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� <br />� <br />P}20JECT: <br />�;1.��:I i`Y��,�'.�r-=f.`G�S��= <br />C�G OTG 5►T 2a611 67th Ave. NE. Unit A. Arling(on, WA 9f3223 ��„ r���t���� 1 <br />phone: (360) 733.7318 toil free: (889) 251.5276 (ax: (380) 733.7418 <br />�v <br />ADHESIVE ANCHOR INSPECTIC)N REPORT <br />Fire Department Warehouse JOB #: 15-0538 <br />ADDRESS: 2817 Oakes Avenue, Everett, WA <br />PFRnn�T #: B1502-014 J�_ <br />CLIENT: City of Everett <br />CONTRACTOR: Rod McConkey Construction <br />Ins <br />2 51B' Diameter Ali Thread Rods <br />Reference Drawing(s): Detail 11 on Sheef A6 <br />Item(s) Inspected <br />Base Material Condition <br />Drill Bit Type <br />Hole Diameter/Depth <br />Hole Cieanliness <br />Anchor Spacing/Edge Distance <br />AnchorType <br />Anchor DiameterlLength <br />Anchor Embedment <br />Adhesive Type <br />Adhesive Expiration Date <br />Adhesive ICC-ES Report <br />Other <br />The above items were conforming <br />REPORT #: AAQ01 <br />DATE: 8/27/2015 <br />PAGE #: 1 of 2 <br />INSPECTOR: Kevin Richardson <br />Location <br />Post Base to Wall Connecfion at 1/C.5 8 2IC.5 <br />Comments <br />� Sound Concrete <br />� Holes Drilled Prior to Arrival <br />� 3/4" / S"+ <br />� Holes Cleaned Prior to Arrival - GTS Verified Cleanliness <br />� NlA <br />�' 5/8" Diameter All Thread <br />� 5/8" / 12„ <br />� g^+ <br />� Simpson Set-XP <br />y� 4115117 <br />I� ESR 2508 <br />❑ � <br />� Nonconforming Items (see below) <br />Comments: GeoTest was on site as requested to perform special inspection for two all thread <br />rods installed into the existing concrete floor at the locations mentioned above_ The installation <br />was found to conform with detail 11 on sheet A6 and the manufacturer's published installation <br />instructions. See photos on page 2 of the anchors after installation. <br />COPIES: City oI Everett <br />This report shall not be reproduced excopt in full, without the wrillen approval of GeoTest Services, Inc. <br />. s�-- <br />Reviewed by <br />�3 <br />