Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,194,531Inspections Most recent open 2026-08-11 Last loaded 2026-08-14

OSHA Inspection: ARICON GROUP CORP

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of ARICON GROUP CORP in GRAYSTAR AT CYPRESS CREEK, LUTZ, FL 33559 (NAICS 238130). OSHA activity number 313068876.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
ARICON GROUP CORP
Site address
GRAYSTAR AT CYPRESS CREEK
City
LUTZ
State
FL
ZIP
33559
Mailing
1539 DALE MABRY HIGHWAY, LUTZ, FL 33548
Inspection type
Planned (H)
Scope
Complete (A)
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
4
Ownership type
Private (A)

2 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 4 exposed
Issued
Mar 23, 2009
Abate by
Mar 27, 2009
Penalty
Initial $1,500 · Current $1,125 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;
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:
a) Graystar at Cypress Creek, Lutz - Building 2 - Two employees were
exposed to a
fall of 16 feet and two employees were exposed to a fall of 31 feet during
the
installation of roof trusses due to the lack of temporary bracing. The
lack of the
temporary bracing could cause the roof trusses to collapse. The following
factors
could contribute to a truss collapse:
1. Top Chord Temporary Diagonal Bracing was non-existent; 2. Bottom Chord
Temporary Lateral Bracing was non-existent; 3. Bottom Chord Temporary
Diagonal
Bracing was non-existent; and 4. Web Member Plane Bracing(Lateral and
Diagonal/Temporary and Permanent) was non-existent.
Among one feasible and acceptable method of abatement is to install and
handle the
roof trusses in accordance with the Building Component Safety Information,
Guide to
Good Practice for Handling, Installing, Restraining and Bracing of Metal
Plate
Connected Wood Trusses.d
Recent events (2)
  • · I (S) $1125.00
  • · Z (S) $1500.00

1926.501 B13

Serious Gravity 10 1 instance 2 exposed
Issued
Mar 23, 2009
Abate by
Mar 26, 2009
Penalty
Initial $1,500 · Current $1,125 Reduced
Recent events (2)
  • · I (S) $1125.00
  • · Z (S) $1500.00

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 313068876.

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