Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,196,991Inspections Most recent open 2026-08-24 Last loaded 2026-08-27

OSHA Inspection: QUALITY CUSTOM FRAMING

Complaint inspection · Safety discipline

On , OSHA opened a complaint safety inspection of QUALITY CUSTOM FRAMING in CENTRAL PARKWAY & VINE ST., CINCINNATI, OH 45202 (NAICS 238130). OSHA activity number 309322824.

What this inspection record means

OSHA opens inspections for many reasons: routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
CENTRAL PARKWAY & VINE ST.
City
CINCINNATI
State
OH
ZIP
45202
Mailing
8050 BECKETT CENTER DR. SUITE 313, WEST CHESTER, OH 45069
Inspection type
Complaint (B)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
Non-union (N)
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238130
SIC code (legacy)
1751
Employees
15
Ownership type
Private (A)

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 2 exposed
Issued
Dec 20, 2005
Abate by
Dec 27, 2005
Penalty
Initial $1,500 · Current $1,500
Section 5(a)(1) of the Occupational Safety and Health Act of 1970:  The
Employer did not
furnish employment and a place of employment which were free from
recognized hazards that
were causing or likely to cause death or serious physical harm to
employees in that:
a)  On or about July 9, 2005 employees, tilting up 14'x15' (approximate
dimension) perimeter
exterior third floor 2"x6" sheeted stud wall sections with a manually
lever operated hoist (come-
along) between the hoist anchorage and exterior floor edge, were exposed
to the hazards of being
struck by the stud wall anchorage support load, falls and/or being struck
by sheeted stud wall
being lifted, due to tension against wedged wall being lifted and the
floor framing, wall weight,
failure of the hoist anchorage and collapse of the studwalls.
Among other methods one feasible and acceptable method to correct this
hazard is to follow
ASME B30.21-1999 Manually Lever Operated Hoists, including, but not
limited to;
Section 21-2.6.2(a): The Supporting structure or anchoring means shall
have a load rating equal
to that of the hoist,
Section 21-2.6.2(d): Hoists shall be used only in locations that will
allow the operator to be free
of the load,
Section 21-2.6.3(l): The operator shall not apply a load to the hoist
until the operator and all
other personnel are clear of the load, and
Section 21-2.6.3(m) The operators shall make sure a load clears obstacles
before moving.

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 309322824.

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