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ddKrazari&Associ ate s, Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 12/8/2021 <br />PROJECT #: 09621171 <br />PROJECT: 3810 RIVERFRONT - REPORT *54 <br />LOCATION: 3810 RIVERFRONT BLVD. - EVERE I F, WA <br />KA P.M.: JSM <br />STRUCTURAL STEEL <br />WELDING INSPECTION <br />REPORT NO.: DRM <br />CONTRACTOR: SHELTER HOLDINGS <br />PERMIT #: B1912-032 <br />INSPECTOR: DENNIS R MONR EE <br />JURISDICTION: <br />WEATHER: CLEAR/COOL TEMP: 43F <br />❑ FIELD [71 SHOP WELDING ❑ VISUAL ❑ MATERIAL ID <br />Item(s) Inspected: <br />STRUCTURAL WELD FABRICATION OF IN -BED PLATE ASSY.S <br />�EPDXT *708q <br />Location: <br />SQUARE PEG FABRICATION <br />"clue, yuanucauon f oermicaSlOn vennea tor: <br />Position: <br />✓ <br />FLAT <br />VERTICAL <br />OVERHEAD <br />HORIZONTAL <br />Filler Metal: <br />Process: <br />SMAW <br />,/ <br />FCAW <br />SAW <br />GMAW <br />Other: <br />Weld Type: <br />✓ <br />FILLET <br />C.P. <br />PLUG <br />P.P. <br />Other: <br />Weld Size: <br />✓ <br />3/16" <br />1/4" <br />3/8" <br />5/16" <br />Other: <br />Codes: <br />✓ <br />AWS <br />AISC <br />ASME <br />i IBC <br />Other: <br />✓ I NOTES <br />DISCREPANCIES <br />% COMPLETE <br />EG RICATION. VERIFIED WELDER QUALIFICATION TO WABO JURISDICTIONAL REQUIREMENTS <br />DR LIMITED THICKNESS ALL POSITION WELDING OF AWS A5.20 FCAW PROCESS. WRITTEN WELDING <br />ROCEDURE SPECIFICATIONS WERE REVIEWED BUT NOT CONFIRMED AS FILLET WELDING WAS <br />OMPLETE UPON ARRIVAL. PERFORMED MAGNETIC PARTICLE VISUAL INSPECTION ON 3/16" FILLET <br />'ELDS (4 PER ASSEMBLY) AS SHOWN ON SHOP DRAWING J0332-DO54 (SEE ALSO STRUCTURAL <br />RAWING S3.01B (D3)). ALL WELDS REVIEWED THIS DAY WERE FOUND TO BE IN COMPLIANCE WITH <br />PPROVED SHOP DRAWINGS AND AS REQUIRED BY AWSD1.1 FOR WELD QUALITY AND <br />IT TESTING PERFORMED USING; <br />IT YOKE: CONTOUR PROBE <br />MODEL DA-400 / AC CURRENT <br />" PROBE SPACING / ENERGIZED AT 90 DEGREE CONTACT POINTS <br />)RY IRON POWDER <br />MAGNETIC STRENGTH CONFIRMED BY LIFTING 10# TEST PLATE WHILE PROBE ENERGIZED <br />To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Representat' Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Sductural steel Report <br />Effective 12/15/2020 <br />Theinfotmatlwpovided m ft repon ispetaeW forth—lusimeaeoftheclimt. Tbistep,nmaynot be,epodumdmauyfotmatwithowthewriace petmimim oftheclicet aed&seen&Assoaens. 7Lisreport indcato an mspegms obacreatim ancitering neeftbased ousitc nditionauticeetredmapivi ies. <br />Ibis information is subject to review prim tof lmbmhW By signing this mpon,om!Vmtw does notaccept mpoes,Hiy forvalidityofecauffi. The —iufotmetiw has been povided by others oo site. The teat -Wet apply .1yto theapeci5c lowtices, and hema;n,.cW ortested. <br />