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Report (30) Date: January 4. 2017 Job#: T1505280.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. Keith R`cauvin Project Manager KG/jng cc: Premium Property Tigard LLC C/O Capstone—Jeff Sackett 75ACKETT@CAPSTONE-PARTNERS.COM City of Tigard Building Division—Walter"Chip" Barnett EMAILED/MAILED Catena Consulting Engineers—Gretchen Hall GRETCHEN@CATENAENGINEERS.COM Catena Consulting Engineers—Candace Sy CANDACE@CATENAENGINEERS.COM Sera Architects—Josh Cabot JOSHC@SERAPDX.COM JBA/Acco LLC—Bo Bolliger BO@JBAPROJECTS.COM JBA/Acco LLC—Brian Lasswell BLASSWELL@JBAPROJECTS.COM JBA/Acco LLC—Lee Prose LEE@JBAPROJECTS.COM Urban Resources Inc—Larry Atchison LARRY@URBANRESOURCESINC.COM Urban Resources Inc—Alexandra Orozco ALEX@URBANRESOURCESINC.COM Urban Resources Inc—Randy Boehm RANGY@URBANRESOURCESINC.COM Premium Property Tigard LLC CIO Capstone—Lauren Jones LJONES@CAPSTONE-PARTNERS.COM Carlson Testing, Inc. Incompleted Items List(NCL) Jan 04,2017 T1505280.B Project Name: BURNHAM & ASH APARTMENTS - BUILDING 2 Project Address: SW BURNHAM ST & SW ASH AVE TIGARD OR Permit No: BUP20I5-O0185 P.O.No: Project Manager: KEITH R. GAUVIN Item# Insp. Date Item Description Compliance CTI Sign-Off Date ted 1 KEJ 01/12/2016 NOT ABLE TO VERIFY STRUCTURAL EMBEDMENTS WITH EMBEDS INSPECTED AND KEITH R. GAUVIN 01C/28/2016 REGARD TO INSPECTIONS. CONFORM TO RFI #50 AND DETAIL 2/S602. 01/15/16: REMAINS OUTSTANDING. 2 JP 08/04/2016 NOTED HOLDOWNS REQUEST FOR INSPECTION 11/C-B AND ENGINEER/COMMONS J. PILAND 08/04/2016 ALSO 10.5-11/E WERE NOT WELDED ALL AROUND AT THE MANUFACTURING PROVIDED HOLDOWN ROD (ONLY WELDED AT PLATE) TYPICAL. EOR CLARIFIED DETAIL DATED IS CURRENTLY CHECKING CALCS TO REVIEW ALL AROUND 08/04/16. WELD SYMBOL DRAWING AT 11 SHEET 3, DETAIL AT 12 (12/15/15) . 3 SJH 09/27/2016 AT LEVEL 2 GRID C/1-2, (2) 5/16" FILLETS FOR (1) WELDS MEET THE SIZE AND S. HOLTHOUSE 09/30/2016 PL 4 X 12 X M CANOPY EXTENSION HAVE EXCESSIVE VISUAL ACCEPTANCE POROSITY AND POROSITY PIPING 12" IN LENGTH, WHICH CRITERIA PER AWS D1.1 REQUIRES REMOVAL AND REPAIR. AND VERIFIED AS BUILT PER EMAIL FROM ENGINEER-OF-RECORD (EOR) GRETCHEN HALL (09/14/16) CC:PREMIUM PROPERTY TIGARD LLC C/O CAPSTONE - JEFF SACKETT CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT CATENA CONSULTING ENGINEERS - GRETCHEN HALL SERA ARCHITECTS - JOSH CABOT JBA/ACCO LLC - BO BOLLIGER URBAN RESOURCES INC - LARRY ATCHISON Page: 1 [ DESIGNz November 30, 2016 Capstone Partners, LLC 1015 NW 11"Avenue Portland, OR 97209 Attention: Jeff Sackett Summary Report Geotechnical Construction Observation Services Tigard Development Tigard, Oregon GeoDesign Project: Capstone-11-03 GeoDesign, Inc. prepared this letter summarizing our observation and testing of the geotechnical aspects associated with Building 2 of the Tigard Development project in Tigard, Oregon. The site is located southwest of the intersection of SW Ash Avenue and SW Burnham Street. GeoDesign prepared a geotechnical engineering report' for the site. This summary report was prepared at the request of Brian Lasswell ofJBA LLC. During the work at the Building 2 site, GeoDesign staff observed and tested (when appropriate) on a part-time and on-call basis the following geotechnically relevant items: • Site stripping and demolition • Excavation backfill installation and compaction • Building pad subgrade preparation, including cement amending • Building pad base rock compaction • Footing subgrade preparation • SW Ash Court/SW Attwell utility trench backfill compaction • SW Ash Court/SW Attwell pavement base rock compaction The results of our site visits were summarized in daily field reports, copies of which were provided to you and the project design and construction team. 'GeoDesign,Inc. Report of Geotechnical Engineering Services;Tigard Development;Tigard,Oregon,dated April 15,201 5. GeoDesign Project: Capstone-11-02 15575 SW Sequoia Pkwy,Suite 100 I Portland,OR 97224 1503,968.8787 www.geodesigninc.com To the extent observed and tested, it is our opinion that the aforementioned geotechnical aspects of the project infrastructure are in general conformance with the intents of the project plans, specifications, geotechnical report, and our field recommendations. ♦ ♦ ♦ Please do not hesitate to contact us if you have any questions or require additional information. Sincerely, GeoDesign, Inc. ` . .0;0 PROFS • NF� ia Najib A. Kalas, P.E. , 848,29x Senior Project Engineer APP-- (4A GON , ?' e0)ber 1p,� P George Saunders, P.E., G.E. Principal Engineer EXPIRES: 06/30/17 cc: Larry Atchison, Urban Resources (via email only) Brian Lasswell,JBA LLC(via email only) NAK:GPS:rc One copy submitted(via email only) Document ID: Capstone-1 1-03-113016-geoloc.docx ©2016 GeoDesign, Inc. All rights reserved. CDESIGNa 2 Capstone-11-03:1 13016 catena °n n s unlet e t i n g g r s January 4, 2017 Mr. David Stephenson SERA Architects 338 NW 5th Avenue Portland, Oregon 97209 RE: Ash Avenue Apartments,Tigard, Oregon BUILDING 2 catena project number: 2015018.00 Permit Number: BUP2015-00185 Dear David: Based on our observations at the project site, the inspection reports by Carlson Testing, Inc., and the final summary letter for Building 2 by Carlson dated January 4, 2017, the structural portion of Building 2, Burnham & Ash Apartments, as detailed in our structural drawings sheets S001 through S61 1, appears to be completed in general conformance with the drawings to the best of our knowledge. This letter applies only to the structural portion of the work at Building 2. Please contact me if you have any questions. Sincerely, catena consulting engineers %4rIt° Po� ORE e• 'ICN �� AI THO* „ EXPIRES:06/30/2018 C—! Jason M.Thompson Gretchen Hall Principal Associate :., else , Tao, 1500 ne irving street A suite 412 portland oregon 97232 °_ 503.467.4980 503.467.4797