KENT, OH —
OSHA Inspection: INTEC BUILDING SYSTEMS INC.
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of INTEC BUILDING SYSTEMS INC. in RHODES ROAD & STATE ROUTE 59, KENT, OH 44240 (NAICS 000000). OSHA activity number 121940969.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- INTEC BUILDING SYSTEMS INC.
- Site address
- RHODES ROAD & STATE ROUTE 59
- City
- KENT
- State
- OH
- ZIP
- 44240
- Mailing
- 870 MOE DRIVE, SUITE A-1, AKRON, OH 44310
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1542
- Employees
- 9
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Aug 3, 1993
- Abate by
- Aug 6, 1993
- Penalty
- Initial $750 · Current $525 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: On or about June 17, 1993, during the erection of a two story office building at Rhodes Road and State Route 59 in Kent, Ohio, employees were exposed to the hazards of serious injuries such as lacerations, broken bones, or death from a roof collapse while installing metal plate connected wood trusses approximately 76 feet long on top of 10 feet high wood bearing walls. Inadequate lateral bracing and inadequate top chord diagonal bracing were used for the truss erection. The hazards can be abated by, but not limited to, the following: (a) Establish proper spacing of both lateral and top chord diagonal bracing by use of a registered professional engineer for trusses over 60' in length as recommended by the Truss Plate Institue and/or by utilization of truss manufacturers recommendations during erection of trusses. (b) Utilize proper lifting practices for truss length over 60' per Truss Plate Institute, or per gang nail warning literature provided with trusses during delivery. (c) Assure permanent bracing is installed prior to placing loads of OSB (Oriented Strand Board) or piggy back cap trusses on top of installed trusses.
Recent events (2)
- — I (S) $525.00
- — Z (S) $750.00
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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 121940969.
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