Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,197,549Inspections Most recent open 2026-08-27 Last loaded 2026-08-31

OSHA Inspection: DAVE BROWN CONSTRUCTION

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of DAVE BROWN CONSTRUCTION in 1316 3RD AVENUE, ARNOLD, PA 15068 (NAICS 236115). OSHA activity number 315561480.

What this inspection record means

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
1316 3RD AVENUE
City
ARNOLD
State
PA
ZIP
15068
Mailing
802 COUNTY LINE ROAD, ACME, PA 15068
Inspection type
Referral (C)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
Non-union (N)
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
236115
SIC code (legacy)
1521
Employees
6
Ownership type
Private (A)

3 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 6 exposed
Issued
Nov 15, 2011
Abate by
Nov 18, 2011
Penalty
Initial $4,200 · Current $2,100 Reduced
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

Serious Gravity 01 1 instance 6 exposed
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

Serious Gravity 05 1 instance 3 exposed
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

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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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