BONNERS FERRY, ID ·
OSHA Inspection: CITADEL DESIGN BUILD INC.
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of CITADEL DESIGN BUILD INC. in NORTH HWY 95, BONNERS FERRY, ID 83805 (NAICS 238130). OSHA activity number 311579809.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- CITADEL DESIGN BUILD INC.
- Site address
- NORTH HWY 95
- City
- BONNERS FERRY
- State
- ID
- ZIP
- 83805
- Mailing
- PO BOX 261, BONNERS FERRY, ID 83805
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Partial (B)
- 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
- 238130
- SIC code (legacy)
- 1751
- Employees
- 4
- Ownership type
- A
Citations
4 citations on file for this inspection.
5(a)(1)
- Issued
- Feb 9, 2009
- Abate by
- Feb 13, 2009
- Penalty
- Initial $750 · Current $375 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 was free from recognized hazards that were likely to cause death or serious physical harm to the employees in that employees were exposed to struck by/caught between hazards from roof truss collapse during installation: (a)On or about December 12, 2008, and at times prior thereto, employees had installed 21 common trusses (bottom chord span of 60 feet) without top chord diagonal bracing. (b)On or about December 12, 2008, and at times prior thereto, employees had installed 21 common trusses (bottom chord span of 60 feet) without bottom chord (horizontal) diagonal bracing. (c)On or about December 12, 2008, and at times prior thereto, employees had installed 21 common trusses (bottom chord span of 60 feet) without sufficient top chord lateral bracing. Only one row of metal restraints had been installed on each top chord (sloping side). (d)On or about December 12, 2008, and at times prior thereto, employees had installed 21 common trusses (bottom chord span of 60 feet) without sufficient bottom chord (horizontal) lateral bracing. Only one lateral brace had been placed near the centerline. (e)On or about December 12, 2008, and at times prior thereto, employees had installed 21 common trusses (bottom chord span of 60 feet) without web diagonal bracing. NOTE: Feasible and acceptable abatement methods to correct this hazard would be to follow the Building Component Safety Information BCSI B-1 - Guide for Handling, Installing and Bracing of Metal Plate Connected Wood Trusses, and BCSI B-2 - Truss Installation & Temporary Restraint/Bracing, issued by the Wood Truss Council of America and the Truss Plate Institute. Bracing may be installed as a permanent part of the structure and/or installed temporarily until structural sheathing has been installed. NOTE: Abatement Certification IS required for this item.
Recent events (2)
- · I (S) $375.00
- · Z (S) $750.00
5(a)(1)
- Issued
- Feb 9, 2009
- Abate by
- Feb 13, 2009
- Penalty
- Initial $750 · Current $750
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 was free from recognized hazards that were likely to cause death or serious physical harm to the employees in that employees were exposed to struck- by hazards from roof truss damage and failure: (a)On or about December 12, 2008, and at times prior thereto, trusses were exposed to point loading and damage when employees were placing 60 foot span trusses using a single pick-point at the peak. NOTE: Feasible and acceptable methods to correct this hazard would be to follow the Building Component Safety Information BCSI B-1 Summary Sheet - Guide for Handling, Installing and Bracing of Metal Plate Connected Wood Trusses, issued by the Wood Truss Council of America and the Truss Plate Institute. Single trusses between 30 feet and 60 feet must use a spreader bar with lines that slope inward or "toe-in" to prevent the truss from buckling. NOTE: Abatement Certification IS required for this item.
Recent events (2)
- · I (S) $750.00
- · Z (S) $750.00
1926.100 A
- Issued
- Feb 9, 2009
- Abate by
- Feb 12, 2009
- Penalty
- Initial $600 · Current $250 Reduced
Recent events (2)
- · I (O) $250.00
- · Z (S) $600.00
1926.501 B13
- Issued
- Feb 9, 2009
- Abate by
- Feb 12, 2009
- Penalty
- Initial $750 · Current $375 Reduced
Recent events (2)
- · I (S) $375.00
- · Z (S) $750.00
More inspections in this industry (NAICS 238130)
More inspections in ID
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 311579809.
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