HomeMy WebLinkAboutEngineer Report.pdfCCI ENGINEERING 1129 -24-Road
Cronk Construction Inc. Grand Junction, CO 81505
Grand Junction (970) 245-0577 •Glenwood Springs/Aspen (970) 640-5029 •Montrose/Delta (970) 640-5029
Email: ccigj@msn .com
August 18, 2014
CERTIFICATE OF INSPECTION AND ACCEPTANCE
Regarding: building pad soils bearing capacity
For: Source Gas
0096 CR 160
Glenwood Springs, CO
Contractor: TPI Industrial Inc.
2471 Riverside Parkway, Unit A
Grand Junction, CO 81505
970-243-4642
The building pad for the project of reference has sufficient bearing capacity for the structure as
designed. Please contact this office if you have additional questions concerning this issue.
Thomas A. Cronk, P.E.
1129 -24-Road
Grand Junction, CO 81505
970-245-0577
0 COLORADO STATE ELECTRICAL BOARD
1560 Broadway, Suite 1350
Denver, Colorado 80202
Automatic email · Do not reply 10 this email.
Permit#:
Permit Holder:
Site:
owner:
Status:
Inspector:
Corrections:
Comments:
Inspection Report
763825
LEE BEMIS
PO BOX 1908 GRAND JUNCTION 81502
Phone: (970) 241-1426 Fax: ( ) -
Email : bemiselectric@msn.com
0096 County Rd 160 Glenwood Springs
Source Gas
Source Gas
ACCEPTED
County: Garfield
Date Inspected: 08-AUG -14
Phone : (970) 241-1426
Inspection Type: Complete Final Trim Permit: N
Constuctlon Type: NEW Building Type : COMMERCIAL
Robert Fuller 303-869-3458
•
Thunder Mountain Testing
2970 N. Ronlin A venue
Grand Junction, CO 81504
Bill To
TPI industrial Inc .
2471 Riverside Parkwuy #A
Grand Junction, CO 81505
P.O. Number Terms
Net JO
Quantity Item Code
2 CWI I PCJ
Rep Ship Via
Baleu 7129/2014
Ship To
TPI Industrial Inc.
2471 Riverside Pnrkwoy #A
Grand Junction. CO 81505
F.O.B.
Invoice
Date Invoice#
712912014 14-622
Project
Description Price Each Amount
High Strength Bolt Inspection. per hour (2 Hour Minimum on
s ite) on 7-17-14 al the Source Gas Warehouse projec t: 96 CR
160 in Glenwood Springs. CO .
82.00 164.00
2 lTI PCJ
90 MILES PCI
0.5 CWI 2PC2
Travel Time, per hour 60.00
0.57
60.00
120.00
51-30
30.00
Mileage, p<:r m ile
Rcpon Preparation and Rev iew, per hour
A "Moxwell Invcstments, LLC " compan y
Total S365.30
THUNDER MOUNTAIN TESTING
2970 Ronlin Avenue, Grand Junction, Colorado 81504
Office (970) 256-9965 Cell (970) 210-7008 Fax (970) 314-7067
E-Mail: kxkid39@aol.com
TPI Industrial Inc.
2471 River Road #A
Grand Junction, CO 81505
ATfN: Mr. Mike Ballew
RE : Source Gas Warehouse
96 County Rd . 160
Glenwood Springs, CO
*Field Inspection
Dear Mr. Ballew,
July 17,2014
Permit # BLC0-4-14-3199
Job# 6887
As requested, structural steel special inspection was conducted per the IBC 2012 Edition -Chapter
17: Structural Tests and Special Inspection and Garfield County requirements. I arrived on site at 8:30AM.
I met with Mr. Mike Garcia with TPI Industrial Inc . to review areas for inspection .
Visual inspection was conducted at the Lower Roof Level on the 5/8" and W ' ASTM A325 High
Strength rigid frame and rigid frame to column bolted connections. The Steel erector for the project is TPI
Industrial Inc. Project bolt tension requirements ind icate "tum of the nut" as referenced in the approved
jobsite drawings: General Notes -Sheet A-1 provided by B & C Steel from Scottsbluff, Nebraska dated
4/2912014 . As a minimum, I 0% of all connections, but not less than two bolts per connection were
inspected for proper bolt tension requirements and match marking techniques as stated in IBC requ irements
for Periodic Inspection. Bolt assemblies at grid lines I -5 & A -D were observed to be in place, correctly
installed, faying surfaces matched, and correctly marked to indicate "tum of the nut" condition. All ASTM
A325 High Strength bolts inspected were found to be adequately tensioned and in compliance with project
specifications.
Thunder Mountain Testing +Aelatll ...
CWI 13080151
OCf EXP. W'l121He
Thunder Mountain Testing
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CWI 910402cJt
ac1 EXP. 41112015