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$ -I8aAssociates,lnc. <br />V*X�VX <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />WELDING INSPECTION <br />REPORT NO.: 09621171SSR041122-ZZ <br />DATE: 4/11/2022 CONTRACTOR: Shelter Holdings/Square Peg <br />PROJECT M 09621171 PERMIT M B1912-032 <br />PROJECT: Riverfront Bldg "U' INSPECTOR: Zelalem Zenhun <br />LOCATION: 3800 Riverfront Blvd, Everett, WA JURISDICTION: City of Everett <br />KA P.M.: Jeffrey S. Mercer WEATHER: Cloudy TEMP: 50's <br />STRUCTURAL STEEL <br />❑ FIELD ❑✓ SHOP WELDING VISUAL ❑ MATERIAL ID <br />nemisl inspected: <br />Inspected shop welded allthread-to-plate for rail bracket at wood framing, see below for details. <br />Location: <br />SQUARE PEG: 1930 MERRILL CREEK PKWY, EVERETT <br />2F90vur * 115 <br />welder qualification / certification verified for: <br />Position: <br />❑ <br />FLAT <br />❑ <br />VERTICAL <br />❑ <br />OVERHEAD <br />Process: <br />❑ <br />SMAW <br />❑ <br />FCAW <br />❑ <br />SAW <br />Weld Type: <br />0 <br />FILLET <br />❑ <br />C.P. <br />❑ <br />PLUG <br />Weld Size: <br />❑ <br />3116" <br />❑ <br />1/4" <br />❑ <br />3/8" <br />Codes: <br />❑✓ <br />AWS <br />❑ <br />AISC <br />❑ <br />ASME <br />`" I NOTES <br />DISCREPANCIES <br />VITALIY POPACH, W22698, JUL 1, 2022 <br />❑✓ HORIZONTAL ❑✓ Filler Metal: E71T <br />❑ GMAW ❑ Other: <br />❑ P.P. ❑ Other: <br />❑ 5/16" ❑ Other: <br />❑ IBC ❑ Other: <br />_100 % COMPLETE <br />Inspected fab welded connections of allthread to plate as per shop drawing J-0330-D-002, dated 10/12/2021. Are checked 20 <br />in total Rail Bracket Support Plates with welded allthreads at wood framing. RTABO certified welder deposited required <br />5/16" fillet welds on each allthread to plate using proper consumable and visually acceptable as per AWS D 1.1. Report#113 <br />dated 416/22 is now cleared. <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />S uperintendent/`Repfre tentative: <br />t <br />Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Structural Steel Report Effective 0510M019 <br />The infosuation provided on this report is prepared for lbe exclusive use ofthe client. This report may not be reproduced in say format without the written permission ofib. client and Krezan & Associates. Ibis report indirstm our inspectors observation and testing results based on site conditions and <br />cemactm aclivities. this infarratim is subject to review prim to final submittal. By signing this report, our inspector does not acept responsibility for validity efresults. Ttre same infomaativa has been provided by others on site. The test msuit apply only to the specific locations, and items imported or <br />tested <br />