WEST NYACK, NY ·
OSHA Inspection: TECTONIC ENGINEERING CONSULTANTS
Programmed Related inspection · Safety discipline
At a glance
On , OSHA opened a programmed Related safety inspection of TECTONIC ENGINEERING CONSULTANTS in PALISADES CENTER, WEST NYACK, NY 10960 (NAICS 000000). OSHA activity number 301457222.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.
Where did this inspection happen?
- Establishment
- TECTONIC ENGINEERING CONSULTANTS
- Site address
- PALISADES CENTER
- City
- WEST NYACK
- State
- NY
- ZIP
- 10960
- Mailing
- P.O. BOX 447, HIGHLAND MILLS, NY 10930
What kind of inspection was it?
- Inspection type
- Programmed Related (I)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (N)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 8734
- Employees
- 5
- Ownership type
- Private (A)
- Industry flags
- Construction safety.
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Feb 12, 1998
- Abate by
- Feb 18, 1998
- Penalty
- Initial $1,500 · Current $1,000 Reduced
General-duty citation text
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: the collapsing of a steel I-Beam structure that was "Rough Hung", I-Beam was not secured by its permanent means, which was to bolt the I-Beam to column J-7. Location: Tower 2 Parking Lot Lower level; J-7, I-Beam # W1409B1, Palisades Center Rt 59 & 303 Nyack NY. On or About: 12/18/97 & The employer did not inform all necessary contractors that the I-Beam # W1409B1 at J-7 was in a "Rough Hung" condition and the steel 18 inches X 18 inches plate was not bolted to the column. Therefore the floor deck at J-7 and J-6 was not ready to receive the concrete pour. AMONG OTHER METHODS ONE FEASIBLE AND ACCEPTABLE METHOD TO CORRECT THIS HAZARD IS: A) The employer, shall verify by means of a written inspection record, that all items relating to the steel erection and steel connections have been accomplished according to the Framing Plans and Foundation Plans. B) The employer, must inform all necessary contractors in writing of any items found from the inspection not to be accomplished as described in the Foundation Plans and Framing Plans prior to any concrete pour. NOTE: Because abatement of this violation is already documented in the inspection case file, the employer need not submit certification or documentation of abatement of this violation as normally required by 29 CFR 1903.19.
Recent events (2)
- · I (S) $1000.00
- · Z (S) $1500.00
More inspections in this industry (NAICS 000000)
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Source
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 301457222.
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