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DAILY FIELD REPORT Inspection <br /> Date <br /> r AAR TESTING AND INSPECTION, INC. 09/30/2024 <br /> Report <br /> 7126 180th Ave NE, Suite C101, Redmond, WA 98052 1 425-881-5812 Number <br /> JAH093024C <br /> CLIENT INFORMATION PROJECT INFORMATION <br /> Contact Megan Andrews Project No. 24-620 <br /> Company Northwest Handling Systems Project Name Briotech BT Manufacturing (PO#01EA240626F) <br /> Address 1100 SW 7th St Address 1102 Shuksan Way Unit 1 <br /> City Renton City Everett <br /> Contractor Northwest Handling Permit No. B2407-024 <br /> INSPECTION TYPE(S) STRUCTURE(S) / LOCATION(S) <br /> O Proprietary Anchors - Mechanical pallet racks within GL A-D.5/1-3.5, and B-D.5/6-7 <br /> Weather Temperature (OF) Start Time End Time <br /> Sunny 61 01:00 PM 02:30 PM <br /> DRAWINGS/ DOCUMENTS REFERENCED <br /> rack design sheet 3, and ESR Report 4266 <br /> INSPECTION OBSERVATION / REMARKS <br /> As requested, I was on site to inspect the installation of Hilti 1/2"x5 1/2" KB-TZ2 wedge anchors into existing concrete at the above noted <br /> locations for the pallet racks within GL A-D.5/1-3.5, and B-D.5/6-7. When on site I reviewed the rack design sheet 3, and ESR Report 4266. <br /> I verified that the approved anchors were installed to the required embedment depth of 3 1/2"inches. <br /> I used a calibrated torque wrench to verify tightening torque on the anchor nuts and found that the nuts were tightened to at least 40 foot <br /> pounds. <br /> Work was performed per ESR Report 4266, manufacturer's directions and the project plans. <br /> Items inspected are in conformance with approved plans, specifications,and jurisdictional requirements <br /> Inspectors Signature Inspectors Name Report Date Reviewers Reviewed By Reviewed Date <br /> James Huggins 09/30/2024 Signature Teajalam (TJ) <br /> Gounden <br /> 5B3BC01F-44B3-434D-A790-8504523A7083 <br />