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

OSHA Inspection: CERTIFIED BUILDING CONTRACTORS, INC.

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of CERTIFIED BUILDING CONTRACTORS, INC. in 4949 ATWOOD DRIVE, ORLANDO, FL 32828 (NAICS 238130). OSHA activity number 308720697.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
4949 ATWOOD DRIVE
City
ORLANDO
State
FL
ZIP
32828
Mailing
747 S.W. SOUTH MACEDO BLVD., PORT ST. LUCIE, FL 34983
Inspection type
Referral (C)
Scope
Partial (B)
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
33
Ownership type
A

4 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 4 exposed
Issued
Apr 14, 2005
Abate by
Apr 19, 2005
Penalty
Initial $4,000 · Current $3,000 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, and being struck by, the metal
plate connected wood
roof trusses that were subject to movement due to the lack of proper
temporary bracing:
a.  During the installation of metal plate connected wood roof trusses
spanning 38 feet
8 inches, the sheathed gable end and ten trusses collapsed and injured
three (3)
employees on March 1, 2005.  The following factors contributed to the
collapse:
1.  There were high winds on the site at the time of the collapse and the
sheathed
gable end acted like a sail and initiated the collapse due to inadequate
ground to
gable bracing, as specified in Steps 1 through 3 of BCSI B-2.
2.  Bottom chord diagonal bracing was non-existent for the ten (10)
trusses, as
specified in Step 7 of BCSI B-2.
3.  Web member diagonal bracing was non-existent for the ten (10) trusses,
as
specified in Step 6 of BCSI B-2.
One feasible and acceptable method to correct these hazards is to install
the roof trusses in
accordance with the Truss Plate Institute's recommendations which are
contained in BCSI B-1
and B-2 (Building Component Safety Information).  The truss manufacturer
provided a copy of
B-1 when it delivered the trusses to the job site.
Recent events (2)
  • · I (S) $3000.00
  • · Z (S) $4000.00

1926.20 B02

Serious Gravity 10 1 instance 4 exposed
Issued
Apr 11, 2005
Abate by
May 5, 2005
Penalty
Initial $4,000 · Current $3,000 Reduced
Recent events (2)
  • · I (S) $3000.00
  • · Z (S) $4000.00

1926.501 B13

Serious Gravity 03 1 instance 4 exposed
Issued
Apr 11, 2005
Abate by
May 5, 2005
Penalty
Initial $2,000 · Current $1,500 Reduced
Recent events (2)
  • · I (S) $1500.00
  • · Z (S) $2000.00

1926.503 A01

Serious Gravity 03 1 instance 4 exposed
Issued
Apr 11, 2005
Abate by
May 5, 2005
Penalty
Initial $2,000 · Current $1,500 Reduced
Recent events (2)
  • · I (S) $1500.00
  • · Z (S) $2000.00

View Certified Building Contractors, INC.'s full OSHA safety record →

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 308720697.

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