HomeMy WebLinkAboutSpecial Inspector's Reports #1-4West 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
Dates:•6-12-18 & 6-13-18
Project: Ensign Residence
Address: 683 Overlook Dr. Garfield County, CO
Building Permit No: BLRE-08-17-4868
General Contractor: Thunder Construction
Contractor that Performed Work: Sopris Steel
Inspection of shop fabrication or field work at job site: Shop
Report: Visually inspected shop welding at steel beams & columns piece marked
1C1, 3C2, 5C2, 5C3, 5C4, 6C1, 6C2, 6C3, 6C4, 7C1, 7C2, 7C3, 9B1, 9B2, 9B3,
10B1, 10B2, 10B3, and 11B1.
The welding inspected above appeared to be in substantial conformance with the
plans, and the quality requirements of the AWS D1.1 Structural Welding Code.
Further inspections should be performed, as work progresses on the project.
Douglas E. Young
C Certification #5102224
to : l We ti 'ng 5pe 'alp, spector
& Bo pec' : !Inspector
ireproo tial Inspector
Inspector/Technician: Douglas E Young
® Douglas E Young
CWI 96070131
QC1 EXP. 7/1/2020
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Inspection Report
Report #2
Page 1 of 1
Date: 7-23-18
Project: Ensign Residence
Address: 683 Overlook Dr. Garfield County, CO
Building Permit No: BLRE-08-17-4868
General Contractor: Thunder Construction
Contractor that Performed Work: Sopris Steel
Inspection of shop fabrication or field work at job site: Shop
Report: Visually inspected shop welding at steel beams & columns piece marked
12B1 (Qty2), 13B1, 14B1, 15B1, 1C2, 2C1, 2C2, 2C3, 3C1, and 12C1.
The welding inspected above appeared to be in substantial conformance with the
plans, and the quality requirements of the AWS D1.1 Structural Welding Code.
Further inspections should be performed, as work progresses on the project.
Inspector/Technician: Douglas E Young
Douglas E. Young
Ms Cer [Cabo5102,
ctura Weldl g S , el
10
t tee! Bol • ng S
Sp y -applied Fireproofing
or
1 Inspector
pecial Inspector
Douglas E Young
CWI 96070131
til QC1 EXP. 7/1/2020
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Inspection Report
Report #3
Page 1 of 1
Date: 7-30-18
Project: Ensign Residence
Address: 683 Overlook Dr. Garfield County, CO
Building Permit No: BLRE-08-17-4868
General Contractor: Thunder Construction
Contractor that Performed Work: Sopris Steel
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected field welding completed to date at steel column
bases/shafts to embed plates, and inspected high strength A325 bolting at steel
beam & column connections upper level & roof framing.
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 on any retraining structural field
welding and/or high strength bolting.
Inspector/Technician: Douglas E Young
Douglas E. Young
C Certification #5102224
ctura1 Wei• g Specia
Stee SE Hokin
d rock ing S
dor
speetor
1Inspector
Douglas E Young
CWI 96070131
QC1 EXP. 7/1/2020
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Final Inspection Report
Report #4
Page 1 of 1
Dates:.9-19-18 & 11-2-18
Project: Ensign Residence
Address: 683 Overlook Dr. Garfield County, CO
Building Permit No: BLRE-08-17-4868
General Contractor: Thunder Construction
Contractor that Performed Work: Sopris Steel
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected field welding at column bases/screw jacks, field
welded washer plates at column bases grid line E, field welding at the structural
gluelam beam bearing plates/seats grid line E roof framing, field welding at
column caps North dormer roof framing, and welding at column to tube steel beam
connection angles North Shed roof framing.
The onsite welding inspected above appeared to be in substantial conformance
with the construction documents, and the quality requirements of the AWS D1.1
Structural Welding Code.
To the best of my knowledge this completes the special inspections of the
structural steel welding & high strength A325 bolting, as outlined in reports #1
thru #4 on the project.
Inspector/Technician: Douglas E Young
Douglas E. Young
Certification #$,102224
cturj lying Spe
& Bo
ihepraofrn
1 We
1 Step
=applied
Douglas E Young
CW 196070131
QC1 EXP. 7/1/2020
r
nspector
ial Inspector