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GEOT E S T I Oak Hart <br /> Bellingham I Arlington Oak Harbor <br /> www.geotest-inc.com <br /> An MMA Company <br /> STRUCTURAL STEEL INSPECTION REPORT <br /> PROJECT: Baker View Logistics Center JOB#: 23-0217 <br /> ADDRESS: 1215 80th Street SW, Everett, WA REPORT#: SS025 <br /> PERMIT#: B2204-048 DATE: 3/7/2024 <br /> CLIENT: SMARTCAP Baker View Logistics Park, LLC PAGE#: 1 of 2 <br /> CONTRACTOR: Sierra Construction Company, Inc. INSPECTOR: Dan Weaver <br /> Type of Inspection: Visual Field Welding <br /> Item(s) Inspected Location <br /> Pin Pile To Collar Bracket Fillet Weld All Interior Piles From GL 15/D.9-F&F/14-15 Interior Of Building <br /> Reference Drawing(s): S1.0P&S2.OP <br /> W Reference Welders Comments <br /> E Inspection Code Certification Welders Name/Cert. No. <br /> L AWS D1.1 V/ IBC WABO Verified To Be Current And Applicable <br /> D AWS D1.3 AISC 360, N AWS-SMAW <br /> I AWS D1.4 AISC 341,J AWS-FCAW lif <br /> N AWS D1.8 IJ AWS-GMAW ❑ <br /> G Procedures lie <br /> B Reference <br /> Type Verification Method Comments <br /> O Inspection Code <br /> L IBC J ASTM A307 U Turn-of-Nut ❑ <br /> T AISC 360, N ASTM A325 ❑ Cal.Torque Wrench ❑ <br /> I ASTM A490 ❑ Snug-Tight o7 <br /> N DTI ❑ Other ❑ <br /> G Twist-Off ❑ <br /> The above items were conforming Qr Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was onsite as requested to perform visual weld special inspections of the <br /> welded connection between the pin pile and the footing bracket. All welds conformed to the <br /> visual acceptance criteria of Table 8.1 of AWS D1.1 and the approved structural plans. <br /> COPIES:BrianBR@thesmartcapgroup.com,JacobB@sierraind.com,jasonn@sierraind.com,Luis@thesmartcapgroup.com, Reviewed by <br /> markn@engineersnw.com,MitchK@sierraind.com,nolanv@sierraind.com,rkhan@everettwa.gov <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc.(03-12-24) <br />