Safety Incidents OSHA Severe Injury Reports · 2015–2025
4,113,118Inspections Most recent open 2026-07-13 Last loaded 2026-07-17

OSHA Inspection: SANTIAGO FAJARDO MASONRY, INC.

Unprogrammed Other inspection · Safety discipline

On , OSHA opened an unprogrammed Other safety inspection of SANTIAGO FAJARDO MASONRY, INC. in 25252 CORDERA POINT DRIVE, BONITA SPRINGS, FL 34135 (NAICS 238140). OSHA activity number 341349363.

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Site address
25252 CORDERA POINT DRIVE
City
BONITA SPRINGS
State
FL
ZIP
34135
Mailing
916 MILWAUKEE BLVD, LEHIGH ACRES, FL 33974
Inspection type
Unprogrammed Other (I)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238140
Employees
10
Ownership type
A

6 citations on file for this inspection.

1926.451 B01

Serious Gravity 5 1 instance 10 exposed
Issued
Penalty
Initial $2400.00 · Current $2400.00
29 CFR 1926.451(b)(1): Each platform on all working levels of scaffolds was not fully planked or decked between the front uprights and the guardrail supports as specified in paragraphs 1926.451(b)(1)(i)-(ii):  a. At the jobsite, the tubular welded scaffolding employees were working from was missing approximately 9 inches of planking on the working levels, exposing the employees to 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $2400

1926.451 B04

Serious Gravity 5 1 instance 10 exposed
Issued
Penalty
Initial $2400.00 · Current $2400.00
29 CFR 1926.451(b)(4): Each end of a platform, unless cleated or otherwise restrained by hooks or equivalent means, shall extend over the centerline of its support at least 6 inches (15 cm):  a. At the jobsite, the planking on the tubular welded scaffolding employees were working from extended 3-4 inches past the support frame, exposing the employees to 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $2400

1926.451 F03

Serious Gravity 5 1 instance 10 exposed
Issued
Penalty
Initial $2400.00 · Current $2400.00
29 CFR 1926.451(f)(3): Scaffolds and scaffold components were not inspected for visible defects by a competent person before each work shift, and after any occurrence which could affect a scaffold's structural integrity:  a.  At the jobsite, the scaffolding employees were working from had at least 4 scaffold frames with broken welds and 4 pieces of planking had large and long cracks in them, exposing the employees to 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $2400

1926.451 F07

Serious Gravity 5 1 instance 10 exposed
Issued
Abate by
Penalty
Initial $2400.00 · Current $2400.00
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:  a.  At the jobsite, employees erected, dismantled and moved tubular welded scaffolding without the guidance and supervision of a competent person, exposing the emp0loyees to a 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $2400

1926.454 B

Serious Gravity 5 1 instance 10 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.454(b): The employer did not have each employee involved in erecting, disassembling, moving, operating, repairing, maintaining, or inspecting a scaffold trained by a competent person to recognize any hazards associated with the work in question:  a.  At the jobsite, untrained employees erected, dismantled, moved, and worked from tubular welded scaffolding without the being trained on the hazards associated with scaffolding, exposing the employees to a 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $0

1926.452 C02

Serious Gravity 5 1 instance 10 exposed
Issued
Penalty
Initial $2400.00 · Current $2400.00
29 CFR 1926.452(c)(2): Tubular welded frames and panels were not braced by cross, horizontal, or diagonal braces, or combination thereof, which would have secured vertical members together laterally:  a. At the jobsite, the tubular welded scaffolding frames was not braced along the front-outer sections of the scaffolding, exposing employees to a 6 foot 4 inch fall hazard, on or about 3/23/16.
Recent events (1)
  • — Z (S) $2400

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 341349363.