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HomeMy WebLinkAboutPermit Building 2008-8-7 Carlson Testing, Inc. Main Office P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson Ave.. NE Salem, Oregon 97301 Phone (503) 589-1252 Fax (503) 589-1309 Bend Office P.O. Box 7918 Bend..Oregon 97708 Phone (541) 330-9]55 Fax (541) 330-9163 Daily Report of Structural Steel Client: SAFEWAY STORES INC - PHIL JUTTELSTAD Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR CTI representative B. PARRISH OBOA 77.1 was on site this date AUQ, 07. 2008 Permit COM2008-00471 DFS #(s) Jurisdiction: cn Job #: SPRINGFIELD 50805400. to perform Special Inspection for: SCOPE OF INSPECTION I. Checked in with superintendent, client or shop rep. Name: RANDY Company: JAMES E JOHN CONSTRUCTION 2.)nspection was "IBCtl WContinuous D Periodic 3. Work performed: GJ In the field 0 At fabshop 4. If shop inspection do they have fabrication and QC procedures? 0 Yes 0 No GJ N/A PO Number: 108018 Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: VISUAL INSPECTION OF 3/16" FLARE BEVEL WELDS AND 1/4" FILLET WELDS. PROCESS IS FCAW E71T-8 INNER SHIELD, TUBE STEEL WELDED TO TUBE STEEL AT STORE FRONT AT OR NEAR F-G/2-3. THE FLARE BEVEL WELDS REOUIRE CONTINUOUS INSPECTION PER THE IBC'06 CHAPTER 17 SECTION 17.02 PAGE 327. ALL WELDING PERFORMED PRIOR TO CTI'S ARRIVAL. THESE FLARE ,BEVELS ARE THUS NON-COMPLIANT AND PENDING ENGINEER I S WRITTEN CONCENT TO WAIVE THE CONTIUOUS" ,. SPECIAL INSPECTION REOUIREMENTS FOR THESE WELDS. ALL WELDS MEET VISUAL ACCEPTANCE CRITERIA SET Yes NoN/A FORTH BY AWS 01.1 TABLE 5.4 TO THE BEST OF THIS X I INSPECTOR'S KNOWLEDGE. X Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. o Distribute attachments. Page _of_ INSPECTION 1. Reviewed previous inspection reports'! 2. Verified steel materials are in compliance by "reviewing random samples of the mill test reports, steellD markings or other documentation. . ,13. Verified weld iillermaterials conform. 4. Checked steel members to see thev were fabricated and erected in accordance with the workmanship and tolerances required. Is, Checked \velded studs and structural connections were installed as required. 16. Verified high strength bolts and fasteners conform. 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. 8. Verified steel frame joint details for bracing, stiffening, I member locations, and application of joint details at each X connection are in compliance by random sampling.' X X X I X I I I I I X I X I I WELDER INFORMATION Welders Name: TED OVERHOLT Certification #: 116330 Yes No N/A II. Verified the contractor's Welding Procedure Specifications are in confonnance with A WS requirements. 2. Verified the essential variables outlined in the Welding Procedure Specifications were employed during execution of the work... X X , 3 Verified the weldahiJity of reinforcing steel other than ASTM A 706. o See additional report page(s). REPORT SUMMARY L Work inspected was: GJ Completed D In progress 2. Completed work inspected was not in compliance with GJ Approved plans and specifications 0 Shop drawings o RFJ D Design change 0 Submittal 0 NIA Document #(s) S1. 1 Dated: 3-31-08 3. Noncompliance item(s) were noted this date, details on following page(s). GJ Yes 0 No 0 N/A 4. Noncompliance item(s) were reinspected this date, detai]s' on following page(s). 0 Yes 0 No GJ N/A o Conform p Remain in progress Report(s) findings were discussed and left with RANDY of _ JAMES E JOHN CONSTRUCTION Daily Report of Structural Steel en Job #: S0805400. Fo~ . 08/07/2008 Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD 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 full, without prior authorization from this office. If there are any, further questions regarding this matter, please do not hesitate to. contact this office. Respectfully submitted, CARLSON TESTING, 1Ne. Reviewed By: Steven Dugger Review Date: 08/18/2008 BP/LS SAFEWAY STORES INC - PHIL JUTTELSTAD TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS.SIMENSEN FAX/503-657-6496 FAX/503-384-0459 FAX/503-670-0235 FAX/360-696-9723 Aug 19,2008 80805400. Project Name: Project Address: Permit No: P.O. No: Item # Insp. 1 BP Carlson Testing, Inc. Incomphited Items List (NCL) SAFEWAY STORE #1094 1891 PIONEER PKWY E COM2008-00471 108018 REMODEL -. SPRINGFIELD - SPRINGFIELD, OR " Date Item Descril)tion 08/07/2008 STORE FRONT F-G/2-3 FLARE BEVEL WELDS FOR TUBE STEEL TO TUBE STEEL WELDING WAS PERFORMED WITHOUT CONTINUOUS SPECIAL INSPECTIONS AS REQUIRED BY UNIFORM BUILDING CODE. ENGINEER'S WRITTEN CONCENT TO WAIVE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS FOR THESE WELDS IS REQUIRED. SAFEWAY STORES INC - PHIL JUTTELSTAD. TO:CITY OF 'SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN Compliance Project Manager: B. LEACH CTI Sign-Off Date Corrected Page: I