WEEKI WACHEE, FL —
OSHA Inspection: RICK WININGER
Unprogrammed Related inspection · Safety discipline
At a glance
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.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.
Where did this inspection happen?
- 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
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 238130
- SIC code (legacy)
- 1751
- Employees
- 3
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
2 citations on file for this inspection.
5(a)(1)
- Issued
- Nov 25, 2003
- Abate by
- Dec 1, 2003
- Penalty
- Initial $1,500 · Current $1,500
General-duty citation text
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
- Issued
- Nov 25, 2003
- Abate by
- Dec 28, 2003
More inspections in this industry (NAICS 238130)
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Source
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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