Loading...
Report (4) 1 MaConsulting Engineers November 20, 2013 Revised December 20, 2013 Ms. Karina Ruiz DOWA-IBI Group Architects, Inc. 907 SW Stark Street Portland, OR 97205 RE: Westside Christian High School Addition-Remodel 8200 SW Pfaffle Street—Tigard, OR Permit No.: BUP2012-00259/BUP2013-00041 BUP2013-00053 Dear Karina, We are in receipt of the revised final summary report by Carlson Testing, Inc., dated December 20, 2013. Based on the reports submitted to us, to date, including the final summary report, as well as our own observations, we believe that the West Side Christian High School Addition-Remodel project, except for the future gymnasium addition project, was constructed in general compliance with the structural drawings S0.01 through S7.02 and the project specifications. If you have any questions or need further information, please call me. Sincerely, AVIA { ( owserrtilittt Michael Arellano, PE '10 PRaiz, , oix 5 #ly, Q_ 209512/Conformance Rev.doe . Z// V OREGON c' l''v. 21,'AV ; 41.E L. 1kej r S. 1241- 13 J 111 SW Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503) 227-3251 Fax (503) 227-7980 Seattle Everett Tacoma Lacey Portland Eugene Sacramento Grass Valley San Francisco Walnut Creek Los Angeles Long Beach Pasadena Irvine San Diego Boise Phoenie St. Louis Chicago New York Bend Office (541) 330-9155 Geotechnical Office (503)601-8250 C�p r1so Testing, Inc. ugene Office (541)345-0289 >� 9 AA Salem Office (503)589-1252 Tigard Office (503)684-3460 Special Inspection 'REVISED' FINAL SUMMARY LETTER Date: December 20, 2013 Job #: T1308829 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223-8199 Attn: Building Division Re: Project Name: Westside Christian High School Address: 8200 SW Pfaffle Street—Tigard, OR Permit#: BUP2012-00259/BUP2013-00004/BUP2013-00053 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, Adhesive Anchors, Expansion Anchors, & Screw Anchors Structural Masonry Structural Steel High Strength Bolts Shotcrete 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\Genera1120131T1308829 111-19-13 Final Letter REVISED.doc Updated 11/30/11 Date: December 20, 2013 Job#: T1308829 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. /1 Steven W. Leach Project Manager SWL/jk CC' VVestside Christian High School —Andy Sears sears @wchsonline.org City of Tigard Building Division —Walter'Chip' Barnett walter @tigard-or.gov KPFF—Adam Roth ndam.roth @kpff.com KPFF — Michael Arellano michael.arellano @kpff.com Todd Hess Building Co —Todd Hess thess@toddhessbldg.com Dan Quatier dan @quatier.com