ARNOLD, PA ·
OSHA Inspection: DAVE BROWN CONSTRUCTION
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of DAVE BROWN CONSTRUCTION in 1316 3RD AVENUE, ARNOLD, PA 15068 (NAICS 236115). OSHA activity number 315561480.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- DAVE BROWN CONSTRUCTION
- Site address
- 1316 3RD AVENUE
- City
- ARNOLD
- State
- PA
- ZIP
- 15068
- Mailing
- 802 COUNTY LINE ROAD, ACME, PA 15068
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (N)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 236115
- SIC code (legacy)
- 1521
- Employees
- 6
- Ownership type
- Private (A)
Citations
3 citations on file for this inspection.
5(a)(1)
- Issued
- Nov 15, 2011
- Abate by
- Nov 18, 2011
- Penalty
- Initial $4,200 · Current $2,100 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 crushing injuries: (a) Jobsite, 1316 Third Avenue, Arnold, PA 15068: On August 29, 2011, employees were setting 58' 2" wooden parallel chord trusses at a New L&L Roofing Warehouse/Office Building. The top chord of the roof trusses were braced approximately every 18' instead of every 15' beginning at the ends of the trusses, one nail was used to secure the bracing to the top chord instead of two nails, braces were butted together on the top chord instead of overlapping two trusses, and 27 sheets of 4'x 8' x 5/8" Square Edge OSB was set on the top chord instead of a maximum of 16" as required by the Wood Council of America and Truss Plate Institute guidelines outlined in Building Component Safety Information, BCSI- B2 and BCSI- B7: Guide for Handling, Installing, Restraining, and Bracing Trusses, dated 2006. The parallel chord trusses were not uniformly braced over their entire installed length. These conditions caused the parallel chord trusses to collapse injuring two workers. Among other methods, one feasible and acceptable means of abatement is to follow the recommendation of the component manufacture, along with the Wood Truss Council of America and Truss Plate Institute guidelines outlined in Building Component Safety Information, BCSI- B1: Guide for Handling, Installing, Restraining, and Bracing of trusses, the BCSI-B2: Truss Installation and Temporary Restraint/Bracing, and the BCSI-B7: Temporary and Permanent Restraint/Bracing for Parallel Chord Trusses, dated 2006.
Recent events (2)
- · I (S) $2100.00
- · Z (S) $4200.00
1926.100 A
- Issued
- Nov 15, 2011
- Abate by
- Nov 18, 2011
- Penalty
- Initial $1,800 · Current $900 Reduced
Recent events (2)
- · I (S) $900.00
- · Z (S) $1800.00
1926.451 E08
- Issued
- Nov 15, 2011
- Abate by
- Nov 18, 2011
- Penalty
- Initial $3,000 · Current $1,500 Reduced
Recent events (2)
- · I (S) $1500.00
- · Z (S) $3000.00
More inspections at Dave Brown Construction
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Source
This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 315561480.
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