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West Slope Testing & Inspection LtC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434'6988
Cell: 970-26A-2844
Ins ection R
Report #1
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Project: Metal Building 111 W. Main LLC
Address; 111 W. Main St. Silt, CO
Building Permit No.: BLCO-08-24-887 i
General Contractor: Rocky Mountain Steel Structures
lnspection of shop fabrication or field work nt iob site ; Field
Report;Inspected high strength A325 bolting at the pre-engineered metal
building main frame & portal fi'ame connections . Mezzanine framing was not yet
completed.
The high strength A325 bolting inspected, as noted above appeared to be in
substantial conformance with the plans & the AISC/RCSC Specification for high
strength bolting.
Further inspections should be performed on theMezzanine framing.
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.NInspector/Technician: Douglas E Young fi;IW
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West Slope Testing & trnspection I-l-C
3177 Glendam Dr.
Grand Junclion, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Report #2
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Final Insp ection Report
Date: l-21-25
Project: Metal Building I 1i W. Main LLC
Address: I i I W. Main St. Silt, C0
Buitding Permit Nn.: BLCO-08-24-887 i
General Contrnctor: Rocky Mountain Steel Structures
Inspection of shop fnbrication or fie ld work at iob site: Itiekl
Report: Inspected high strength 4325 bclting at the mezzanine fram ing for the
pre-engineered nretal building, and inspected field welded steel beatr connection
plates at the coiumns North side of mezzanine framing. Welder quaiifications &
w.p.s.ns were aiso verified.
The high strength A325 boiting & onsite welding itrspected, as noted above
appeared to be in su.bstantial confonraflce with the plans, and the quality
requirements of the AWS Dl.1 Structural Welding Code & the AISCLRCSC
Specification for high strength bolting.
To the best of my knowledge this completes the special inspections of the high
strength A3ZS boiting & structurai steel onsite welding on the prcrject, as outlinecl
in reports #l 8L#2.
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$Inspector/Teehnician: Douglas H Young fixtW
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