My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3810 RIVERFRONT BLVD BLDG B 2025-10-27
>
Address Records
>
RIVERFRONT BLVD
>
3810
>
BLDG B
>
3810 RIVERFRONT BLVD BLDG B 2025-10-27
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/27/2025 10:21:17 AM
Creation date
7/31/2025 10:20:58 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3810
Tenant Name
BLDG B
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
544
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
_-'_KJ-a.Zal &Associates, Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 10/19/2022 <br />PROJECT* 09621171 <br />PROJECT: RIVERFRONT BLDG. B REPORT #138 <br />LOCATION: 3810 RIVERFRONT BLVD. <br />KA P.M.: <br />STRUCTURAL STEEL <br />WELDING INSPECTION ---- <br />REPORT NO.: COE <br />CONTRACTOR: SHELTER HOLDINGS <br />PERMIT M B1912-032 <br />INSPECTOR: DENNIS MONROE <br />JURISDICTION: CITY OF EVERETT <br />WEATHER: CLEAR TEMP: 70F <br />FFIELD ❑ SHOP WELDING ❑ VISUAL ❑ MATERIAL ID <br />Item(s) Inspected: <br />WALL SPACER AT CANOPY STRUTS - BLDG, B <br />Location: <br />SQUARE PEG FABRICATION 1900 MERRILL CREEK PKWY / 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 />VERTICAL <br />FCAW <br />C.P. <br />1/41I <br />AISC <br />✓ <br />OVERHEAD <br />SAW <br />PLUG <br />3/8" <br />ASME <br />✓ <br />HORIZONTAL <br />GMAW <br />P.P. <br />5116" <br />IBC <br />Filler Metal: <br />Other: <br />Other: <br />Other: <br />Other: <br />,/ <br />✓ <br />7 <br />DISCREPANCIES <br />100 % COMPLETE <br />J-SITE TODAY TO REVIEW COMPLETED WELDING FOR ATTACHMENT OF HSS 6"sq. & 7"sq. <br />existing tube steel framing up exterior walls of building B, along a grid lines "A" and "R"; also along the North end <br />South end of grld line 23. It was determined that welding of TS spacer struts to existing wall framing at these <br />cations is as required by detail drawing 19 / S8.1213, and is in compliance with AWS D1.1 for finish size and quality. <br />To the best of my knowledg , the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Repre ative: 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 Elfbetive 12/15/2020 <br />The inlimnotion provided on this report is prepsred for the exclusiw use ofth,client. This report may not be rcprodncod in anyfomtat without Itocannon permission ofthe client and K—& Assooinles. This report indicates my inspectors otrvnlion and wsliog re soles basod on sire conditions and—onsoor aclivilies. <br />This infomintian is subject to review prior to final submittal. By signing this report, our inspeomr dow not accept msponsibiliq, for validity of results. The same infomrstion has hcen provided by others nn dto. The test results applY only to the sped tic Iooalions. and items inspecood or Icsl d. <br />
The URL can be used to link to this page
Your browser does not support the video tag.