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GEOT E S T I Oak '.SZ' <br /> Bellingham I Arlington Oak Harbor <br /> wvvw.geotest-inc.com <br /> RMA <br /> ADHESIVE ANCHOR INSPECTION REPORT <br /> PROJECT: ZAP Energy Bank A Shielding JOB#: 24-4077 <br /> ADDRESS: 5901 23rd Dr W, Everett, WA REPORT#: AA001 <br /> PERMIT#: B2410-026 DATE: 12/27/2024 <br /> CLIENT: Trico Companies PAGE#: 1 of 2 <br /> CONTRACTOR: Trico Companies INSPECTOR: JD Pattok <br /> Item(s) Inspected Location <br /> (A)Threaded Rod for Wall Hold-Downs(4) Wall Hold-Downs at Gridlines H/3.64 <br /> (B)Threaded Rod for Beam Hold-Down(1) Upper Beam Connection at Gridline J/4 <br /> Reference Drawing(s): Hold-Down Schedule, Detail 6/S310 <br /> Item(s) Inspected Comments <br /> Base Material Condition Sound Concrete <br /> Drill Bit Type ANSI Rotohammer <br /> Hole Diameter/Depth /� (A)3/4"by 4-1/2" (B)3/4"by 8-1/2" <br /> Hole Cleanliness Blown,Brushed,Blown <br /> Anchor Spacing/Edge Distance /� Per Plan <br /> Anchor Type Threaded Rod <br /> Anchor Diameter/Length (A)5/8"by 10" (B)5/8"by-17" <br /> Anchor Embedment (A)4-1/2" (B)8-1/2" <br /> Adhesive Type (A)Hilti HIT-RE 500 V3 (B)Hilti HIT-HY 200-A V3 <br /> Adhesive Expiration Date (A)02/2025 (B)08/2025 <br /> Adhesive ICC-ES Report [� (A)3814 (B)4868 <br /> Other ❑ <br /> The above items were conforming V Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on-site to provide a special inspection during the installation of <br /> epoxied threaded rods at the above locations. The threaded rod anchors were installed per the <br /> manufacturer's printed installation instructions and the noted details. GeoTest will return for <br /> further inspections and testing upon request. <br /> COPIES:bfox@rmacompanies.com,connorspahman@tricocompanies.com,jordanmeehan@tdcocompanies.com, Reviewed by <br /> raypotter@tricocompanies.com <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />