Safety Incidents OSHA Severe Injury Reports · 2015–2025
4,113,118Inspections Most recent open 2026-07-13 Last loaded 2026-07-17

OSHA Inspection: PRESERV BUILDING RESTORATION MANAGEMENT INCORPORATED

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of PRESERV BUILDING RESTORATION MANAGEMENT INCORPORATED in 256 MOTT STREET, NEW YORK, NY 10012 (NAICS 238190). OSHA activity number 341473619.

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Site address
256 MOTT STREET
City
NEW YORK
State
NY
ZIP
10012
Mailing
96 14TH STREET, BROOKLYN, NY 11215
Inspection type
Referral (C)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238190
Employees
3
Ownership type
A

2 citations on file for this inspection.

1926.451 B01

Serious Gravity 5 1 instance 2 exposed
Issued
Penalty
Initial $2850.00 · Current $2350.00 Reduced
29 CFR 1926.451(b)(1): Each platform on all working levels of scaffolds was not fully planked or decked between the front uprights and the guardrail supports as specified in paragraphs 1926.451(b)(1)(i)-(ii).    Site: 256 Mott Street New York, NY    On or about 5/10/16    a) Employees worked from a tubular welded frame scaffold which was not fully planked.
Recent events (2)
  • — I (S) $2350
  • — Z (S) $2850

1926.451 G04 XV

Serious Gravity 10 1 instance 2 exposed
Issued
Penalty
Initial $4988.00 · Current $3988.00 Reduced
29 CFR 1926.451(g)(4)(xv): Crossbracing used in place of a midrail was unacceptable because the crossing point of two braces is between 20 inches (0.5 m) and 30 inches ((0.8 M) above the work platform or as a toprail when the crossing point of two braces is not between 20 inches (0.5 m) and 30 inches (0.8 m) above the work platform or as a toprail when the crossing point of two braces is between 38 inches (0.97 m) and 48 inches (1.3 m) above the work platform.  The endpoints at each upright were more than 48 inches (1.3 m) apart.      Site: 256 Mott Street New York, NY    On or about 5/10 16    a) Employees working on a tubular welded frame scaffold were exposed to falling approximately 11 feet. The cross braces  used as means of fall protection did not meet the standard requirements and no other form of fall protection was being use.
Recent events (2)
  • — I (S) $3988
  • — Z (S) $4988

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 341473619.