Report (38) n
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
Date: October 27, 2017
Job#: T1701676
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223-8199
Attn: Building Division
Re: Project Name: Fowler Middle School - Improvements
Address: 10865 SW Walnut St Tigard, OR
Permit#: BUP2017-00104
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
Screw Anchors &Adhesive Anchors
Structural Steel
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\2017\T1701676\10-27-17 Final Letter.doc Updated 11/30/11
Date: October 27, 2017
Job#: T1701676
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.
Stev n W. Leac
Project Manager
SL/jg
cc: Tigard-Tual School Dist#23J C/O Day CPM—Frank Berg FBERG@DAYCPM.COM
Nishkian Dean Structural Engineers—Rob Aman ROB.AMAN@NISHKIAN.COM
Bora—Cindy Lundeen LUNDEEN@BORA.CO
Bora Architects—Eve Fagenstrom FAGENSTROM@BORA.CO
Fortis Construction Inc—David Wright DAVID.WRIGHT@FORTISCONSTRUCTION.COM
Fortis Construction Inc—Aaron Thorpe AARON.THORPE@FORTISCONSTRUCTION.COM
Fortis Construction Inc—James Johnstone JAMES.JOHNSTONE@FORTISCONSTRUCTION.COM
Day CPM Services—Mike Dipasquale MDIPASQUALE@DAYCPM.COM
Day CPM Services—Sarah Oaks SARAH@DAYCPM.COM
•
Carlson Testing, Inc.
Incompleted Items List (NCL)
Oct 27,2017
T1701676.
Project Name: FOWLER MIDDLE SCHOOL - IMPROVEMENTS
Project Address: 10865 SW WALNUT ST TIGARD OR
Permit No: BUP2017-00104
P.O.No: Project Manager: STEVEN W. LEACH
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 NSS 06/27/2017 AT THE MAIN OFFICE AREA, GRIDLINE N FROM 7.5 TO REMEDIATION COMPLETED; G. FLEMING 07/27/2017
11.5 FIREPROOFING IS BEING HELD BACK 6' TO ALLOW SFRM PLACED AND TESTED.
FOR MOLD REMEDIATION.
2 NSS 06/27/2017 PLEASE CONFIRM THAT FIREPROOFING NOT REQUIRED AT DRAWING G102 (04/21/17) G. FLEMING 07/27/2017
CLOSET GRID N-10 OR HALLWAY GRIDLINE 8 BETWEEN L ON APPROVED PLANS DOES
& N. NOT INDICATE
FIREPROOFING IN CLOSET
GRID N-10 OR HALLWAY
GRIDLINE 8 BETWEEN L &
N.
3 GF 07/26/2017 CONDITION OF SILL PLATE AT GRIDLINE 11 NEEDS TO BASED ON PICTURES AND KEITH R. GAUVIN 10/26/2017
BE REVIEWED BY THE ENGINEER OF RECORD. EMAILS FROM ROB AT
NISHKIAN DEAN, THIS ITEM
IS NOW IN COMPLIANCE.
4 SJH 08/02/2017 THE PARTIAL JOINT PENETRATION (PJP) PER 13/S501 THE FILLETS WERE REMOVED S. HOLTHOUSE 08/04/2017
WERE WELDED AS FILLETS AND REQUIRE REMOVAL AND AND BEVEL PREP WAS
BEVEL PREP AT THE TOP HSS 5X5 AND HSS 7X5 VERIFIED AS PJP'S. THE
CONNECTIONS. (4) CONNECTIONS ARE
COMPLETED.
5 SJH 08/02/2017 AT THE ROLL-UP DOOR THERE ARE MISSING WELDS AT VERIFIED COMPLETED S. HOLTHOUSE 08/04/2017
THE L4 X 4 X 1% CLIPS TO THE HSS 5X5 HEADER. WELDING FOR THE MISSING
WELDS AT THE (2) L4X4X1%
CC:TIGARD-TUAL SCHOOL DIST #23J C/O DAY CPM - FRANK BERG
BORA ARCHITECTS - EVE FAGENSTROM
FORTIS CONSTRUCTION INC - JAMES JOHNSTONE
DAY CPM SERVICES - SARAH OAKS Page: 1
Carlson Testing, Inc.
Incompleted Items List (NCL)
Oct 27,2017
T1701676.
Project Name: FOWLER MIDDLE SCHOOL - IMPROVEMENTS
Project Address: 10865 SW WALNUT ST TIGARD OR
Permit No: BUP2017-00104
P.O.No: Project Manager: STEVEN W. LEACH
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
5 CONTINUED CLIPS AT THE HSS 5X5X'%
FRAME PER 4/S502 OF RFI
#016 (06/28/17) .
6 JP 07/31/2017 AT (1) COLUMN (THE PARTITION SUPPORTS) , THE ACCEPTABLE PER RFI #59 KEITH R. GAUVIN 10/26/2017
ANCHORS ARE %" FROM A COLD JOINT OF CONCRETE. AND REINSPECTION ON
5/8" 0 X 6" EMBED X 8" LONG ANCHORS - 9/S400, 08/18/17.
SECTOR 1, 12/P SLAB LEVEL.
CC:TIGARD-TUAL SCHOOL DIST #23J C/O DAY CPM - FRANK BERG
BORA ARCHITECTS - EVE FAGENSTROM
FORTIS CONSTRUCTION INC - JAMES JOHNSTONE
DAY CPM SERVICES - SARAH OAKS
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