HomeMy WebLinkAboutStructural Inspection Report - Final 01.11.2016JAN 1 4 2016
1-11-16
WEST SLOPE TESTING & INSPECTION LLC
3177 Glendam Dr
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Page 1 of 1
Garfield County Building Inspection Dept.
108 8th St., Suite 401
Glenwood Springs, CO 81601
Please find enclosed special inspection reports for Metal Building 1434 CR
107.
Thank You; Doug Young
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Final Inspection Report
Report #2
Page 1 of 1
Date: 1-8-16
Project: Metal Building Rich Broadhurst (KRB Investments LLC)
Address: 1434 County Rd. 107 Carbondale, CO
Building Permit No: BLRE-10-15-3932
General Contractor: Tally Ho Construction
Inspection of shop fabrication or field work at job site: Field
Report: Inspected high strength A325 bolting at the Mezzanine level steel beam
& column connections that were not yet installed & inspected on the 151 visit. Also
randomly tested/verified A325 bolts were adequately tightened.
The high strength bolting inspected above appeared to be in substantial
conformance with the plans, and the AISC/RCSC Specification for A325/A490
bolting.
To the best of my knowledge this completes the special inspections of the high
strength A325 bolting, as outlined in reports #1 & #2 for the project. To the best of
my knowledge no structural onsite welding was performed.
Inspector/Technician: Douglas E Young
Douglas E. Young
Certificatio #510222
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i ecial Inspector
Douglas E Young
CWI 9G070131
QC1 EXP 7/1/2017
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Inspection Report
Report #1
Page 1 of 1
Date: 12-10-15
Project: Metal Building Rich Broadhurst (KRB Investments LLC)
Address: 1434 County Rd. 107 Carbondale, CO
Building Permit No: BLRE-10-15-3932
General Contractor: Tally Ho Construction
Inspection of shop fabrication or field work at job site: Field
Report: Inspected high strength A325 bolting at the steel frame column & rafter
connections. Also randomly tested/verified A325 bolts were adequately tightened.
The high strength bolting inspected above appeared to be in substantial
conformance with the plans, and the AISC/RCSC Specification for A325/A490
bolting.
Note; there were a few high strength A325 grade bolts at the Mezzanine level
steel framing that was not yet installed & would need to be inspected at a later
date.
Inspector/Technician: Douglas E Young
Douglas E. Young
C Certification . 102224
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