Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: SCHWEIGER CARPENTRY

Unprogrammed Related inspection · Safety discipline

On , OSHA opened an unprogrammed Related safety inspection of SCHWEIGER CARPENTRY in 164 BRICKYARD ROAD, MARS, PA 16046 (NAICS 238130). OSHA activity number 315559195.

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broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Establishment
SCHWEIGER CARPENTRY
Site address
164 BRICKYARD ROAD
City
MARS
State
PA
ZIP
16046
Mailing
467 DUTCH ROAD, HARMONY, PA 16037
Inspection type
Unprogrammed Related (G)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238130
SIC code (legacy)
1751
Employees
1
Ownership type
A

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 5 exposed
Issued
Oct 26, 2011
Abate by
Oct 31, 2011
Penalty
Initial $4,200 · Current $3,000 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 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

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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