HomeMy WebLinkAboutBolt Inspection ReportMonument Steel Inspection, LLC.
Woldinrl, Mechanical Fastening, and Industrial Adhesive
Inspection,
P.O.Box 23388
Glade Park, CO. 81523
Phone: 318-469-2279
Email — monumentsteelinspectionllc22 cDgmail.com
TO: Mr. James Passchier
Level Buildco
138 Sunlight Dr.
Glenwood Springs, CO 81601
Field inspection for 56 Gossamer Rd. 6-3-2024
QUANTITY DESCRIPTION
4 hrs Travel and inspection time
1 hr
100 miles
Report time
Mileage chg.
INVOICE
Invoice #: 540
Date: 6-3-2024
UNIT PRICE
TOTAL
$82.00/hr
$328.00
$82.00/hr
$82.00
$0.67/mi
$67.00
TOTAL DUE ON RECEIPT OF INVOICE $477.00
Make all checks payable to Monument Steel Inspection, LLC. Or Send payment through Venmo - @welderbrik
If you have any questions concerning this invoice, contact Daniel Bricker, 318-469-2279.
Late fees totaling 5% will be accrued after 30 days of non-payment. Additional fees may result after 60 days of non-payment.
THANK YOU FOR YOUR BUSINESS!
MONUMENT
iTEEL
rNSPE ON,
Mr. James Passchier
Level Buildco
138 Sunlight Dr.
Glenwood Springs, CO. 81601
Re: 56 Gossamer Rd.
Glenwood Springs, CO.
Dear Mr. Passchier,
6-3-2024
Permit#: BLRE-04-23-8056
As requested, structural steel special inspection was conducted per the
IBC 2015 Edition - Chapter 17: Structural Tests and Special Inspection and the
Garfield County requirements. I arrived on -site at 9:00 AM. I met with Mr. Scott
Baltzer from your office to review project requirements and material ready for
inspection. I have reviewed the welders' certifications and the welding
procedures and found them to be acceptable.
Visual weld inspection was conducted on the main floor level of the
residence. I observed the bent beam arches (x2) of the great room off the
entrance foyer and the beam/column header for the glass doors in the adjacent
room. I observed bearing plate to beam fillet welds, the beam to miter plate fillet
welds, and the beam to bucket fillet welds. Upon completion, I observed all
welds to be in compliance with project specifications and the visual inspection
requirements as stated in Clause 8 of the AWS D1.1 Structural Welding Code -
Steel: 2020 Edition.
High strength bolt inspection was conducted on the main floor level of the
residence. I observed the bent beam arches (x2) of the great room off the
Monument Steel Inspection, LLC
Glade Park, CO 81523
318.469.2279
monumentsteelinspectionllc22@gmail.com
entrance foyer and the beam/column header for the glass doors in the adjacent
room. I observed all bolts to be 3/4" ASTM A325 plain body bolts fitted with a
hardened flat washer properly positioned under the turning surface of a heavy
hex nut. The pretension procedure was followed for the bent beam to column
connection. All bolts were checked for tightness with a wrench. Upon completion,
I observed all bolts to be in compliance with project specifications and the
inspection criteria of the American Institute of Steel Construction (AISC) and the
Research Council on Structural Connections (RCSC).
Anchor bolt inspection was conducted on the crawl space and main floor
level of the residence. All anchor bolts were checked for tightness with a wrench.
Upon completion, I observed all anchor bolts to be in compliance with project
specifications.
This final inspection concludes the steel erection phase of this project.Dr
Respectfully submitted,
40'�-4ek-
Dan Bricker, CWI
AWS CWI #09052051
Monument Steel Inspection
Monument Steel Inspection, LLC
PO Box 23388
Glade Park, CO 81523
318.469.2279
monumentsteelinspectionllc22@gmail.com