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TROM CONSTRUCTION, LLC - Florida Company Profile

Company Details

Entity Name: TROM CONSTRUCTION, LLC
Jurisdiction: FLORIDA
Filing Type: Florida Limited Liability Co.

TROM CONSTRUCTION, LLC is structured as a Limited Liability Company (LLC), a common business structure that offers its members limited liability protection, separating their personal assets from the company's debts and obligations.
In Florida, LLCs are governed by Title XXXVI, Chapter 605, Florida Revised Limited Liability Company Act

Status: Inactive

The business entity is inactive. This status may signal operational issues or voluntary closure, raising concerns about the business's ability to repay loans and requiring careful risk assessment by lenders.

Date Filed: 17 Dec 2015 (9 years ago)
Date of dissolution: 27 Sep 2019 (6 years ago)
Last Event: ADMIN DISSOLUTION FOR ANNUAL REPORT
Event Date Filed: 27 Sep 2019 (6 years ago)
Document Number: L15000209507
FEI/EIN Number 81-0850357

Federal Employer Identification (FEI) Number assigned by the IRS.

Address: 6850 COURTNEY ST, ORLANDO, FL, 32810, US
Mail Address: 6850 COURTNEY ST, ORLANDO, FL, 32810, US
ZIP code: 32810
County: Orange
Place of Formation: FLORIDA

Key Officers & Management

Name Role Address
SANTIAGO CAQUIAS JOSE F Authorized Member 5313 SATEL DR, ORLANDO, FL, 32810
AHEDC GUTIE MA CHRISTINA Authorized Member 616 VINELAND RD, WINTER GARDEN, FL, 34787
SANTIAGO CAQUIAS JOSE F Agent 5313 SATEL DR, ORLANDO, FL, 32810

Events

Event Type Filed Date Value Description
ADMIN DISSOLUTION FOR ANNUAL REPORT 2019-09-27 - -
LC AMENDMENT 2018-08-31 - -
LC AMENDMENT 2018-02-09 - -
LC AMENDMENT 2018-01-09 - -
LC AMENDMENT 2017-12-18 - -
REGISTERED AGENT NAME CHANGED 2016-11-02 SANTIAGO CAQUIAS, JOSE F -
REINSTATEMENT 2016-11-02 - -
CHANGE OF PRINCIPAL ADDRESS 2016-11-02 6850 COURTNEY ST, ORLANDO, FL 32810 -
CHANGE OF MAILING ADDRESS 2016-11-02 6850 COURTNEY ST, ORLANDO, FL 32810 -
ADMIN DISSOLUTION FOR ANNUAL REPORT 2016-09-23 - -

Documents

Name Date
LC Amendment 2018-08-31
ANNUAL REPORT 2018-04-28
LC Amendment 2018-02-09
LC Amendment 2018-01-09
LC Amendment 2017-12-18
ANNUAL REPORT 2017-04-26
REINSTATEMENT 2016-11-02
Florida Limited Liability 2015-12-17

OSHA's Inspections within Industry

Inspection Nr Report ID Date Opened Site Address
343457321 0420600 2018-09-11 4690 TIVOLI DRIVE, WESLEY CHAPEL, FL, 33543
Inspection Type Planned
Scope Partial
Safety/Health Safety
Close Conference 2018-09-11
Emphasis L: FALL, P: FALL
Case Closed 2020-10-02

Violation Items

Citation ID 01001
Citaton Type Serious
Standard Cited 19260451 B01
Issuance Date 2018-09-25
Current Penalty 3880.0
Initial Penalty 3880.0
Final Order 2018-11-06
Nr Instances 1
Nr Exposed 4
Gravity 10
FTA Current Penalty 0.0
Citation text line 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) 4690 Tivoli Drive - employees in the process of plastering stucco were exposed to fall hazards up to 14 feet, in that, work platforms on the 2nd level of the scaffolding system were not fully planked or decked. Observed on or about 9/11/2018.
Citation ID 01002
Citaton Type Serious
Standard Cited 19260451 C02
Issuance Date 2018-09-25
Current Penalty 3880.0
Initial Penalty 3880.0
Final Order 2018-11-06
Nr Instances 1
Nr Exposed 4
Gravity 10
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(c)(2): Supported scaffold poles, legs, posts, frames, or uprights did not bear on base plates, mud sills or other adequate firm foundation: b) 4690 Tivoli Drive - the base of the tubular welded frame scaffolding was not adequately supported, in that, mudsills were not installed on the scaffold legs to provide a firm foundation. Observed on or about 9/11/2018.
Citation ID 01003
Citaton Type Serious
Standard Cited 19260451 E01
Issuance Date 2018-09-25
Current Penalty 3880.0
Initial Penalty 3880.0
Final Order 2018-11-06
Nr Instances 1
Nr Exposed 4
Gravity 10
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(e)(1): When scaffold platforms were more than 2 feet (0.6 m) above or below a point of access, portable ladders, hook-on ladders, attachable ladders, stair towers (scaffold stairways/towers), stairway-type ladders (such as ladder stands), ramps, walkways, integral prefabricated scaffold access, or direct access from other scaffold, structure, personnel hoist, or similar surface was not used. Crossbraces were used as a means of access. b) 4690 Tivoli Drive - employees were exposed to fall hazards up to 14 feet while climbing up and down the end section of a walk through style tubular welded frame scaffold. An access ladder was not installed. Observed on or about 9/11/2018.
Citation ID 01004
Citaton Type Serious
Standard Cited 19260451 G01
Issuance Date 2018-09-25
Current Penalty 3880.0
Initial Penalty 3880.0
Final Order 2018-11-06
Nr Instances 1
Nr Exposed 3
Gravity 10
FTA Current Penalty 0.0
Citation text line 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: a) 4690 Tivoli Drive - employees in the process of plastering stucco were exposed to a 14 foot fall hazard, in that, a guard rail was not installed, southwest corner, top work platform of the scaffolding system. Observed on or about 9/11/2018.
343216073 0420600 2018-06-08 TRINITY BLVD & EPIPHANY WAY BUILDING J, TRINITY, FL, 34655
Inspection Type Planned
Scope Partial
Safety/Health Safety
Emphasis L: FALL, P: FALL
Case Closed 2020-10-02

