MARS, PA —
OSHA Inspection: SCHWEIGER CARPENTRY
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of SCHWEIGER CARPENTRY in 164 BRICKYARD ROAD, MARS, PA 16046 (NAICS 238130). OSHA activity number 315559195.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- SCHWEIGER CARPENTRY
- Site address
- 164 BRICKYARD ROAD
- City
- MARS
- State
- PA
- ZIP
- 16046
- Mailing
- 467 DUTCH ROAD, HARMONY, PA 16037
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- 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
- 1
- Ownership type
- A
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Oct 26, 2011
- Abate by
- Oct 31, 2011
- Penalty
- Initial $4,200 · 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 erecting inadequately supported trusses exposing them to crushing injuries: a) Jobsite, 164 Brickyard Road, Mars, Adams Township, PA: On or before May 11, 2011, employees were setting 75 foot long wooden roof trusses at the No Off Season Development building. The top cord of the roof trusses were braced every 12 feet instead of every 4 feet, and the gable truss was not braced to the ground as required by the Wood Council of America and Truss Plate Institute guidelines outlined in Building Safety Information, BCSI-B1 Summary Sheet-Guide for handling, installing, restraining and bracing trusses, dated 2006. The gable truss was not uniformly supported for its entire length over a load bearing wall as required by the truss manufacturer. These conditions caused the roof trusses to collapse injuring 2 workers. Among other methods, one feasible and acceptable means of abatement is to follow the recommendation of the component manufacturer, along with the Wood Truss Council of America and Truss Plate Institute guidelines outlined in Building Component Safety Information, BCSI-B1 Summary Sheet-Guide for handling, installing, restraining and bracing of trusses, dated 2006, and the BCSI-B2 Summary Sheet-Truss Installation & Temporary Restraint/Bracing, dated 2006.
Recent events (2)
- — I (S) $3000.00
- — Z (S) $4200.00
More inspections in this industry (NAICS 238130)
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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 315559195.
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