Report Bend Office (541)330-9155
Geotechnical Office (503)601-8250
Carlson Testing, Inc. Eugene Office (541)345-0289
Salem Office (503)589-1252
Tigard Office (503)684-3460
Special Inspection
FINAL SUMMARY LETTER
April 9, 2013
T1307900
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223-8199
Attn: Building Division
Re: Project Name: Twigs Bistro& Martini Bar @ Bridgeport Village(T/I)
Address: 17003 SW 72nd Avenue—Tigard, OR
Permit#: BUP2012-00271
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
Cast-In-Place Anchors
Structural Steel
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:1Projects\Final Letter Forms\New Final Letter Templates\City of Tigard.doc Updated 11/30/11
•
April 9, 2013
T1307900/Twigs Bistro& Martini Bar @ Bridgeport Village (T/l)
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
C •
Neil Shannon
Project Manager
NS/ks
cc: Twigs Bridgeport LLC—Trevor Blackwell EMAILED
DCI Engineers(Spokane)—Justin Cook EMAILED
James A McArthur
Vandervert Construction Inc—Aaron Finley EMAILED
Bend Office (541)330-9155
Geotechnical Office (503)601-8250
Carlson Testing Inca Eugene Office (541)345-0289
Salem Office (503)589=1252
Tigard Office (503)684-3460
Special Inspection
FINAL SUMMARY LETTER RECEIVED
April 9, 2013 APR 17 2013
T1307900
CITY OF TIGARD
BUILDING DIVISION
City of Tigard ✓
13125'SW Hall Blvd
Tigard, OR 97223=8199
Attn: Building Division
Re: Project Name: Twigs Bistro & Martini Bar @ Bridgeport Village(VI)
Address: 17003 SW 72nd Avenue—Tigard, OR
Permit#: BUP2012-00271
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
Cast-In-Place Anchors
Structural Steel
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\Final Letter Forms\New Final Letter Templates\City of Tigard.doc Updated 11730/11
•
April 9, 2013
T1307900/Twigs Bistro & Martini Bar @ Bridgeport Village (T/I)
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 o r 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
Neil Shannon •
Project Manager
NS/ks
cc: Twigs Bridgeport LLC—Trevor Blackwell EMAILED
DCI Engineers (Spokane)—Justin Cook EMAILED
James A McArthur
Vandervert Construction Inc—Aaron Finley EMAILED
•