OSHA Inspection: JOSE BENITO SALRANA

Issued

2013-12-10 00:00:00

Abate by

2013-12-16 00:00:00

Penalty

Initial $2800.00 · Current $2800.00

General-duty citation text

29 CFR 1926.451(c)(1): Supported scaffolds with a height to base width (including outrigger supports, if used) ratio of more than four to one (4:1) were not restrained from tipping by guying, tying, bracing, or equivalent means, as set forth in subparagraphs (i) - (iii) of this paragraph.   Located along the side perimeter exterior area of the residential structure employees were observed working from a self-supported tubular welded frame scaffolding system with a 5 foot wide minimum base erected to a height in excess of 26 feet without the scaffolding system being secured to the structure or equivalent.

Issued

2013-12-10 00:00:00

Abate by

2013-12-18 00:00:00

Penalty

Initial $2800.00 · Current $2800.00

General-duty citation text

29 CFR 1926.451(f)(7): Scaffolds were not erected, moved, dismantled, or altered, by trained and experienced employees under the supervision and direction of a competent person qualified in scaffold erection, moving, dismantling or alteration:; Such activities were not performed only by experienced and trained employees selected for such work by the competent person.   Located along the side perimeter exterior area of the residential structure a self-supported tubular welded frame scaffolding system was not erected and used properly under the supervision of a competent person qualified in scaffold erection in that protection from tipping and standard guardrails or personal fall arrest systems were not erected or completely utilized.

Issued

2013-12-10 00:00:00

Abate by

2013-12-16 00:00:00

Penalty

Initial $2800.00 · Current $2800.00

General-duty citation text

29 CFR 1926.451(g)(1): Employees on scaffolds more than 10 feet (3.1 m) above a lower level were not protected from falling to that lower level by fall protection established in paragraphs (g)(1)(i)-(vii) of this section:   Located along the side perimeter exterior area of the residential structure employees were observed working from a self-supported tubular welded frame scaffolding system who were not protected by standard guardrails or personal fall arrest systems exposing employees to fall potentials of 14.