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
'%ffl<raZan &Associate s, Inc. <br />Geotechnical Engineering *Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 5/10/2022 <br />PROJECT #: 09621171 <br />PROJECT: Riverfront Bldg B <br />LOCATION: Everret, WA <br />KA P.M.: <br />STRUCTURAL STEEL <br />WELDING INSPECTION <br />REPORT NO.: 09621171SSR051022-YK <br />CONTRACTOR: SHELTER <br />PERMIT #: B1912-032 <br />INSPECTOR: Young Kim <br />JURISDICTION: City Of Evereet <br />WEATHER: TEMP: <br />❑ FIELD r7i SHOP WELDING r7i VISUAL ❑ MATERIAL ID <br />Items) Inspected: <br />(1) HSS TO CONCRETE CONNECTION: 3/16" All-around Weld (2) HSS COLUMN TO BEAM CONNECTION: Vertical Flare <br />Bevel Groove Weld and 1/4" Top and Bottom Weld <br />Location: <br />Bldg. B - Lv1 North: M-Q/18, Q/17-23. Q-13/22, B/22-14 REPORT #120 <br />Welder qualification / certification verified for: <br />Position: <br />FLAT <br />✓ VERTICAL <br />Process: <br />SMAW <br />7 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 />✓I NOTES <br />OVERHEAD HORIZONTAL Filler Metal: <br />SAW GMAW Other: <br />PLUG P.P. Other: <br />3/8" 5/16" Other: <br />ASME IBC Other: <br />DISCREPANCIES <br />% COMPLETE <br />(razan and Associates, Inc. rep. arrived onsite as per requested. Visited to the office to review the details of the welding <br />nspection. Met the foreman of the welding, Eric, and performed visual inspection on the items above. All the items in <br />)ldg. B and have inspected thoroughly and it's all acceptable as per plan and AWS D1.1. The welding is still going on to <br />� a - <br />s <br />To the best of my knowledge, the a ve WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Represe a e: Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />StmeWral Steel Report <br />Effective 12/15YL020 <br />The mfomatiom P"vidod oo thisneat is pmpered for me esclusiveuce ofthe chmt This mput maynot bempD&a d in myfomal without the -iffm ppmissim ofthe client and Y" &Assodates. Thi rmpmindicatws inepeeto,aobsevetiovmdtenmgmmdsbeudamsitecovditioasaudeon"acm wRviies. <br />This mfomatim is mbjw tomvww priorto f Ambmi"al. Hysigdmgft rs p.t,omi",".darnotamgrtmepoe bil forvab&yofmuba. Thesameiofo�tiovhesbmpovidedbyodmmshe. The tal rmulls apply ovlymthe spaificlotxtioue am arms iaspadMorta[ed. <br />
The URL can be used to link to this page
Your browser does not support the video tag.