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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 Page: 1