HomeMy WebLinkAboutHigh Strength Bolt Inspection ReportMON MENT
STEE
INS oN, LLC
hex nut. I all bolts to be snug tight and all faying surfaces were
obserued to in good, close contact. Upon completion, I obserued all bolts to
Mr. Steve ne
7437 CRlL7
Glenwood
Re: 7437 CR L7
Dear Mr.
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Bricker,
AWS C\A/I
Monument Inspection
no27
Monument Inspection, LLC
PO Box
318.469.2279
monumentsteelinspectionl lc22@gmail.com
7-29-2025
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, structural steel special inspection was conducted per the
- Chapter 17: StructuralTests and Special Inspection and the
Springs requirements. I arrived on-site at 1:15PM. I met with
project requirements and material ready for inspection.
bolt inspection was conducted on column to beam
lled at the main entrance foyer. I obserued a combination of
" diameter plain body bolts and tension control bolts all fitted with
washer properly positioned under the turning surface of a heavy
with project specifications and the inspection criteria of the
of Steel Construction (AISC) and the Research Council on
nections.
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