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OSHA Inspection: EARL J. SHEPPARD CONSTRUCTION CO.,INC.

Unprogrammed Related inspection · Safety discipline

On , OSHA opened an unprogrammed Related safety inspection of EARL J. SHEPPARD CONSTRUCTION CO.,INC. in 1352 N. TRADE STREET, WINSTON-SALEM, NC 27105 (NAICS 000000). OSHA activity number 125250779.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
1352 N. TRADE STREET
City
WINSTON-SALEM
State
NC
ZIP
27105
Mailing
P.O. BOX 341, WALNUT COVE, NC 27052
Inspection type
Unprogrammed Related (G)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
Non-union (N)
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
1751
Employees
10
Ownership type
Private (A)
Industry flags
Construction safety.

1 citation on file for this inspection.

95012901

Serious 1 instance 2 exposed
Issued
Apr 7, 1999
Abate by
Apr 26, 1999
Penalty
Initial $350 · Current $350
North Carolina General Statute 95-129(1) of the Occupational Safety and
Health Act of North
Carolina:  The employer did not furnish to each of his employees
conditions of 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 falling
trusses:
a)jobsite - on February 9, 1999, 33 out of 41 scissor type trusses erected
on 2X8
inch top plates were not properly braced collapsed.  As a result of that
action two
employees on a protected scaffold were injured by the collapsing trusses.
(reference:  Blue Ox Industries, Inc. plans and specifications for Beulah
Baptist
Church and Truss Plate Institute, HIB Summary Sheet, Commentary and
Recommendations for Handling, Installing & Bracing Metal Plate Connected
Wood Trusses)
Among other methods, one feasible and acceptable abatement method to
correct
this hazard includes, but not limited to the following:
1.Ensure temporary bracing is installed following the truss manufacturer's
plans and specifications for bracing.
2.In the absence of the truss manufacturer's plans and specifications use
recommendations from the Truss Plate Institute pertaining to temporary
bracing.

View Earl J. Sheppard Construction Co.,Inc.'s full OSHA safety record →

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 125250779.

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