ORLANDO, FL ·
OSHA Inspection: CERTIFIED BUILDING CONTRACTORS, INC.
Referral inspection · Safety discipline
At a glance
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.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- CERTIFIED BUILDING CONTRACTORS, INC.
- Site address
- 4949 ATWOOD DRIVE
- City
- ORLANDO
- State
- FL
- ZIP
- 32828
- Mailing
- 747 S.W. SOUTH MACEDO BLVD., PORT ST. LUCIE, FL 34983
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Partial (B)
- 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
- 33
- Ownership type
- A
Citations
4 citations on file for this inspection.
5(a)(1)
- Issued
- Apr 14, 2005
- Abate by
- Apr 19, 2005
- Penalty
- Initial $4,000 · Current $3,000 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 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
- 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
- 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
- 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
More inspections at Certified Building Contractors, INC.
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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 308720697.
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