WILLIAMSVILLE, NY —
OSHA Inspection: CMJ CONSTRUCTION SERVICES INC.
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of CMJ CONSTRUCTION SERVICES INC. in 408 MILL STREET, WILLIAMSVILLE, NY 14221 (NAICS 238130). OSHA activity number 342061850.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- CMJ CONSTRUCTION SERVICES INC.
- Site address
- 408 MILL STREET
- City
- WILLIAMSVILLE
- State
- NY
- ZIP
- 14221
- Mailing
- 140 GARDEN VILLAGE DRIVE, APT. 3, CHEEKTOWAGA, NY 14227
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- B
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 238130
- Employees
- 8
- Ownership type
- A
Citations
2 citations on file for this inspection.
1926.502 B03
- Issued
- Jun 30, 2017
- Penalty
- Initial $3,803 · Current $3,803
General-duty citation text
29 CFR 1926.502(b)(3): Guardrail systems were not capable of withstanding, without failure, a force of at least 200 pounds (890 N) applied within 2 inches (5.1 cm) of the top edge, in any outward or downward direction, at any point along the top edge: a) On or about 1/11/17 on the second and third story exterior decks/balconies on the north and south sides , east of the center section, of a 3- story apartment building under construction at 408 Mill St., Williamsville,NY: Temporary wood guardrails were installed along the two open sides of the decks/balconies to protect workers from falls of approx. 11 ft. from second story exterior decks /balconies to approx. 21 ft. 6 in. from third story exterior decks/balconies. The guardrail system on the balconies consisted of one vertical 6 x 6 inch wood structural post , in an outward corner of the balcony, one vertical wood 2x 4 nailed into the wall of the mechanical room wall at an outward corner of the deck/balcony, and one vertical wood 2x 4 nailed into the wall of the building at an inside corner of the deck/balcony. Horizontal wood 2 x 4 toprails, and horizontal wood 2 x 4 midrails were nailed into the vertical members to form the guardrail system . The horizontal spans of the toprails and midrails on the outside end of the deck /balcony were approx. 11 feet 4 inches. The horizontal spans of the toprails and midrails on the east and west sides of the deck/balcony were approx. 9 feet 3 inches. These horizontal spans were greater than the 8 ft . span between vertical posts recommended for wooden guardrails in Appendix B of Subpart M of this standard. NO ABATEMENT DOCUMENTATIOM REQUIRED
Recent events (1)
- — Z (S) $3803
1926.502 B05
- Issued
- Jun 30, 2017
- Penalty
- Initial $0 · Current $0
General-duty citation text
29 CFR 1926.502(b)(5): Midrails, screens, mesh, intermediate vertical members, solid panels, and equivalent structural members were not capable of withstanding, without failure, a force of at least 150 pounds (666 N) applied in any downward or outward direction at any point along the midrail or other member: a) On or about 1/11/17 on the second and third story exterior decks/balconies on the north and south sides , east of the center section, of a 3- story apartment building under construction at 408 Mill St., Williamsville, NY: Temporary wood guardrails were installed along the two open sides of the decks/balconies to protect workers from falls of approx. 11 ft. from second story exterior decks /balconies to approx. 21 ft. 6 in. from third story exterior decks/balconies. The guardrail system on the balconies consisted of one vertical 6 x 6 inch wood structural post , in an outward corner of the balcony, one vertical wood 2x 4 nailed into the wall of the mechanical room wall at an outward corner of the deck/balcony, and one vertical wood 2x 4 nailed into the wall of the building at an inside corner of the deck/balcony. Horizontal wood 2 x 4 toprails, and horizontal wood 2 x 4 midrails were nailed into the vertical members to form the guardrail system . The horizontal spans of the toprails and midrails on the outside end of the deck /balcony were approx. 11 feet 4 inches. The horizontal spans of the toprails and midrails on the east and west sides of the deck/balcony were approx. 9 feet 3 inches. These horizontal spans were greater than the 8 ft . span between vertical posts recommended for wooden guardrails in Appendix B of Subpart M of this standard. NO ABATEMENT DOCUMENTATIOM REQUIRED
Recent events (1)
- — Z (S) $0
More inspections in this industry (NAICS 238130)
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Source
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 342061850.
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