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PARDUE MASONRY, INC. - Florida Company Profile

Company Details

Entity Name: PARDUE MASONRY, INC.
Jurisdiction: FLORIDA
Filing Type: Domestic Profit

PARDUE MASONRY, INC. is structured as a Domestic Profit Corporation, which, in Florida signifies a Profit Corporation (also known as a C-Corporation). This business structure is recognized as a separate legal entity from its owners. This offers shareholders the benefit of limited liability protection, safeguarding their personal assets from the corporation's debts and obligations, and facilitates raising capital through the issuance of stock. In Florida, Domestic Profit Corporations are governed by Title XXXVI, Chapter 607, Florida Statutes – Florida Business Corporation 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: 19 Jun 1984 (41 years ago)
Date of dissolution: 09 Apr 2019 (6 years ago)
Last Event: VOLUNTARY DISSOLUTION
Event Date Filed: 09 Apr 2019 (6 years ago)
Document Number: H08418
FEI/EIN Number 592403111

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

Address: 1209 Tech Blvd., Tampa, FL, 33619, US
Mail Address: P.O. BOX 6687, LAKELAND, FL, 33807, US
ZIP code: 33619
County: Hillsborough
Place of Formation: FLORIDA

Key Officers & Management

Name Role Address
PARDUE DENNIS W President 6110 IRBY LANE WEST, LAKELAND, FL, 33811
PARDUE DENNIS W Director 6110 IRBY LANE WEST, LAKELAND, FL, 33811
PARDUE DENNIS W Agent 6110 IRBY LANE WEST, LAKELAND, FL, 33811

Events

Event Type Filed Date Value Description
VOLUNTARY DISSOLUTION 2019-04-09 - -
CHANGE OF PRINCIPAL ADDRESS 2016-02-23 1209 Tech Blvd., Suite 101, Tampa, FL 33619 -
CHANGE OF MAILING ADDRESS 2008-01-02 1209 Tech Blvd., Suite 101, Tampa, FL 33619 -
REGISTERED AGENT ADDRESS CHANGED 2008-01-02 6110 IRBY LANE WEST, LAKELAND, FL 33811 -
REGISTERED AGENT NAME CHANGED 2007-07-06 PARDUE, DENNIS WPD -

Documents

Name Date
VOLUNTARY DISSOLUTION 2019-04-09
ANNUAL REPORT 2018-01-11
ANNUAL REPORT 2017-01-04
ANNUAL REPORT 2016-02-23
ANNUAL REPORT 2015-01-21
ANNUAL REPORT 2014-01-13
ANNUAL REPORT 2013-01-24
ANNUAL REPORT 2012-01-04
ANNUAL REPORT 2011-01-04
ANNUAL REPORT 2010-01-12

OSHA's Inspections within Industry

Inspection Nr Report ID Date Opened Site Address
341628899 0420600 2016-07-19 2441 OAK MYRTLE LANE, WESLEY CHAPEL, FL, 33544
Inspection Type Planned
Scope Partial
Safety/Health Safety
Close Conference 2016-07-19
Emphasis L: FALL, P: FALL
Case Closed 2016-10-24

Violation Items

Citation ID 01001
Citaton Type Serious
Standard Cited 19260451 B01
Issuance Date 2016-08-31
Abatement Due Date 2016-09-08
Current Penalty 3873.0
Initial Penalty 8730.0
Final Order 2016-10-06
Nr Instances 1
Nr Exposed 3
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) For the jobsite at 2441 Oak Myrtle Lane, Wesley Chapel, FL 33544 as observed on or about 07/19/2016, employees were exposed to fall hazards while working off of scaffolding levels that were not fully planked. a) For the north section of the scaffolding, employees were exposed to fall hazards of up to 20 feet while working on a scaffold section that was partially planked.
Citation ID 01002
Citaton Type Serious
Standard Cited 19260451 C01
Issuance Date 2016-08-31
Abatement Due Date 2016-09-08
Current Penalty 2753.0
Initial Penalty 6236.0
Final Order 2016-10-06
Nr Instances 1
Nr Exposed 3
Gravity 5
FTA Current Penalty 0.0
Citation text line 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. For the jobsite at 2441 Oak Myrtle Lane, Wesley Chapel, FL 33544 as observed on or about 07/19/2016, employees were exposed to fall hazards while working off of scaffolding that was not restrained from tipping by guying, tying, bracing, or equivalent means. The scaffolding was 24 ft. 8 in. high and only 5 ft. wide in locations on the north and south side of the site.
Citation ID 01003
Citaton Type Serious
Standard Cited 19260451 G01
Issuance Date 2016-08-31
Abatement Due Date 2016-09-08
Current Penalty 3873.0
Initial Penalty 8730.0
Final Order 2016-10-06
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: For the jobsite at 2441 Oak Myrtle Lane, Wesley Chapel, FL 33544 as observed on or about 07/19/2016, employees were exposed to fall hazards while working off of scaffolding that was missing guardrails. a) For the north section of the scaffolding, employees were exposed to fall hazards of up to 20 feet off of the end of a side bracket. b) For the south section of the scaffolding, employees were exposed to fall hazards of up to 18 feet where the top-rail and mid-rail sections of guardrails systems were missing.
339558017 0420600 2014-01-22 2601 E. 2ND AVE., TAMPA, FL, 33610
Inspection Type Planned
Scope Partial
Safety/Health Safety
Close Conference 2014-01-22
Emphasis L: EISAOF, L: FALL, P: FALL
Case Closed 2014-04-04

Violation Items

Citation ID 01001
Citaton Type Serious
Standard Cited 19260701 B
Issuance Date 2014-03-11
Current Penalty 0.0
Initial Penalty 689.0
Final Order 2014-04-04
Nr Instances 1
Nr Exposed 2
Gravity 1
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.701(b): All protruding reinforcing steel, onto and/or into which employees could fall or come against, was not guarded to eliminate the hazard of impalement: (a) At the site - on the south side of the building employees were exposed to an empalement hazard from unprotected rebar while assisting in the pour of the concrete wall.
306175936 0420600 2003-03-04 2800 HIGHWAY 98 NORTH, BARTOW, FL, 33830
Inspection Type Prog Related
Scope Complete
Safety/Health Safety
Close Conference 2003-03-05
Emphasis S: CONSTRUCTION, L: FLCARE, L: FALL
Case Closed 2003-06-19

Violation Items

Citation ID 01001A
Citaton Type Serious
Standard Cited 19260451 B01
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Current Penalty 300.0
Initial Penalty 300.0
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01001B
Citaton Type Serious
Standard Cited 19260451 B04
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01001C
Citaton Type Serious
Standard Cited 19260451 B07
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01001D
Citaton Type Serious
Standard Cited 19260451 F16
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01001E
Citaton Type Serious
Standard Cited 19260452 C02
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01002A
Citaton Type Serious
Standard Cited 19260451 F03
Issuance Date 2003-05-05
Abatement Due Date 2003-05-08
Current Penalty 300.0
Initial Penalty 300.0
Nr Instances 1
Nr Exposed 7
Gravity 02
Citation ID 01002B
Citaton Type Serious
Standard Cited 19260451 F07
Issuance Date 2003-05-05
Abatement Due Date 2003-05-18
Nr Instances 1
Nr Exposed 7
Gravity 02

Date of last update: 03 Apr 2025

Sources: Florida Department of State