GROVELAND, FL —
OSHA Inspection: JUAN M. DELA ROSA CONSTRUCTION
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of JUAN M. DELA ROSA CONSTRUCTION in 1085 STONEHAM DR., GROVELAND, FL 34736 (NAICS 000000). OSHA activity number 304708068.
Where did this inspection happen?
- Establishment
- JUAN M. DELA ROSA CONSTRUCTION
- Site address
- 1085 STONEHAM DR.
- City
- GROVELAND
- State
- FL
- ZIP
- 34736
- Mailing
- 103 ROSE AVE., CLERMONT, FL 34711
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- 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
- 000000
- SIC code (legacy)
- 1751
- Employees
- 4
- Ownership type
- A
Citations
3 citations on file for this inspection.
5(a)(1)
- Issued
- Abate by
- Penalty
- Initial $1500.00 · Current $1050.00 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 the 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. Employees were also exposed to the hazard of being struck by falling metal plate connected wood roof trusses that may experience movement, and/or collapse, due to the lack of proper temporary bracing: a) At the construction site of the single family home located at 1085 Stoneham Dr., Groveland, Florida. The metal plate connected wood roof trusses which were installed, on or about 8/6/01, were not installed with the proper required temporary bracing. Short 2x4 inch "spacer" pieces of lumber 32 inches long, were used between adjacent trusses for spacing and temporary bracing. The top chords of the roof trusses were not provided with the proper required lateral and diagonal temporary bracing. There were only two ground brace vertical installed. One feasible and acceptable abatement method to correct these hazards is to install the roof trusses in accordance with the Truss Plate Institute 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 plans designed by Lindemann Bentzon Engineering Company, Inc., state under "General Notes - Timber and Pre-Engineered Wood Trusses" that all timber work shall be in accordance with the latest editions of Bracing Wood Trusses: Commentary and Recommendations by T.P.I. and Handling and Erecting Wood Trusses by T.P.I. The Standard Building Code also refers to the HIB-91 for handling, installing and bracing of metal plate connected wood trusses.
Recent events (2)
- — I (S) $1050.00
- — Z (S) $1500.00
1926.20 B02
- Issued
- Abate by
- Penalty
- Initial $1500.00 · Current $1050.00 Reduced
Recent events (2)
- — I (S) $1050.00
- — Z (S) $1500.00
1926.1053 B01
- Issued
- Abate by
- Penalty
- Initial $600.00 · Current $420.00 Reduced
Recent events (2)
- — I (S) $420.00
- — Z (S) $600.00
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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 304708068.