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W-Z�r <br />lrazan &Associates,Inc. <br />Geotechnical Engineering a Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 7/1/2022 <br />PROJECT #: 09621171 <br />PROJECT: RIVERFRONT BLD B Report# 129 <br />LOCATION: 3810 RIVERFRONT BLD B <br />KA P.M.: JEFF MERCER <br />WELDING INSPECTION <br />REPORT NO.: 09621171SSR070122-YK <br />CONTRACTOR: SHELTER <br />PERMIT #: B1912-032 <br />INSPECTOR: Young Kim <br />JURISDICTION: EVERETT <br />WEATHER: CLOUDY TEMP: 57 ° <br />STRUCTURAL STEEL <br />FIELD ❑ SHOP WELDING VISUAL ❑ MATERIAL ID <br />Item{s Inspected: <br />1. Beam Joint Connection Fit -up : 3G(Groove Vertival) Weld with Ceramic Weld Backing - CP, 2. Top of Beam 1/4" All-around <br />3. HSS/W-Section Beam Connection <br />Location: <br />Bldg B South: D.5/1-7 , K-D.5/1 , K/1-7 <br />vvewer quaiincanon i cenmcanon ventied tor: <br />Walker Nelson - W22886 Jul 1,2023 <br />Position: <br />FLAT <br />✓ <br />VERTICAL <br />OVERHEAD <br />HORIZONTAL <br />Filler Metal: <br />Process: <br />✓ <br />SMAW <br />FCAW <br />SAW <br />GMAW <br />Other: <br />Weld Type: <br />✓ <br />FILLET <br />7 <br />C.P. <br />PLUG <br />P.P. <br />Other: <br />Weld Size: <br />3/16" <br />7 <br />1/4" <br />3/8" <br />5/16" <br />✓ <br />Other: CP 3G <br />Codes: <br />✓ <br />AWS <br />AISC <br />ASME L_jIBC <br />Other: <br />NOTES <br />DISCREPANCIES <br />% COMPLETE <br />rii/an and Associates, Inc. rep. arrived onsite as per requested. Met the foreman of weld on the site. Reviewed the welding details <br />Ind went to the items to inspect. Performed visual inspection on the items above and it's inspected thoroughly and all the welds are <br />Acceptable as per plan and AWS D1.1. <br />-- - - <br />/it r# r <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Represe tive: Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Structural Seel Report <br />Efftaive 12/15/2020 <br />lhis iufatmatienssyub)�aY to mvievpriorm Final mbmittalofthe client. 73is mpM maynot 6e mpmduced'm any lmmat whhout thewdtlm permission ofWecti®t and Kremn&Assacieles. This mpmt iodimtm om mapedom oba atim mdtestmg msuhe based m she conditions epdwnpacloreclivities. <br />gthisrepon.ourmspmordoesnotacmptreWomPAtyfwwhdityofmsuhs, Thessmemfoe timhube mvidedby,thmmsite. ThetasrwAuspplymlytotheapurficlomtiom,mditemsmspmWmtested <br />