Safety Incidents OSHA Severe Injury Reports · 2015–2025
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OSHA Inspection: DUNCANSON CONSTRUCTION, INC.

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of DUNCANSON CONSTRUCTION, INC. in 9000 E. LAKE UNDERHILL DRIVE, ORLANDO, FL 32825 (NAICS 000000). OSHA activity number 109614370.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
9000 E. LAKE UNDERHILL DRIVE
City
ORLANDO
State
FL
ZIP
32825
Mailing
P.O. BOX 679052, ORLANDO, FL 32867
Inspection type
Referral (C)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
1751
Employees
2
Ownership type
A
Industry flags
Construction safety.

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 05 5 instances 5 exposed
Issued
Nov 29, 1994
Abate by
Dec 5, 1994
Penalty
Initial $525 · Current $525
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:
(a) Falling from wood roof trusses during the erection process in the event
of the trusses collapsing, due to lack of a temporary bracing plan designed
by a registered professional engineer, and by placing a concentrated load
consisting of two bundles of plywood on the trusses, on or about 9/9/94.
Among other methods, one feasible and acceptable method to abate this
hazard is to follow HIB-91, Commentary and Recommendations for Handling,
Installing & Bracing Metal Plate Connected Wood Trusses, which requires a
bracing plan designed by a registered professional engineer for trusses
with a span over 60 feet, and which recommends against placing heavy
construction loads, such as stacks of plywood, on trusses before they are
properly braced, and then only when broken into small units, located over
bearing walls, and installed as soon as possible.

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 109614370.

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