TranslateInspection Detail
Inspection: 1486759.015 - Enmanuel Construction, Llc
Inspection Information - Office: Atlanta West
Site Address:
Enmanuel Construction, Llc
1041 Howell Mill Road, Nw
Atlanta, GA 30312
Mailing Address:
644 Harvard Drive Nw, Lilburn, GA 30047
Union Status: NonUnion
SIC:
NAICS: 238140/Masonry Contractors
Inspection Type: Fat/Cat
Scope: Complete
Advanced Notice: N
Ownership: Private
Safety/Health: Safety
Close Conference: 08/05/2020
Emphasis: L:Fall
Case Closed: 09/06/2022
| Type | Activity Nr | Safety | Health |
|---|---|---|---|
| Accident | 1637462 | ||
| Inspection | 1499849 | Yes | |
| Inspection | 1486985 | Yes | |
| Inspection | 1509256 | Yes |
| Violations/Penalties | Serious | Willful | Repeat | Other | Unclass | Total |
|---|---|---|---|---|---|---|
| Initial Violations | 4 | 4 | ||||
| Current Violations | 4 | 4 | ||||
| Initial Penalty | $25,941 | $0 | $0 | $0 | $0 | $25,941 |
| Current Penalty | $25,941 | $0 | $0 | $0 | $0 | $25,941 |
| FTA Penalty | $0 | $0 | $0 | $0 | $0 | $0 |
| # | Citation ID | Citaton Type | Standard Cited | Issuance Date | Abatement Due Date | Current Penalty | Initial Penalty | FTA Penalty | Contest | Latest Event | Note |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1. | 01001 | Serious | 19260451 F07 | 01/29/2021 | $4,096 | $4,096 | $0 | Z - Issued | |||
| 2. | 01002 | Serious | 19260452 W02 | 01/29/2021 | $4,096 | $4,096 | $0 | Z - Issued | |||
| 3. | 01003 | Serious | 19260452 W07 | 01/29/2021 | $13,653 | $13,653 | $0 | Z - Issued | |||
| 4. | 01004 | Serious | 19260454 A | 01/29/2021 | 02/25/2021 | $4,096 | $4,096 | $0 | Z - Issued |
Investigation Summary
At 3:30 p.m. on August 4, 2020, Employees #1, #2, and #3, employed by a masonry construction company, were working at a multi-employer construction project, a n ew 18-story commercial building. They were working from a fabricated welded fra me scaffold system with caster wheels and platform extension and installing the brown coat mixture of Exterior Insulation and Finish System (EIFS) and Portland Cement to the soffit with mesh embedded into the west base coat. The weight of the employees and materials on one side of the scaffold platform caused the scaf fold to tip over the guardrails on the leading edge of the 8th floor down to the 7th floor. All three employees fell with the scaffold over the edge and crash ed down to the lower concrete surface, a fall height of 18 feet. Employee #1 su stained fatal crushing injuries to the chest from the weight of the scaffold. E mployees #2 and #3 were transported to the hospital, admitted, and treated for f ractured arms and legs.
Keywords:arm, blunt force trauma, cementing, chest, coating operation, concrete, construction, crushed, fall, fall protection, falling object, fracture, guardrail, installing, leg, mobile scaffold, scaffold collapse, struck ag
| # | Inspection | Age | Sex | Degree | Nature | Occupation |
|---|---|---|---|---|---|---|
| 1 | 1486759.015 | Fatality |