HomeMy WebLinkAboutHigh Strength Bolting Inspection ReportWest Slope Testing & Inspection LLC
Grand Junction, CO 81504
Report #2
Page 1 of 1
Final Inspection Report
Date: 3-13-25
Project: Metal Building Shafer & Company (Structural Steel North of gridline D)
Address: 252 County Rd. 167 Glenwood Springs, CO
Building Permit No: BLCO-05-19-5760
General Contractor: Caleta Construction
Contractor that Performed Work: Ironworks LLC & Others
Inspection of shop fabrication or field work at job site: Field
Report: Re -inspected high strength A325 bolting at the pre-engineered metal
building frame connections roof level grids D to F, and at the field welding & high
strength A325 bolting at the steel beam & column connections and stiffener plates
at the custom steel from Ironworks main floor framing level grids D to F & roof
framing at entryway North of grid line F.
The high strength A325 bolting & onsite welding re -inspected, as noted above
now appeared to be in substantial conformance with the plans, and the quality
requirements of the AWS Dl.1 Structural Welding Code & the AISC/RCSC
Specification for high strength bolting.
To the best of my knowledge this completes the special inspections of the high
strength A325 bolting & structural steel onsite welding for the new structural steel
North of gridline D, as outlined above.
Inspector/Technician: Douglas E Young'
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