MIAMI, FL —
OSHA Inspection: GAMMA CONSTRUCTION, INC.
Planned inspection · Safety discipline
At a glance
On , OSHA opened a planned safety inspection of GAMMA CONSTRUCTION, INC. in 10371 138 COURT - BLDG. F, MIAMI, FL 33176 (NAICS 000000). OSHA activity number 106104268.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- GAMMA CONSTRUCTION, INC.
- Site address
- 10371 138 COURT - BLDG. F
- City
- MIAMI
- State
- FL
- ZIP
- 33176
- Mailing
- 4850 SW 72 AVE., MIAMI, FL 33155
What kind of inspection was it?
- Inspection type
- Planned (H)
- Scope
- Complete (A)
- 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)
- 1751
- Employees
- 22
- Ownership type
- A
Citations
3 citations on file for this inspection.
1926.25 A
- Issued
- Aug 22, 1988
- Abate by
- Aug 26, 1988
- Penalty
- Initial $800 · Current $400 Reduced
Recent events (2)
- — I (S) $400.00
- — Z (S) $800.00
1926.450 A01
- Issued
- Aug 22, 1988
- Abate by
- Aug 26, 1988
- Penalty
- Initial $1,000 · Current $500 Reduced
Recent events (2)
- — I (S) $500.00
- — Z (S) $1000.00
5(a)(1)
- Issued
- Aug 22, 1988
- Abate by
- Aug 26, 1988
- Penalty
- Initial $10,000 · Current $5,000 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: a) On and before June 10, 1988, at the Charlestowne Project, wooden roof trusses being erected were not adequately braced to prevent a truss collapse, exposing employee(s) to the hazards of being struck by, or falling from, collapsing trusses: The following deficiencies were noted: 1) Lateral braces were not continuous for the entire length of the building: Only short erection scabbers were used; 2) The number of lateral braces used was insufficient; only one construction scabber on each side of the truss between the Ridge line and eaves were used; 3) The first truss (Gable End) were not securely braced; a single scabber into the concrete block was used; 4) There were no web, or bottom chord braces used; 5) There were no diagonal braces used; 6) Lumber used for bracing was not minimum 2 x 4 inches as long as can be handled; 7) The nails used for the bracing were not 16 penny double headed. Among other methods, one feasible and acceptable method of abating these hazards is to install trusses in accordance with the requirements of the Truss Plate Institute which are contained in B.W.T.-76 "Bracing Wood Trusses".
Recent events (2)
- — I (W) $5000.00
- — Z (W) $10000.00
More inspections at Gamma Construction, 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 106104268.
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