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GEOT E S T I Oak '.SZ' <br /> Bellingham�Arlington Oak Harbor <br /> www.geotest-inc.com <br /> rsma ; <br /> ADHESIVE ANCHOR INSPECTION REPORT <br /> PROJECT: Calvert JOB#: 23-2587 <br /> ADDRESS: 1102 Wetmore Ave, Everett, WA REPORT#: AA002 <br /> PERMIT#: B2210-027 DATE: 8/24/2023 <br /> CLIENT: C. West Construction PAGE#: 1 of 2 <br /> CONTRACTOR: C. West Construction INSPECTOR: Tim Martin <br /> Item(s) Inspected Location <br /> Anchor Bolts for Framed Wall Bottom Plates Garage Stem Walls <br /> Reference Drawing(s): #6 on S2.1 <br /> Item(s) Inspected Comments <br /> Base Material Condition Fully Cured Concrete,61°Dry <br /> Drill Bit Type Drilled Prior <br /> Hole Diameter/Depth /� 3/4",6" <br /> Hole Cleanliness Clean <br /> Anchor Spacing/Edge Distance /� 32",3-1/2" <br /> Anchor Type Threaded Rod <br /> Anchor Diameter/Length 5/8", 12" <br /> Anchor Embedment 6" <br /> Adhesive Type Simpson Set XP <br /> Adhesive Expiration Date 3-1-25 <br /> Adhesive ICC-ES Report [� 2508 <br /> Other ❑ <br /> The above items were conforming V Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on site as requested to inspect the installation of the above-epoxied <br /> anchor bolts. The anchor bolts were installed as recommended by the manufacturer's <br /> published instructions and were in conformance with the project's drawings. <br /> COPIES:bfox@rmacompanies.com,c.westconstruction@frontier.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />