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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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����M &Associates, Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 7/14/2023 <br />PROJECT #: 09 221171 <br />PROJECT: Riverfront Bldg B Report# 148 <br />LOCATION: 3810 Riverfront Blvd <br />KA P.M.: JSM <br />WELDING INSPECTION <br />REPORT NO.: 09621171SSR071423-IV <br />CONTRACTOR: <br />Blue Star Welding <br />PERMIT #: <br />B1912-032 <br />INSPECTOR: <br />Itiaj Vahora <br />JURISDICTION: <br />City of Everett <br />WEATHER: <br />Sunny TEMP: 75 ° <br />STRUCTURAL STEEL <br />❑ FIELD ❑✓ SHOP WELDING ❑✓ VISUAL n MATERIAL 1D <br />Item(s) Inspected: <br />Canopy Frames (4)- 131, B4, B7, B8 <br />Location: <br />6059 Guide Meridian, Bellingham WA <br />VVCIUM liudllllcauon / Cerflncation vernled tor: <br />Position: <br />FLAT <br />✓ <br />VERTICAL <br />Process: <br />SMAW <br />✓ <br />FCAW <br />Weld Type: <br />✓ <br />FILLET <br />C.P. <br />Weld Size: <br />✓ <br />3/16° <br />1/4" <br />Codes: <br />✓ <br />AWS <br />AISC <br />NOTES <br />on file <br />OVERHEAD 1 ✓ HORIZONTAL Filler Metal: <br />SAW GMAW Other: <br />PLUG P.P. Other: <br />3/8" 5116" Other: <br />ASME IBC Other: <br />DISCREPANCIES <br />100 % COMPLETE <br />site per request for post weld visual welding inspection. Verified welds for size and location per shop details and AWS D1.1 <br />uirement. <br />I otal 4 items inspected upon completion. <br />To the best of my kn w dge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintenden r sentative: Technician: <br />I <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Shimlural Slwl Report <br />ElTccticc 12/15/2020 <br />'I'Ite uttirrmalion provided °n Ihia repnn is prepared fir the eselaniv,, use of the eln,,n fhis report may not M rcltmdued in an, limnal tvithnu! the n ritten pennissien ol7he elipu and Kraixn k Assov;iales. This rc urt indieales ovr ins etlore observulio 'fIisinl'nnnalio t is auhjccl w rcvicu prior to final.suhnind, I3y'si this rc I. our ins p P nand lcsling resulla hascd°n silt conditions and conlrachn activilica. going por pwlor Jocsnnlacecpt respmrsibilil�li,r ealidily of resull.s.'I'hcsnmcinlimn:ninn ha.vl,cen provided by ulhcrsnn silt."1'Itelcsl resullsapplinnlylo lhcs�•ilic letoations.nnJ itcn,s''ms�1cd nr lcslcd. <br />
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