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