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Inspection Detail

Inspection: 300252467 - Menomonie Builders, Inc.

Inspection Information - Office: Eau Claire Area Office

 

Inspection Nr: 300252467
Report ID: 0523900
Date Opened: 07/17/2002

Site Address:
Menomonie Builders, Inc.
4631 Menard Dr. Bldg. 18
Eau Claire, WI 54703

Mailing Address:
2020 2nd St.E, Menomonie, WI 54751

Union Status: NonUnion

SIC:1541

NAICS: 0 


Inspection Type: Referral

Scope: Complete

Advanced Notice: Y

Ownership: Private

Safety/Health: Safety

Close Conference: 09/17/2002

Emphasis: L:Fall, S:Construction

Case Closed: 10/23/2002


Related Activity
Type Activity Nr Safety Health
Referral 200340479 Yes
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 3 3
Current Violations 3 3
Initial Penalty $6,750 $0 $0 $0 $0 $6,750
Current Penalty $4,050 $0 $0 $0 $0 $4,050
FTA Penalty $0 $0 $0 $0 $0 $0

Violation Items
# Citation ID Citaton Type Standard Cited Issuance Date Abatement Due Date Current Penalty Initial Penalty FTA Penalty Contest Latest Event Note
1. 01001 Serious 5A0001 09/18/2002 10/15/2002 $2,100 $3,500 $0 I - Informal Settlement  
2. 01002 Serious 19260021 B02 09/18/2002 10/15/2002 $1,500 $2,500 $0 I - Informal Settlement  
3. 01003 Serious 19260096 09/18/2002 09/24/2002 $450 $750 $0 I - Informal Settlement  

Investigation Summary

Investigation Nr: 200340404
Event: 07/16/2002
Three Employees Are Injured When the Trusses Collapsed

On July 16, 2002, five trusses collapsed due to inadequate temporary bracing, trusses not being properly secured at ends, and the crane releasing the trusses before they were adequately secured and braced. Building was an addition to an existing warehouse of similar construction. Trusses were 88-ft 8-in. in length from end to peak. Overall span length was 180 feet. Trusses were constructed of 2-ply 2-in. by 10-in. with 2-in. by 4-in. webs. Spacing of trusses was 6 ft, trusses weighed approximately 3300 lbs. Trusses collapsed in a domino effect after an employee working in a manlift removed a temporary brace in an attempt to straighten out a bow in the last truss that was set. As a result of the collapse, Employees #1 and #2 were hospitalized. Employee #1 was treated for cuts on arm while Employee #2 was treated for fractured foot. Employee #3 was treated for a fractured foot and released. The trusses were installed without meeting the requirements the Truss Plate Institutes Summary Sheet HIB-91, Commentary and Recommendations For Handling, Installing & Bracing Metal Plate Connected Wood Trusses. The summary sheet specifically states, "see a registered professional engineer" for the arrangement of temporary bracing of trusses over 60 ft in length. A registered professional engineer was never consulted prior to the collapse. In addition, the HIB- 91 Summary states that " each truss should be set in the proper position per the building designers framing plan and held with the lifting device until the ends of the truss is securely fastened in place and temporary bracing is installed. During the erection of trusses at this site, the crane was releasing the trusses before they were secured and adequately braced.

Keywords: FRACTURE, TRUSS, COLLAPSE, CARPENTER, LACERATION, STRUCK BY, ANKLE, FOOT

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 300252467 Hospitalized injury Cut/Laceration Carpenters
2 300252467 Hospitalized injury Fracture Carpenters
3 300252467 Non Hospitalized injury Fracture Construction laborers
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