HomeMy WebLinkAboutHigh Strenth Bolt Inspection ReportWest Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Report #3
Page 1 of1
Inspection Report
Date: 9-23-24
Project: C.R.M.S. Renovations & Additions
Address: 500 Holden Way Carbondale, CO
General Contractor: FCI
Contractor that Performed Work Sopris Steel
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected field weldng at the angle/bent plate seats to existing
columns 2nd floor framing level and inspected high strength A325 bolting at the
new steel beam & column connections 2nd floor & roof framing levels.
The onsite welding & high strength bolting inspected above appeared to be in
substantial conformance with the plans, and the quality requirements of the AWS
D1.1 Structural Welding Code & the AISC/RCSC Specification for high strength
bolting.
Further inspections should be performed as work progresses on the project.
Inspector/Technician: Douglas E Young
Douglas E. Youngcw 96070131
QC1 EXP.7t1t2026
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Ilougtrns E. Young
flCC Certificatiora #5 n CI?224
Stru{ttlrcl WeRrtri*g Specia! [nspector
$fruoturnt Stcen &. F-'olting SgleciaN trnspecton
$pray.appliedl Firnproofing Specinl lmspector
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Ins on
te: 10-
Project: C.R.M.S. Renovations & Additions
Address: 500 Holden Way Carbondale, CO
General Contractor: FCI
Contracto r thntPerformed Work: Sopris Steel
Report #4
Page 1 of 1
ort
lnspection of shop fabrication or field work at j ob site: Shop
Report : Visually inspected shoP welding at the bent plate members piece marked
BPL13, BPL14, BPLl5, BPLl6, and BPL17.
The welding inspected above appeared to be in substantial conformance with the
shop planr, uid the qualrty requiiements of the AWS Dl.1 Structural Welding
Code.
Further inspections should be performed as work progresses on the project.
Inspector/Technician: Douglas E Young
Douglas E. Youngcw 96070131
QC1 EXP.7t1t2026
il*(,W
@'
Doure.trns E. Voung
lCC"cottification #5 i 0 2 2 2 4
S*n,,r.tttrnl \Wetrlirrg gpecian nnspecton
;il;;;r;i smel & Fe'ltlns special [nspecton
[*;t",;*O**lii Fireproofimg Special [n'espector
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Ins ection ort
I)ate:0-10-
Project: C.R.M.S. Renovations & Additions
Address: 500 Holden Way Carbondale, CO
General Contractor: FCI
Contractor that Performed Work: Sopris Steel
Report #5
Page 1 of 1
of sho fabrication or field work at ob site: Field
Report: V ly inspected field ding at the angle cliP connections the
flitch plates installed to date 2nd floor framing level except for lunch/cafeteria area
that was not accessib le at the time of inspection, new connection plate welds
completed to date for existing glue-lam beam connections, bottom side welds at
tee/knife plates for LVL/wood beam connections, and visually inspected field
welding at the gusset plate/rod bracing connection plates to bottoms of steel beams
cupola roof framing level.
The onsite welding inspected, as noted above appeared to be in substantial
conformance with th. plut r, and the quality requirements of the AWS D1.1
Structural Welding Code.
Further inspections should be performed on the remainder of the project.
fl*tInspector/Technician: Douglas E Young
(lfuff';''fft,l3i*
\r' QCl EXP. 7t1t2026
Donglns E. Young
ICC Cerfificatiom #51 02224
Sfru::irirsl! Weiding $peeial lmspector
S*ru#teual Sfee] c9 Sottlug Specia! Inspeefor
SpraS'applieri F imnrroofing $pee ial Xnipector