Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: RICK WININGER

Unprogrammed Related inspection · Safety discipline

On , OSHA opened an unprogrammed Related safety inspection of RICK WININGER in 9358 NODDY TERN RD, WEEKI WACHEE, FL 34643 (NAICS 238130). OSHA activity number 306827395.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Establishment
RICK WININGER
Site address
9358 NODDY TERN RD
City
WEEKI WACHEE
State
FL
ZIP
34643
Mailing
16442 SHADY HILLS RD, SPRING HILL, FL 34610
Inspection type
Unprogrammed Related (G)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238130
SIC code (legacy)
1751
Employees
3
Ownership type
A
Industry flags
Construction safety.

2 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 3 exposed
Issued
Nov 25, 2003
Abate by
Dec 1, 2003
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 employees were
exposed to the hazard of falling from the metal plate connected wood roof
trusses that were
subject to potential movement due to the lack of proper temporary bracing
and employees were
also exposed to the hazard of being struck by falling metal plate
connected wood trusses that
may experience movement, and/or collapse, due to the lack of proper
temporary bracing:
a. At the construction site of a single family home located at 9358 Noddy
Tern Road,
Weeki Wachee, Florida. The metal plate connected wood roof trusses were
installed on
or about 07/20/03 without proper temporary bracing. The trusses had four
pieces of 2x4
in various lengths bracing the top chord of the trusses. No bracing was
used at the two
gable ends. The east side gable end had a 2x4 nailed to the top and run to
the ground
without being secured at ground level. At the west side gable end a
plywood strip of
about 8 feet long cut at 3 inches wide was used for bracing. The entire
collection of
trusses over the main house (excluding the garage) were put in place with
inadequate
bracing and subsequently collapsed exposing employees to fall hazards and
"struck-by"
hazards.
One feasible and acceptable abatement method to correct these hazards is
to install the
roof trusses in accordance with the Truss Plate Institute's
recommendations which are
contained in HIB-91, Recommendations For Handling, Installing and Bracing
Metal Plate
Connected Wood Trusses. The truss manufacturer provides a copy of the
"HIB-91
Summary Sheet" with the delivery of the trusses and the engineering
installation drawings
for the trusses refer to the HIB-91 for proper handling, installing and
bracing.
The
Standard Building Code refers to the HIB-91 for handling, installing and
bracing of metal
plate connected wood trusses.

1926.20 B01

Other-than-serious Gravity 01 1 instance 4 exposed
Issued
Nov 25, 2003
Abate by
Dec 28, 2003

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). The original IMIS detail view is available at OSHA's Establishment Search for activity number 306827395.

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