Report Bend Office (541)330-9155
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Coil son Testing, Inc. Eugene Office (541)345-0289
Salem Office (503)589-1252
Tigard Office (503)684-3460
Special Inspection
FINAL SUMMARY LETTER RECEIVED
Date: July 25, 2014
Job#: T1401170 JUL 3 0 2014
CITY OFTIGARD
City of Tigard BUILDING DIVIS110N
13125 SW Hall Blvd
Tigard, OR 97223-8199
Attn: Building Division
Re: Project Name: Robinson Construction—Remodel
Address: 11117 SW Greenburg Rd—Tigard, OR
Permit#: BUP2014-00010
Per Chapter 17, Section 1704.1.2 of the International Building Code (IBC), we have performed special inspection of the
following item(s) per our inspection reports only:
Reinforced Concrete
Adhesive Anchors
Structural Steel (Shop Only)
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\2014\T1401170\07-25-14 Final Letter.doc Updated 11/30/11
Date: July 25, 2014
Job#: -T1401170
Oage2of2
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.
eith Gauvin
Project Manager
KG/jk
cc: Robinson Construction Co—Ryan Robinson - ryanr @robcon.com
City of Tigard Building Division—Walter'Chip' Barnett' Mail/Email
Carlson Testing, Inc.
Incompleted Items List (NCL)
Jul 25,2014
T1401170.
Project Name: ROBINSON CONSTRUCTION — REMODEL
Project Address: 11117 SW GREENBURG RD TIGARD OR
Permit No: BUP2014-00010
P.O.No: 61919 Project Manager: KEITH R. GAUVIN
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 ML 02/13/2014 NO PERMIT ON SITE PERMIT IS NOW AVAILABLE. KEITH R. GAUVIN 05/02/2014
2 ML 02/13/2014 NO APPROVED PLANS FROM CITY OF TIGARD ON SITE. APPROVED PLANS ARE NOW KEITH R. GAUVIN 05/02/2014
THIS WORK WAS PER DETAIL 3 & 4 S1.1 FOM CIDA AVAILABLE.
ENGINEERS FOR HEADERS FOR NEW OPENINGS.
3 KRT 04/02/2014 MIX #242 (4000 PSI) WITH AEA NOT APPROVED BY MIX DESIGN IS ACCEPTABLE KEITH R. GAUVIN 05/02/2014
ENGINEER OF RECORD. PER ENGINEER OF RECORD,
CURTIS GAGNER, MEMO
DATED 4/30/14.
4 KRT 04/03/2014 MIX #241 (4000 PSI) FROM CALPORTLAND NOT APPROVED MIX DESIGN IS KEITH R. GAUVIN 05/02/2014
BY ENGINEER OF RECORD PLACED IN NEW OPENING AT 15 ACCEPTABLE, PER ENGINEER
AND B—D.5 SLAB ON GRADE. OF RECORD, CURTIS
GAGNER, MEMO DATED
4/30/14.
5 RT 04/03/2014 NO APPROVED DETAIL ON SITE FOR THE ANCHORAGE OF VERTICAL HSS SECTIONS KEITH R. GAUVIN 05/02/2014
THE 6X6 HSS STRONGBACKS ON EACH SIDE OF THE ARE NON—STRUCTURAL SHIMS
GARAGE OPENING. AND ARE ACCEPTABLE AS
INSTALLED, PER EOR,
CURTIS GAGNER, MEMO
DATED 4/30/14.
CC:ROBINSON CONSTRUCTION CO — RYAN ROBINSON
CITY OF TIGARD BUILDING DIVISION — WALTER 'CHIP' BARNETT
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