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Report (50) Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls on �} • Eugene Office (541) 345 -0289 SO� Testing, ��� Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: MWF TIGARD LLC - JESS WETZEL Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION CTI Job #: T1001960. Address: 15336 SW HIGHWAY 99 TIGARD OR Jurisdiction: TIGARD CTI representative A. ACKERMANN OBOA 790 was on site this date May. 24 , 2010 to perform Special Inspection for: Permit SIT2010 -00002 DFS #(s) PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: PAUL UPPER CANOPY CONNECTIONS AT ANGLE TO CHANNEL COm an MCOBEAN CONSTRUCTION LLC (C8X11) AND 4X6 HSS COLUMN LOCATIONS. FIELD WELDS p y PRODUCED WITH THE SMAW -701X PROCESS WERE VISUALLY 2. Inspection was "IBC" El Continuous ® Periodic INSPECTED PER DETAILS 1 AND 5 ON VENTAIRE DRAWING 3. Work performed: © In the field ❑ At fab shop CS5 ALONG WITH APPLICABLE AWS D1.1 CODE REQUIREMENTS. (REFERENCED CHANNEL IS C8X11.5 AS SPECIFIED). 4. If shop inspection do they have fabrication and QC NOTE: AN INITIAL INSPECTION WAS CARRIED OUT procedures? n Yes ❑ No © N/A EARLIER ON THIS DATE. ITEMS REQUIRING COMPLETION /CORRECTION WERE DISCUSSED WITH INSPECTION APPROPRIATE CONTRACTOR PERSONNEL PRIOR TO THIS Yes NoN /A - I. Reviewed previous inspection reports? EVENINGS FINAL WORK. x 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X markings or other documentation. 3. Verified weld filler materials conform. X 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were REPORT SUMMARY installed as required. x 6. Verified high strength bolts and fasteners conform. 1. Work inspected was: © Completed D In progress 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. 2. Completed work inspected was in compliance with x 8. Verified steel frame joint details for bracing, stiffening, ® Approved plans and specifications El Shop drawings member locations, and application of joint details at each X RFI El Design change D Submittal 0 N/A connection are in compliance by random sampling. Document #(s) CS1 -CS5 VENTAIRE Dated: 12/16/09 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: H. (RUSTY) GUNN following page(s). D Yes is No 0 N/A Certification #: 9374 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes No © N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with x Conform ❑ Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were x PAUL employed during execution of the work. of MCOBEAN CONSTRUCTION LLC 3. Verified the weldability of reinforcing steel Based on the Code. approval is required from the Building Official before the Other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. 0 See additional report page(s). 7 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 05/24/2010 CTI Job #: T1001960 . Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Greg Leeper Review Date: 06/07/2010 AA /CN MWF TIGARD LLC - JESS WETZEL JESS @WETSEL.NET TO: CITY OF TIGARD BUILDING DIVISION MACKAY & SPOSITO INC (WILSONVILLE) - PATRICK CARROLL PCARROLL @MACKAYSPOSITO.COM CARLSON /VEIT ARCHITECTS - FRED HARRIS FHARRIS @CARLSONVEIT.COM MCOBEAN CONSTRUCTION LLC - MIKE COBEAN MCOBEAN @GMAIL.COM MCOBEAN CONSTRUCTION LLC - PAUL LAMBERSON PAULLAMBERSON33 @MSN.COM