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3810 RIVERFRONT BLVD BLDG B 2025-10-27
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3810 RIVERFRONT BLVD BLDG B 2025-10-27
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Last modified
10/27/2025 10:21:17 AM
Creation date
7/31/2025 10:20:58 AM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3810
Tenant Name
BLDG B
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�uKrazan&Associ ate s, Inc. <br />Geotechnical Engineering a Environmental Engineering <br />Construction Testing and Inspection <br />WELDING INSPECTION <br />REPORT NO.: 09621171SSR040622-IV <br />DATE: 4/6/2022 CONTRACTOR: Shelter Holdings <br />PROJECT #:'09621171 PERMIT #: 919 22-032 <br />PROJECT: Riverfront Bldg B INSPECTOR: Itiaj Vahora <br />LOCATION: 3810 Riverfront Blvd JURISDICTION: City of Everett <br />KA P.M.: JSM WEATHER: Sunny TEMP: 36 ° <br />STRUCTURAL STEEL <br />❑ FIELD r7.1 SHOP WELDING ❑ VISUAL ❑ MATERIALID <br />Items) Inspected: <br />Report #113 Rail Bracket support plates <br />Location: <br />SquarePeg @1930 Merrill Creek Pkwy, Everett WA <br />vvcwGt yuannoaiton f ceruTication vennea Tor: <br />Position: <br />FLAT <br />VERTICAL <br />Process: <br />SMAW <br />✓ FCAW <br />Weld Type: <br />✓ FILLET <br />C.P. <br />Weld Size: <br />3/16" <br />114" <br />Codes: <br />AWS <br />AISC <br />NOTES <br />on file <br />OVERHEAD HORIZONTAL Filler Metal: <br />SAW GMAW Other: <br />PLUG P.P. Other: <br />3/8" ✓ 5/16" Other: <br />ASME IBC Other: <br />DISCREPANCIES <br />0 % COMPLETE <br />,n site per request for visual weld inspection of elevator shaft embedment plates. <br />ontractor attached fully threaded 3/4" diameter stud, relocation requested for proper fit as shown. <br />'eld after reattachment of stud found to be under size fillet. r uires reinspection upon completion. <br />Nit <br />To the best of my knowledge, the 16, <br />WAS NOT performed In accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Represen Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Strucuual Steel Report <br />Effective 12115/2020 <br />The mf tion providedw this repot is pwpared fb, the ewlusiw umafthectieot. Tl it report may—be,epmau-1 mmy m,mat witLout the writtmPenteicsion ofthe client end iG�&As""alm. Thisft" maimtes ourmapumrs Ob—etiou ad testing eenft bated on sitem°diti"vs and aonhectorectivitks. Tbnmfn,omtlonissubJ ttomicwprimto5mtmhmittal Bysignmg thu oepoM o-inspeetor don not accept recpovs*W4 forvalidity oftemtts. Thee infon timhasb mpmvidadbyothmmdte. TLetestmsvNs at4ty odYto We epe�ifictastims,®a$®s msPneted orteated. <br />
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