SPRING HILL, FL ·
OSHA Inspection: ANGELL RESTORATION SERVICES, INC.
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of ANGELL RESTORATION SERVICES, INC. in 5193 MARINER BLVD, SPRING HILL, FL 34602 (NAICS 000000). OSHA activity number 304986300.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- ANGELL RESTORATION SERVICES, INC.
- Site address
- 5193 MARINER BLVD
- City
- SPRING HILL
- State
- FL
- ZIP
- 34602
- Mailing
- 4013 WEST CAYUGA STREET, TAMPA, FL 33614
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1761
- Employees
- 5
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Feb 26, 2002
- Abate by
- Mar 1, 2002
- Penalty
- Initial $3,500 · Current $2,625 Reduced
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: a. At the construction site of the Hernando Pain Clinic, located at 5193 Mariner Blvd in Spring Hill, Florida. The 62 foot metal plate connected wood roof trusses were installed without bracing as required by HIB-91 Summary Sheet Commentary and Recommendations for Handling, Installing and Bracing Metal Plate Connected Wood Trusses. The trusses were installed by using 1X3 wooden spacers with inadequate lateral, and ground bracing. A registered professional engineer was not consulted with regards to the temporary bracing arrangement for the 62 foot metal plate connected wood trusses. One feasible and acceptable abatement method to correct these hazards is to install roof trusses in accordance the Truss Plate Institutes 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 truss information and their Design Criteria refers to the HIB-91 for proper handling, installing and bracing. The Standard Building Code also refers to the HIB-91 for handling, installing and bracing of metal plate connected wood trusses. Violation observed on 18 January 02.
Recent events (2)
- · I (S) $2625.00
- · Z (S) $3500.00
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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 304986300.
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