Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,214Inspections Most recent open 2026-07-16 Last loaded 2026-07-20

OSHA Inspection: JOSE N. SANCHEZ

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of JOSE N. SANCHEZ in 6269 GLENWILLOW ROAD, GALLOWAY, OH 43119 (NAICS 236118). OSHA activity number 334862794.

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Establishment
JOSE N. SANCHEZ
Site address
6269 GLENWILLOW ROAD
City
GALLOWAY
State
OH
ZIP
43119
Mailing
5056 DIERKER ROAD, COLUMBUS, OH 43220
Inspection type
Planned (H)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
236118
Employees
4
Ownership type
A

6 citations on file for this inspection.

1926.451 C02

Serious Gravity 5 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $1700.00 · Current $680.00 Reduced
29 CFR 1926.451(c)(2):     Supported scaffold poles, legs, posts, frames, and uprights shall bear on base plates and mud sills or other adequate firm foundation.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold that was not positioned on mudsills for a solid foundation, thereby exposing the employee to a fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $680
  • — Z (S) $1700

1926.451 C03

Serious Gravity 5 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.451(c)(3):     Supported scaffold poles, legs, posts, frames, and uprights shall be plumb and braced to prevent swaying and displacement.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold that had one pole leg that was not plum, thereby exposing the employee to a fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.451 G01 VII

Serious Gravity 10 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $2800.00 · Current $1120.00 Reduced
29 CFR 1926.451(g)(1)(vii):     Each employee on a scaffold more than 10 feet (3.1 m) above a lower level shall be protected from falling to that lower level.  Paragraphs (g)(1)(i) through (vii) of this section establish the types of fall protection to be provided to the employees on each type of scaffold.     For all scaffolds not otherwise specified in paragraphs (g)(1)(i) through (g)(1)(vi) of this section, each employee shall be protected by the use of personal fall arrest systems or guardrail systems meeting the requirements of paragraph (g)(4) of this section.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold that did not have a midrail, screen, or mesh installed to prevent the employees from a fall, thereby exposing the employee to a fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $1120
  • — Z (S) $2800

1926.451 G04 I

Serious Gravity 10 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.451(g)(4)(i):     Guardrail systems shall be installed along all open sides and ends of platforms. Guardrail systems shall be installed before the scaffold is released for use by employees other than erection/dismantling crews.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold that did not have guardrails installed on the ends of the scaffold, thereby exposing the employees to a fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.452 J02

Serious Gravity 10 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.452(j)(2):     Poles shall be secured to the structure by rigid triangular bracing or equivalent at the bottom, top, and other points as necessary. When the pump jack has to pass bracing already installed, an additional brace shall be installed approximately 4 feet (1.2 m) above the brace to be passed, and shall be left in place until the pump jack has been moved and the original brace reinstalled.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold that was not braced at the bottom of the scaffold's poles, thereby exposing the employees to a fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.1053 B01

Serious Gravity 5 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $1360.00 · Current $544.00 Reduced
29 CFR 1926.1053(b)(1):     When portable ladders are used for access to an upper landing surface, the ladder side rails shall extend at least 3 feet (.9 m) above the upper landing surface to which the ladder is used to gain access; or, when such an extension is not possible because of the ladder's length, then the ladder shall be secured at its top to a rigid support that will not deflect, and a grasping device, such as a grabrail, shall be provided to assist employees in mounting and dismounting the ladder. In no case shall the extension be such that ladder deflection under a load would, by itself, cause the ladder to slip off its support.    a.  At the site, employees were installing vinyl siding on the back of a residential home from a pump jack scaffold.  The primary means of accessing the scaffold was by a portable ladder that did not extend at least three feet above the scaffold platform, thereby exposing the employee to a max fall hazard of 13-1/2 feet.
Recent events (2)
  • — I (S) $544
  • — Z (S) $1360

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 334862794.