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1960 Cliff Lake Rd - Fire Damage ReportStructural Design Associates, Inc. SPECIAL INSPECTION DAILY REPORT (No. #1) Project Name /Address: Structural Fire Damage Repairs 1960 Cliff Lake Road, Eagan, MN Inspection Type(s) /Coverage: Inspection Date: 8 -26 -2009 Time Beginning Inspection: 10:OOam Temperature: 70 °F Present at Site: Denny D K Construction Continuous X Periodic Time Ending: 10:30am Weather: Clear 10900 Noble Avenue North Champlin, Minnesota 553 (7 560 -5300 Fax (763) 560 -5400 517 Northwest Fourth Street, Suite 113 Brainerd, Minnesota 56401 (218) 824 -1585 Fax (218) 824 -1586 Describe Inspections Made Including Locations: Inspection of bond beam crack repair per the request of the City Inspector, also steel joist modification, including member size, placement and welding. List Items Requiring Correction, Corrections of Previously listed Items, and Previously Listed Uncorrected Items: The repair of the bond beam was found to be acceptable. The crack was fully injected and the materials used met the plans and specifications. The reinforcement of the joist was rejected. The drawings were not followed as to layout of the reinforcing; also members added did not hit joist panel points as required. List Changes to Approved Plans Authorized by Architect or Engineer: Comments: Welding of joist reinforcement was not done since work was rejected and will need to be redone. To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the I.B.C. except as noted above. Signed: Print Full Name: Gregory J. Duerr Date: 8 -27 -09 Copy to: Craig Novaczyk City of Eagan Building Official Dennis Williams -D K Construction Services Paul Nephew- Property Manager of Inland Real Estate Structural Design Associates, Inc. Project Name /Address: Structural Fire Damage Repairs 1960 Cliff Lake Road, Eagan, Minnesota Inspection Type(s) /Coverage: X Continuous Periodic Inspection Date: September 16, 2009 Time Beginning Inspection: 7:30 a.m. Time Ending:10:30 a.m. Temperature: 75 °F Weather: Clear Present at Site: Denny D K Construction Art Welder DJ Welding List Changes to Approved Plans Authorized by Architect or Engineer: SPECIAL INSPECTION DAILY REPORT (No. #2) Comments: Welds of reinforcing angles to existing joist were acceptable and met plan requirements. 10900 Noble Avenue North Champlin, Minnesota 553 (7 560 -5300 Fax (763) 560 -5400 517 Northwest Fourth Street, Suite 113 Brainerd, Minnesota 56401 (218) 824 -1585 Fax (218) 824 -1586 Describe Inspections Made Including Locations: Joist modification. Welding contractor removed incorrect reinforcement angles and placed new angles in correct locations. List Items Requiring Correction, Corrections of Previously listed Items, and Previously Listed Uncorrected Items: None To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the I.B.C. except as noted above. Signed: Print Full Name: Gregory J. Duerr Copy to: Craig Novaczyk City of Eagan Building Official Dennis Williams D K Construction and Services Paul Nephew Property Manager of Inland Real Estate Date: 9 -16 -2009