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=®'aZ�111 &Associates, Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 6/23/2022 <br />PROJECT #: 09621171 <br />PROJECT: 3810 RIVERFRONT <br />LOCATION: 3810 RIVERFRONT BLVD. - EVERETT, WA <br />KA P.M.: <br />STRUCTURAL STEEL <br />WELDING INSPECTION <br />REPORT NO.: DRM <br />CONTRACTOR: SHELTER HOLDINGS <br />PERMIT* B1912-032 <br />INSPECTOR: DENNIS R MONROE <br />JURISDICTION: CITY OF EVERETT <br />WEATHER: CLEAR TEMP: 63F <br />❑ FIELD ❑✓ SHOP WELDING ❑ VISUAL ❑ MATERIAL ID <br />Item(s) Inspected: <br />Report# 128 WELDING OF OVERHEAD GUSSET PLATES AT TOP OF 5"X5" TS POSTS AND HORIZONTAL 5"X5rr, 5"x6", & <br />5r'x10" TS HEADER WELDS AT WEST, EAST, & SOUTH BLDG.B, 1 ST FLOOR PERIMETER WALLS. <br />Location: <br />3810 RIVERFRONT BLVD / EVERETT, WA <br />Welder qualification / certification verified for: <br />Position: <br />Process: <br />Weld Type: <br />Weld Size: <br />Codes: <br />NOTES <br />✓ <br />✓ <br />✓ <br />✓ <br />FLAT <br />SMAW <br />FILLET <br />3/16" <br />AWS <br />✓ <br />Vl <br />VERTICAL ✓ OVERHEAD <br />FCAW SAW <br />C.P. PLUG <br />1/4" 3/8" <br />AISC ASME <br />DISCREPANCIES <br />7 HORIZONTAL <br />GMAW <br />P.P. <br />5/16" <br />IBC <br />Filler Metal: <br />Other: <br />Other: <br />Other: <br />Other: <br />100 % COMPLETE <br />EVIEW OF WELDS COMPLETED FOR INSTALLATION OF STEEL GUSSET PLATES, POST, AND HEADER FRAMING LOCATED AT THE <br />'EST, EAST, AND SOUTH EXTERIOR IST FLOOR WALLS OF BLDG. B WAS PERFORMED TODAY. (2EA) GUSSET PLATES HAVE BEEN <br />'ELDED TO EMBED PLATES AT THE BOTTOM OF OVERHEAD CONCRETE SLAB TO CONNECT TOP OF 5"X5" T.S. POSTS. A TOTAL OF <br />;OEA) GUSSETS HAVE BEEN WELDED TO EMBEDS ALONG THE EAST EXTERIOR WALL, (8EA) GUSSETS ALONG THE SOUTH EXTERIOR <br />'ALL, AND (52EA) GUSSETS ALONG THE WEST EXTERIOR WALL AS PER DRAWING 2/S8.12. <br />-IORIZONTAL 5"X5", 6"X5", & 10"X5" TS HEADERS HAVE BEEN INSTALLED BETWEEN 5"X5" POSTS, AND EACH END WELDED 4 SIDES <br />10 POST PER DRAWING 7/S8.12B. (23EA) HORIZONTAL TS HEADERS ARE IN PLACE ALONG THE EAST EXTERIOR WALL, (4EA) ALONG <br />IHE SOUTH EXTERIOR WALI, & (12EA) ALONG THE WEST EXTERIOR WALL. NOTE: OUTSIDE FACING VERTICAL WELDS ARE <br />INCOMPLETE AT EACH END OF TS HEADER CONNECTION AT 6 WEST WALL LOCATIONS. ALSO, MISALIGNMENT OF TS POST TO <br />BASE PLATE AT GRID 1, D.3 ALLOWS FOR WELDING OF POST TO PLATE ON 3 SIDES ONLY; AN RFI IS PENDING RECEIPT FOR <br />FHIS CONDITION. <br />-RAMING SIZE, SPACING, AND LOCATION WAS NOT VERIFIED AS PART OF THIS INSPECTION. EXCEPT AS OTHERWISE INDICATED <br />IBOVE, ALL WELDS INSPECTED TODAY WERE FOUND TO BE COMPLETE AND AS REQUIRED BY THE APPROVED CONTRACT <br />)RAWINGS AND AWSD1.1. DISCREPANCIES NOTED WERE RELAYED TO JP — FOREMAN FOR GENERAL CONTRACTOR. <br />1 <br />To the best of my knowledge, the abrve WAS 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 />Structural Steel Report <br />ERectivc 12/I5/21720 <br />l'he infnrmstian provided en this mport is prepared for the s, Iusiw use offs, client. This report may not be reproduced in any formal without the wihen pe—issi.n oflhe client and Krum &Associates. This mpmt indiesles our inspsmrs observation and testing results based on site eandilions wed contractor sclivitws. <br />This information is subject to review prior to foal submittal. By signing this ep d, our inspeet,,,im not accept responsibility for validity afnemits. The same infOnwtion has been provided by others on site. The test results apply only to the speeifc leeslion, and items inspected orlevtrd. <br />