Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,193,745Inspections Most recent open 2026-08-06 Last loaded 2026-08-10

OSHA Inspection: ANGELL RESTORATION SERVICES, INC.

Unprogrammed Related inspection · Safety discipline

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.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
5193 MARINER BLVD
City
SPRING HILL
State
FL
ZIP
34602
Mailing
4013 WEST CAYUGA STREET, TAMPA, FL 33614
Inspection type
Unprogrammed Related (G)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
1761
Employees
5
Ownership type
A
Industry flags
Construction safety.

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 5 exposed
Issued
Feb 26, 2002
Abate by
Mar 1, 2002
Penalty
Initial $3,500 · Current $2,625 Reduced
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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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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