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Report 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 '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/BUP2013-00004/8UP2013-00053 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, 8 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:1 Projects\Genera1120131T1308829111-19-13 Final Letter REVISED.doc Updated 11/30/11 i 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. Steven W. L ch Project Manager SWL/jk cc: Westside Christian High School—Andy Sears sears@wchsonline.org City of Tigard Building Division—Walter'Chip' Barnett walter@tigard-or.gov KPFF—Adam Roth Adam.roth@kpff.com KPFF— Michael Arellano Michael.arellano @kpff.com Todd Hess Building Co—Todd Hess thess@toddhessbldg.com Dan Quatier dan@quatier.com Carlson Testing, Inc. Incompleted Items List (NCL) Dec 20,2013 TI308829. Project Name: WESTSIDE CHRISTIAN HIGH SCHOOL Project Address: 8200 SW PFAFFLE ST TIGARD OR Permit No: BUP2012-00259 (INTERIOR DEMO) / BUP2013-00004 (SITEWORK) / BUP2013-00053 (END) P.O.No: Project Manager: STEVEN W. LEACH Date Insp. Date Item Descri p tion Compliance CTI Sign-Of Corrected 1 RC 07/08/2013 WELDS ARE UNDERSIZED. SHOULD BE 5/16" PER WELDS ARE 5/16" L. BEADLE 07/10/2013 11/S7.10. 2 RC 07/08/2013 NO WELDER CERTIFICATIONS ON FILE AT SITE. GOT WELDER CERTIFICATIONS L. BEADLE 07/10/2011 CERTIFICATION NUMBER FROM PREVIOUS REPORT AND ARE NOW ON SITE. TALKED TO WELDER OVER THE PHONE. 3 RC 07/08/2013 NO WPS ON SITE. WPS NOW ON SITE. L. BEADLE 07/10/2013 4 KP 08/05/2013 GROUT MIX #KPB3511 NOT APPROVED BY ENGINEER OF GROUT MIX #KPB3511 HAS H. TIMZEN 08/21/2013 RECORD. MIX KPB3011 IS THE APPROVED MIX. BEEN APPROVED BY RFI #81. 5 LB 09/05/2013 PER 13/S6.02, REJECTABLE POROSITY IN WELD ROOF POROSITY CORRECTED. JAMES F. HIETPAS 09/17/2013 LEVEL 10.2/E.2. 6 LB 09/05/2013 PER 10/S6.02, SHORT VERTICAL WELD SHEAR PLATE TO WELD ADDED PER 10 ON JAMES F. HIETPAS 09/17/2013 BEAM ROOF LEVEL 10/E. 56.02. 7 LB 09/05/2013 ROOF 6/S7.02 UNDER CUT VERTICAL WELD SHEAR PLATE UNDER CUT CORRECTED. JANES F. HIETPAS 09/17/2013 TO EMBED ROOF LEVEL 11/E. 8 LB 09/05/2013 PER 8/S7.01, UNDERSIZED WELD DUE TO GAP ROOF UNDERSIZED WELD JAMES F. HIETPAS 09/17/2013 LEVEL B/D.5. CORRECTED. CC:WESTSIDE CHRISTIAN HIGH SCHOOL CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT KPFF - ADAM ROTH KPFF - MICHAEL ARELLANO TODD HESS BUILDING CO - TODD HESS DAN NATTER Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Dec 20,2013 T1308829. Project Name: WESTSIDE CHRISTIAN HIGH SCHOOL Project Address: 8200 SW PFAFFLE ST TIGARD OR Permit No: BUP2012-00259 (INTERIOR DEMO) / BUP2013-00004 (SITEWORK) / BUP2013-00053 (FND) P.O. No: Project Manager: STEVEN W. LEACH Item l# Insp. Date Item Description Date P Compliance CTI Sign-Off Corrected 9 LB 09/05/2013 PER 2/S7.02 ANGLE WELDED TO BEAM FLANGE EDGE VS WELD ADDED TO EXCEED JAMES F. HIETPAS 09/17/2013 TOP OF BEAM - C. 6 / 3-5.1, G/7.9-9; DOES NOT DETAIL. MATCH DETAIL. 10 LB 09/05/2013 PER 2/S7.02 ANGLE WELDED TO BOTTOM OF TOP FLANGE WELD ADDED TO EXCEED JAMES F. HIETPAS 09/17/2013 VS TOP OF FLANGE E/4.1-5.1; DOES NOT MATCH DETAIL. DETAIL. 11 KRT 09/30/2013 THREE LOCATIONS HOLES BLEW CUT OPPOSITE SIDE WHEN REINSPECTED ON 10/01/13. R. TAYLOR 10/01/2013 DRILLED; NOT EPDXIED AT 9 AND F-E. 12 RB 12/03/2013 (3) 3/4" DIA X 5 1/2" STRONG BOLT 2 (ESR 3037) BOLT SHEAR TESTING STEVEN W. LEACH 12/18/2013 HAD PREVIOUSLY BEEN INSTALLED AT CANOPIES ON GRID COMPLETE AND THIS ITEM B. (1) AT FAR WEST END AND (2) ANCHORS AT FAR IS NOW IN COMPLIANCE. EAST END. THESE NEED TO BE APPROVED BY ENGINEER OF RECORD. ALSO TORQUE (FT/LB) FOR THE GROUT FILLED CMU; REFERENCE DETAIL 5/S6.14. CC:WESTS1DE CHRISTIAN HIGH SCHOOL CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT KPFF - ADAM ROTH KPFF - MICHAEL ARELLANO TODD HESS BUILDING CO - TODD HESS �1 Page: DAN QUATIER