HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-3-19
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Report of Inspection Services
Weldinq/Hiqh-Strenqth Boltinq
Client: Ms, Kristin Karle
St, Vincent de Paul
P.O, Box 24608
Eugene, Oregon 97402
Project:
The Royal Building
50iMain Street
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabrication
Meili Construction
Shop: ItI
Weather:
BP No.:
03-19-07
2067145
E-15756
C, Walpole
01040131
AWS CWI
Field: 0
Inside
COM2006-00624
Performed visual inspection on fabricated structural steel columns 20A and 20B, Completed welds were
checked for size, length, profile and location,
Fabricator was asked to notify our office when additional services are needed,
To the best of our knowledge, the work checked is in conformance with shop drawings and applicable
AWS 01,1 code, except if noted above,
Reviewed By:
Jti~
Structural Steel Supervisor
c: Meili Construction - Curt Melli (em ailed)
Meili Construction - Curt Dawson (emailed)
Bergsund Delaney Architecture & Planning (em ailed)
Hohbach-Lewin Structural Engineers - Vikki Bourcier (em ailed)
City of Springfield
DAW:jw
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RECEIVED
MAR 2 6 7007
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains 10 the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue' ColVallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road, EUgene, Oregon 97402, phone (541) 684-3849, fax (541)684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4646