Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,196,249Inspections Most recent open 2026-08-20 Last loaded 2026-08-24

OSHA Inspection: F.J. SCIAME CONSTRUCTION CO. INC.

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of F.J. SCIAME CONSTRUCTION CO. INC. in 227 FRONT ST, NEW YORK, NY 10038 (NAICS 236220). OSHA activity number 307037648.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
227 FRONT ST
City
NEW YORK
State
NY
ZIP
10038
Mailing
80 SOUTH ST, NEW YORK, NY 10038
Inspection type
Planned (H)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
Union (Y)
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
236220
SIC code (legacy)
1542
Employees
75
Ownership type
Private (A)

1 citation on file for this inspection.

1926.501 A02

Other-than-serious Gravity 10 2 instances 3 exposed
Issued
Aug 3, 2004
Abate by
Aug 11, 2004
Penalty
Initial $3,000 · Current $3,000
Section 5(a)(1) of the Occupational Safety and Health Act of 1970: The
employer did not
furnish to each of his employees 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 floor collapse hazards:
Location: 227 Front St, New York, N.Y.
On or about 06/18/04.
A 12 ft by 16 ft section of floor collapsed. The following conditions were
observed:
a)Only three screws were used to attach a temporary beam hanger which had
required
10 screws and which was holding up one corner of the floor section. The
three screws
sheared off when the floor collapsed. The temporary beam also buckled
where a 15
inch section of the "beam cap" reinforcement was missing.
(b)Employers at the jobsite were not notified or warned that the floor had
not been
completed structurally and to limit construction activities on it.
AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE ABATEMENT
METHOD TO CORRECT THIS HAZARD IS:
1.Use the correct number of screws for C-Joist connections as required by
the C-Joist
manufacturer (Cleveland Steel). Ensure that structural design changes are
done under
the supervision of an engineer or equivalent.
2.Make necessary notifications and warnings to other employers at the
jobsite if floor
load capacity has been changed from the capacity listed on the project
design
drawings (125 lb per sq ft).
Abatement Note:  The employer is required to submit abatement
certification for this item in
accordance with 29  CFR 1903.19.
Recent events (2)
  • · I (O) $3000.00
  • · 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 307037648.

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