /> r� � <br /> X S. 1lICH STRENGTH Bq.TING: During all Golt installatiuns Pnd <br /> '� g en np cpera ena. <br /> �L��l <br /> i <br /> i <br />