Violation Items

Citation ID 01001A
Citaton Type Serious
Standard Cited 19260451 E01
Issuance Date 2018-12-03
Abatement Due Date 2018-12-28
Current Penalty 3880.0
Initial Penalty 3880.0
Final Order 2019-01-03
Nr Instances 1
Nr Exposed 2
Gravity 10
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(e)(1): When scaffold platforms were more than 2 feet (0.6 m) above or below a point of access, portable ladders, hook-on ladders, attachable ladders, stair towers (scaffold stairways/towers), stairway-type ladders (such as ladder stands), ramps, walkways, integral prefabricated scaffold access, or direct access from other scaffold, structure, personnel hoist, or similar surface was not used. Crossbraces were used as a means of access. (a) on the jobsite, south east corner - the portable extension ladder that was extended from the ground up to the 3rd buck did not provide access to the platform of the 4th buck, exposing employees to a 13ft,9.5in up to 20ft,3in fall hazard; observed on or about 6/8/2018.
Citation ID 01001B
Citaton Type Serious
Standard Cited 19261053 B01
Issuance Date 2018-12-03
Abatement Due Date 2018-12-28
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2019-01-03
Nr Instances 1
Nr Exposed 3
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.1053(b)(1): When portable ladders were used for access to an upper landing surface and the ladder's length allowed, the ladder side rails did not extend at least 3 feet (.9 m) above the upper landing surface to which the ladder was used to gain access: (a) on the jobsite, south east corner - the portable extension ladder did not extend 3 feet above the platform of the 3rd buck of the tubular welded frame scaffold, exposing employees to a 13ft,9.5in fall hazard; observed on or about 6/8/2018.
Citation ID 01002
Citaton Type Serious
Standard Cited 19260451 G04 I
Issuance Date 2018-12-03
Abatement Due Date 2018-12-28
Current Penalty 2772.0
Initial Penalty 2772.0
Final Order 2019-01-03
Nr Instances 6
Nr Exposed 3
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(g)(4)(i): Guardrail systems were not installed along all open sides and ends of scaffold platforms: (a) eastern side of building - missing end guardrail at the north end of the 4th buck, exposing employees to a 20ft,3in fall hazard; observed on or about 6/8/2018. (b) eastern side of building - missing mid-rail at the southern section of the 4th buck, exposing employees to a 20ft,3in fall hazard; observed on or about 6/8/2018. (c) eastern side of building - missing guardrails at the southern section of the 3rd buck where the top of the access ladder was located, exposing employees to a 13ft,9.5in fall hazard; observed on or about 6/8/2018. (d) eastern side of building - missing mid-rails at the middle section and northern section of the 3rd buck, exposing employees to a 13ft,9.5in fall hazard; observed on or about 6/8/2018. (e) eastern side of building - missing end guardrail at the north end of the 3rd buck, exposing employees to a 13ft,9.5in fall hazard; observed on or about 6/8/2018. (f) southern side of building - missing mid-rail at the middle section of the 3rd buck, exposing employees to a 13ft,9.5in fall hazard; observed on or about 6/8/2018.
342964491 0420600 2018-02-21 8295 OLIVE BROOK DR., WESLEY CHAPEL, FL, 33543
Inspection Type Planned
Scope Partial
Safety/Health Safety
Close Conference 2018-02-21
Emphasis L: FALL, P: FALL
Case Closed 2020-10-02

Violation Items

Citation ID 01001
Citaton Type Serious
Standard Cited 19260501 B13
Issuance Date 2018-03-07
Current Penalty 3492.0
Initial Penalty 3492.0
Final Order 2018-04-10
Nr Instances 1
Nr Exposed 1
Gravity 10
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.501(b)(13): Each employee(s) engaged in residential construction activities 6 feet (1.8 m) or more above lower levels were not protected by guardrail systems, safety net system, or personal fall arrest system, nor were employee(s) provided with an alternative fall protection measure under another provision of paragraph 1926.501 (b): (a) 8295 Olive Brook Dr.- An employee in the process of decking the 6 in 12 slope (vertical to horizontal) roof, were exposed to fall hazards up to a 9'4" fall hazard, in that, fall protection equipment was not installed or utilized, observed on or about 02/21/2018.

Date of last update: 03 May 2025

Sources: Florida Department of State