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Report F,,,,T 7409 SW Tech Center Dr,Ste. 145 = Tigard,OR 97223 Ph:503-443-3799 Fax:503-620-2748 OILS IL.STI.Ye..IN, 503.443.3799 Special Inspection Final Report Date: December 18,2019 Job#18-8490 Permit#BUP2018-00197 Mail To: Project: TRAILBLAZER DEVELOPMENT, LLC TIGARD SELF STORAGE(EXTRA 333 S STATE ST-SUITE V-144 SPACE) LAKE OSWEGO, OR 97034 7600 SW ATLANTA ST TIGARD, OR 97223 To Whom It May Concern: ACS Testing, Inc. attests that their inspectors performed special inspection(s)on a continuous and/or Periodic basis as required by the specific jurisdiction and/or IBC. Special inspection(s)were performed for the following: Concrete Construction Shotcrete Prestressed concrete Anchors-Adhesive Cold Formed Steel Based on personal observation, inspection and reports reviewed by me for the above project, I attest on behalf of ACS that work was performed to the best of my knowledge, in accordance with approved plans, specifications,and the applicable codes and standards for the jurisdiction. t-d-e. (72/1,O '. Approved by: Bob Brown/President BB/KS i.. cePt Proud to be Nationally Accredited by International Accrediting Service ACCREDITED . DCI111111111 ensineens Washington Z`'/S— °'v( 1 1 g Oregon California .5 Texas — Alaska December 17, 2019 Colorado Matt Neish Montana 808 SW 3rd Ave Suite 300 Portland, OR 97204 Re: Tigard Storage Facility Final Structural Observation Summary Report As required by the City of Tigard, DCI provided periodic observation of the construction work. DCI Engineers completed the structural observations at the following stages during construction: a. Foundation, April 4, 2019 b. PT Slab, May 20, 2019 c. PT Slab, May 23, 2019 d. PT Slab, May 30, 2019 e. CFS Framing, August 6, 2019 f. CFS Framing, October 15, 2019 To the best of our knowledge, non-conforming structural items have been resolved in general conformance with structural contract documents, specifications, or our instructions. The reviewed work meets the requirements of the code. Special Inspection reports, submitted to our office by ACS Testing Inc., were reviewed for the structural requirements. To the best of our knowledge, ACS Testing Inc. performed all required special inspections. All of ACS Testing Inc. non-conforming structural items were resolved and they have submitted their final report. DCI has reviewed all required deferred submittals prior to final submission to the city. To the best of our knowledge, all items have been installed and inspected by ACS Testing Inc. where applicable. The purpose of these visits was to evaluate portions of the construction with respect to the design intent. This report is based on a visual observation of construction readily accessible to view. Concealed conditions and items that were not described in this report were not included in this review. Work that has been observed does 921 SW Washington Street,Suite 560 r ° ',OR,97205 Phone(503)242-2448 Service Innovation Value not waive the contractor's responsibility for the means and methods of construction, job site safety, or to comply with the contract documents. If you have any questions, or need any further assistance give me a call. Sincerely, FIUCTU DCI Engineers 5 �p PROF < 14/C? - 74858PE • 9 CSAF: ORE ON s'si,9�qCH z3.ON} Chalupa, SE FY CN EXPIRES: 12-31-19 cc: ACS Testing Inc. City of Tigard Disclaimer: This report is based on limited visual observations of structural components for general conformance to the approved construction documents prepared by DCI. There is no claim, either stated or implied that all conditions were observed or analytically evaluated. These observations should not be construed as a quality control inspection, nor shall anything herein be deemed to relieve the contactor from its obligations under the contract documents and all applicable codes. Observed deficiencies or variations from the approved contract documents have been noted above. The contractor and/or special inspector shall provide documentation and written verification of acceptable corrective action(s). GEOENGINEERS 0 4000 Kruse Way Place Bldg.3,Suite 200 YEARS Lake Oswego,Oregon 97035 503.624.9274 IN O R E G O N December 18, 2019 Trailblazer Development, LLC 333 South State Street,Suite V-144 Lake Oswego,Oregon 97034 Attention: Jeb Koerner Subject: Final Summary Letter-SW Atlanta Street Storage Building Geotechnical Engineering Services during Construction Tigard,Oregon Building Permit No. BUP 2018-00197 GeoEngineers File No.23459-001-01 GeoEngineers, Inc. (GeoEngineers) provided geotechnical observation and consulting services during the construction of the SW Atlanta Street Storage Building project in Tigard, Oregon. Our scope of services was performed in general accordance with our proposal dated September 5, 2018 and authorized on September 9, 2018.We provided a partial summary letter documenting the rammed aggregate pier(RAP)installation,dated June 3, 2019. This letter provides documentation required by Chapter 17 of the International Building Code (IBC) that special inspections were performed at the site for geotechnical engineering construction by personnel under my supervision. This work included observing RAP installation, site preparation and grading, fill placement and compaction, floor slab and foundation subgrade preparation, and pavement density testing for improvements to Atlanta Street.Our site visits were completed between January and November 2019.Field reports that documented our services were prepared and submitted to members of the design and construction team. As of the date of this letter,the above special inspections for the subject project have been completed. Based on our observations, it is our professional opinion that these inspections and tests were performed and reported according to IBC requirements, and the geotechnical engineering related construction that we observed was in conformance with the applicable workmanship provisions of the IBC. Trailblazer Development,LLC December 18,2019 Page 2 Our opinion applies to work observed by personnel under my supervision and represents conditions at the date of our final observation.Our involvement did not include supervision or direction of the actual work of the contractor, the contractor's employees, or agents. Our opinion is not intended to relieve any other party from meeting requirements imposed by contract or other means,including commonly accepted industry practices. Sincerely, GeoEngineers,Inc. 0,0 PROF Air OGIN °94 8 ,e gLAN tib EXPIRES: t 2 3 I.z3 ' Gre A.Landau,ME,tit. Associate Geotechnical Engineer One copy submitted electronically Disclaimer:Any electronic form,facsimile or hard copy of the original document(email,text,table,and/or figure),if provided,and any attachments are only a copy of the original document.The original document is stored by GeoEngineers,Inc.and will serve as the official document of record. GEOENGINEERS File No.23459 00101