ERIE, PA —
OSHA Inspection: SOLOP CONSTRUCTION
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of SOLOP CONSTRUCTION in 4380 WEST RIDGE ROAD, ERIE, PA 16506 (NAICS 000000). OSHA activity number 113168231.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- SOLOP CONSTRUCTION
- Site address
- 4380 WEST RIDGE ROAD
- City
- ERIE
- State
- PA
- ZIP
- 16506
- Mailing
- 1552 KUTZ ROAD, ERIE, PA 16509
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
- 000000
- SIC code (legacy)
- 1761
- Employees
- 1
- Ownership type
- A
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Sep 13, 2002
- Abate by
- Sep 18, 2002
- Penalty
- Initial $300 · Current $300
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 possibility of truss collapse: (a) Art's Bakery, 4380 West Ridge Road, Erie, PA; three separate recommendations of the Truss Plate Institute GIB-91 Summary Sheet were not followed when erecting roof trusses: 1) There was no bottom lateral and/or diagonal bracing. 2) There was inadequate diagonal bracing on the top chord. 3) The bracing that was in place was not overlapped at least two feet. Among other methods, one feasible method to correct the hazard is to follow the Truss Plate Institute HIB-91 Summary Sheet or whatever information on truss erection is sent by the manufacturer of the trusses when they arrive on the jobsite.
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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 113168231.
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