Report (8) Bend Office (541)330-9155
Geotechnical Office (503)601-8250
Carlson Testing, Inc. Eugene Office
Salem Office (541)345-0289
(503)589-1252
Tigard Office (503)684-3460
Special Inspection
FINAL SUMMARY LETTER RECEIVE!)
Date: November 14, 2014
Job#: T1309616.B
NOV 2 0 2014
City of Tigard CITY OF TIGARD
13125 SW Hall Blvd BUILDING DIVISION
Tigard, OR 97223-8199
Attn: Building Division
Re: Project Name: The Adrienne—Mixed Use— Building
Address: • •-- -•- —Tigard, OR
Permit : BUP2013-00225
Per Chapter 17, Section 04.1.2 of the International Building Code (IBC), we have performed special inspection of the
following item(s) per our inspection reports only:
Reinforced Concrete
Cast-In-Place Anchors, Adhesive Anchors, and Screw Anchors
Structural Masonry
Structural Steel
High Strength Bolts
Fireproofing
The non-compliance (NC) items recorded for each of the above inspection categories, as listed on the non-compliance
report, have been either repaired and re-inspected by CTI for compliance or reviewed and accepted by the engineer of
record for the project in the"As-Built Condition" or through an RFI.
The issuance of this final report is based on the engineer's acceptance of the NC items not specifically re-inspected by
CTI. CTI did not provide any additional review or re-inspection of those items beyond the inspections that initially
generated each of these individual items on the non-compliance list. The engineer of record has provided the acceptance
of the non-compliance items and as-built conditions.
All requested inspections and tests were performed and reported according to the requirements of project documents and
to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change
orders and applicable workmanship, provisions of the State Building Code and Standards, as well as the structural
engineer's design changes, approvals and verbal instructions.
Our construction inspection and testing services were provided and intended to help reduce the risk of construction
defects, deficiencies or omissions that arose during and after construction. Our services do not constitute a warranty or
guarantee of any type. Even with diligent construction monitoring and testing, construction defects, deficiencies or
omissions in the contractor's work may exist. It is the contractor's responsibility to perform their work in accordance with
the approved construction documents.
CTI has provided its professional services with the degree of care and skill currently exercised under similar
circumstances by members of its profession in the same locale. Statements made in our reports are based on technical
judgments and should not be construed to be conclusive representations of fact. Our reports pertain to the material
tested/inspected only.
P:\Projects\General\2013\713096168\11-14-14 Final Letter.doc Updated 11/30/11
Date: November 14, 2014
Job#: T1309616.B
Page 2 of 2
CTI's services did not include responsibilities related to determining, supervising, implementing or controlling the means,
methods, techniques, sequences or procedures of the construction or evaluating or reporting job conditions related to
health, safety or welfare.
Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are
further questions regarding this matter please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING INC.
K h R. Gauvin
Project Manager
KG/jk
cc: Centrex Construction Co—Mark Kliewer mark @centrexconstruction.net
City of Tigard Building Division—Walter'Chip' Barnett walter @tigard-or.gov
KPFF— Michael Arellano michael.arellano @kpff.com
Carlson Testing, Inc.
Incompleted Items List (NCL) •
Nov 14,2014
T1309616.B
Project Name: THE ADRIENNE — MIXED USE — BUILDING
Project Address: 7148 SW GONZAGA ST TIGARD OR
Permit No: BUP2013-00225
P.O.No: Project Manager: KEITH R. GAUVIN
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 NSS 03/31/2014 ADDED TUBE STEEL AT EACH CORNER OF BUILDING ACCEPTABLE PER RFI #11 KEITH R. GAUVIN 11/14/2014
(FLOOR FRAMING LEVEL 2) QTY-2 (8 TOTAL) RELOCATED DATED 04/02/14.
UP TO 4" AND WELDED ONE SIDE ONLY. ENGINEER OF
RECORD APPROVAL REQUIRED.
** RFI TO FOLLOW **
2 JP 05/29/2014 OVERHEAD WELD AT MOMENT PLATE NOT WELDED AND NO BASED ON INFO PROVIDED, KEITH R. GAUVIN 10/24/2014
SHEAR PLATE (5/C LEVEL 2) INSTALLED. CONNECTION WELDED PER
8/S6.2.
3 JP 05/29/2014 RFI #14 IN PROGRESS BY MARK WITH CENTREX; WHERE ACCEPTABLE PER RFI #14 KEITH R. GAUVIN 11/14/2014
TUBE STEEL WAS FLIPPED OVER DUE TO COPE AND 3/4" DATED 11/12/14.
CLEARANCE WAS EXCEEDED. MARK SPOKE WITH ENGINEER
OF RECORD WHOM STATED HE NEEDS RFI (LEVEL 3)
REVISED.
** RFI TO FOLLOW **
4 JP 09/12/2014 AT (3) DIFFERENT LANDINGS OF SOUTH STAIR, (1) A32T BOLT IN PLACE. KEITH R. GAUVIN 10/24/2014
CONNECTION AT EACH HAS A NON—STRUCTURAL NUT ON
THE STRUCTURAL BOLT NOT CONFORMING TO AISC
REQUIREMENTS; SOUTH STAIR 3/C—B.
5 JP 09/12/2014 AT THE UPPER LANDING LEVEL 3, (1) CONNECTION WELD PLACED AT GAPS. KEITH R. GAUVIN 10/24/2014
(MIDDLE) HAD A GAP WHICH COULD NOT PULL TOGETHER
AT THE FAYING SURFACES PER AISC REQUIREMENTS.
CC:CENTREX CONSTRUCTION CO — MARK KLIEWER
CITY OF TIGARD BUILDING DIVISION — WALTER 'CHIP' BARNETT
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