Report (5) Deno v►uce .3.3U-YIJJ
Geotechnical Office (503)601-8250
Carlson Testing, Inc. Eugene Office (541)345-0289
Salem Office (503)589-1252
• Tigard Office (503)684-3460
March 20, 2015 RECEIVED
Michael Kors
MAR 3 0 2015
1 Meadowlands Plaza CITY OF 1'IGARO
East Rutherford, NJ 07073 BUILDING DIVISION
Attn: Glenn Divincent
Re: Washington Square— Michael Kors—SP#G06 — Store Front
9620 SW Washington Sq. Rd. —Tigard, OR
Permit No. BUP2014-00259
NCL UPDATE
CTI received and reviewed email from Engineer of Record dated 03/20/15, which resolves NCL item #2 on the
Incompleted Items List (NCL). Please see the attached updated list for further details.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced,
except in full, without prior authorization from this office. Under all circumstances, the information contained in
this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this
report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or
rely upon the information contained in this document. If there are any further questions regarding this matter,
please do not hesitate to contact this office.
Sincerely,
CARLSON TESTING, INC.
ith R. G
Project Manager
KG/jk
Attachment
cc: Michael Kors — Glenn Divincent Glenn.divincent @michaelkors.com
City of Tigard Building Division —Walter 'Chip' Barnett
James Agresta (JA) Carpentry Inc—Will Chace Will.chace @jacarpentryinc.com
03-20-15 COV 11503500
Upd'd 04122111
•
Carlson Testing, Inc.
Incompleted Items List (NCL)
Mar 20,2015
T1503500.
Project Name: WASHINGTON SQUARE — MICHAEL KORS — SP#G06 — STORE FRONT
Project Address: 9620 SW WASHINGTON SQ RD TIGARD OR
Permit No: BUP2014-00259
P.O.No: Project Manager: KEITH R. GAUVIN
Item# Insp. Date Item Description Compliance CTI Sign-Off Corrected
1 JP 03/05/2015 NEED WELD PROCEDURE FOR REWELDING OF BASE PLATES. WELDS AT BASE PLATE J. PILAND 03/09/2015
GROUND OUT AND WELDED
WITH FCAW PROCESS.
2 JP 03/12/2015 (1) WELD COULD NOT BE ACCESSED AT SOUTHWEST ACCEPTABLE PER ENGINEER KEITH R. GAUVIN 03/20/2015
COLUMN TO 4'-8" LONG 4"X14" TUBE STEEL X 3/8" OF RECORD EMAIL DATED
BEAM CONNECTION SOUTH FLARE BEVEL VERTICAL WELD 03/20/15.
(NOT WELDED) . (OVERHEAD AND FLAT FILLETS AT
CONNECTION WERE INCREASED TO 1/2") NEED ENGINEER
OF RECORD APPROVAL. DETAIL 1/S201.
CC:MICHAEL KORS — GLENN DIVINCENT
CITY OF TIGARD BUILDING DIVISION — WALTER 'CHIP' BARNETT
JAMES AGRESTA (JA) CARPENTRY INC — WILL CHACE
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