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OATE: <br />T�: <br />PROJECT: <br />ARCHITECT: <br />ENGINEER: <br />041NER: <br />COiJTP,ACTOR: <br />SPECIAL Ii�SPECTI0t1� <br />CITY Of EVERFTT �UILDING UEPART�IENT <br />February 3, 1982 <br />Cascadc Testing L�toratory Inc. <br />3�16 Evcr.ett Avenue <br />P•.verett, Wa. 9E2201 <br />Paper S4arehouse Corp. <br />Loren 47. Davi , <br />Paper �9arehouse Corp. <br />C.A. Spencer Const <br />CITV OF <br />e�ve re �t <br />-- ��rr ����� • at�,�,�,; <br />ev[nEt�. rrns�uucron <br />— — or,: �: i <br />msvcclior� nF.r•.mi�rrt <br />Yle nave been notified by the Architect/Enaineer/OH:ner that you have been <br />authorized to act as Special Inspector for the re`erenced project in <br />accordance �vith the provisions of the Uniform Building Code, nermit docu- <br />ments and special inspection requirements. Failure to coinply vrith the <br />above requirements may be cause for revocation nf this authority. <br />The following designated items require s�ecial insnections in compliance <br />�•�ith Sectiori 306(a) of the Uniform Quilding Code. <br />�� <br />� <br />� 2 <br />COPlCRETE: L'uring the ta{;ing of test specimens and nl�cin9 of <br />all rei��forced concrete and pneumatically placed concrete. <br />DUCTILE IaOP'EPIT-P.ESISTIi�G CONCRETE FRAP'E: Continuous inspectioi <br />of the p'acement of the rein`orcement and concrete. <br />�� 3. 2EINFORCING STEEL AND PRES7RESSIMG STEEL: <br />A. Durinc all stressing and grouting of prestressed sencrete. <br />6. During placing of reir�forciny steel, placina of tendons <br />and prestressine steel for all concrete required to have <br />special inspection b� Item No. 1. <br />� 4. l�lELDING: <br />A. Ductile mr,��cr�t.-resisting steel frames as required by <br />Section 272" �.) �f the Uniform Quildin, Code. <br />6. All struct�r;.l ���eldin9, inrluding o-ieldine of reinforcinn <br />steel. <br />� 5. HIG'r1 STRE?l,�TH oOLii�1G: Durin9 all bolt inst�liations and ti�h- <br />tenina op�rati ns. <br />