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
"�aZM &Associates, Inc. <br />Geotechnical Engineering a Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 10/18/2022 <br />PROJECT* 09621171 <br />PROJECT: RIVERFRONT BLDG. A <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 #: B1912-032 <br />INSPECTOR: DENNIS MONROE <br />JURISDICTION: CITY OF EVERETT <br />WEATHER: CLEAR TEMP: 72F <br />❑✓ FIELD ❑ SHOP WELDING ❑ VISUAL ❑ MATERIAL ID <br />Item(s) Inspected: <br />HSS 8"X4" SPREADER BEAM WELDS AT BLDG. A ELEVATOR SHAFT <br />Location: <br />SQUARE PEG FABRICATION 1900 MERRILL CREEK PKWY / EVERETT, WA <br />Welder qualification / certification verified for: <br />Position: <br />✓ FLAT <br />✓ VERTICAL ✓ OVERHEAD <br />✓ HORIZONTAL <br />Filler Metal: <br />Process: <br />SMAW <br />FCAW SAW <br />GMAW <br />Other: <br />Weld Type: <br />✓ FILLET <br />C.P. PLUG <br />P.P. <br />Other: <br />Weld Size: <br />7 3/16" <br />1/4" 3/8" <br />6/16" <br />Other: <br />Codes: <br />AWS <br />AISC ASME <br />✓ IBC <br />Other: <br />El NOTES <br />1:1DISCREPANCIES <br />100 % COMPLETE <br />N-SITE TODAY TO REVIEW INSTALL WELDING FOR HSS 8" X 4" SPREADER BEAM TS AT BLDG. "A" <br />LEVATOR SHAFT. HSS TS SPREADER BEAM IS WELDED AT EACH END TO %" MOUNTING PLATES <br />NCHORED INTO WALL FRAMING AT EACH FLOOR OF THE ELEVATOR SHAFT. REF. ELEVATOR DETAIL <br />RAWING SHEET 58.01 AND ENGINEER RFI REQUIRING MIN (2EA) 3/16" VERTICAL FILLETS PER <br />ONNECTION. REVIEW OF SPREADER BEAM WELDS LOCATED AT THE ELEVATOR PIT AND EACH FLOOR <br />THRU 6 OF BLDG. "A", DETERMINED SPREADER BEAM WELDS MEET THE ENGINEER DRAWING <br />EQUIREMENTS; IN COMPLIANCE WITH AWS D1.1 FOR FINISH WELD SIZE AND PROFILE. <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Representative: 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 Effective 12/15/2020 <br />ThemfmmetianpovWW-thivrepcvtupreperedfwtle.—uov —.fthecti®t.ni,mpm[m ynabe,crm&,mdmanyf twhhoutthe�eopamisaimoflbediau .dK—&A .dales. This,.portmdint.—W pe onobsecvetionandtwlmg—e h.b..d on 0. a.&i— and contra .etiviti- <br />This mfommti.n is subjeot to review pie, to final submittal. Ayslg"mg this mood, am i"sp=W does not accept possibility fo,validity ofresvh& The same mf ton has been pm idM by othms on site. The test se b applyonly to the epees[ loadions, end hems asp.lWd.,tWed <br />
The URL can be used to link to this page
Your browser does not support the video tag.