HomeMy WebLinkAboutThunder Mountain Testing - Structural Steel Special Inspection 10.05.2015THUNDER MOUNTAIN TESTING
2970 N. Ronlin Avenue / Grand Junction, Colorado 81504
Office (970) 256-9965 / Cell (970) 210-7008 / Fax (970) 314-7067
E -Mail: kxkid39@aol.com i www.thundermountaintesting.com
Ford Construction Company, Inc.
560 25 Road
Grand Junction, CO 81505
ATTN: Dan Vroman
RE: Plus Five Project
239 Scarrow Avenue
Parachute, CO
*Field Inspection
Dear Mr. Vroman,
October 5, 201';
Permit #: BICO-I2-14-3489
Job# 1673
As requested, Structural Steel Special Inspection was conducted per the IBC 2012
Edition - Chapter 17: Structural Tests and Special Inspection and Garfield County requirements 1
arrived on site at 1:00 PM. I met with you to review areas for inspection.
Visual inspection was conducted at the Anchor Bolt Plan Level to Roof Framing Plan
level on the ASTM A325 - 1/2", 5/8", and 314" I Iieh Strength bolts, and 1 114" ASTM A490
High Strength column to beam and beam to beam bolted connections Project bolt tension
requirements were found on Sheet CI of approved erection drawings provided by Nucor Building
Systems Group: Job# U 15L06I5A dated 12/5/14. Bolt assemblies inspected ►r ere aI grid lines I -
4 & A - N. Bolts were observed to be in place, correctly installed, and Paying surfaces matched.
As a minimum, 10°'0 of all connections, but not less than 2 bolts per connection, were checked
manually to confirm proper tension. All ASTM A325 and ASTM A490 High Strength bolts
inspected were found to be adequately tensioned and in compliance with project specifications.
Respectfully Submitted,
za
Scott Hartzell
AWS CWI #14090301
Thunder Mountain Testing
Scott D Hartzsa
CWI 14090001
OC1 EXP, 9/112017
Rev
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AWS CWI #91040201
ICC Certified #0863569-S 1 & S2
ASNT NDT Level III #30242
Thunder Mountain 1 esting
Scott L Maxwell
CWI 91040201
QC1 EXP 4/1/2018