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Zion Masonry Inc.

Company Details

Name: Zion Masonry Inc.
Jurisdiction: Rhode Island
Entity type: Foreign Corporation
Status: Activ
Date of Organization in Rhode Island: 25 Sep 2020 (5 years ago)
Identification Number: 001713284
ZIP code: 02806
County: Bristol County
Place of Formation: MASSACHUSETTS
Principal Address: 47 WOOD AVE SUITE 2, BARRINGTON, RI, 02806, USA
Purpose: CONSTRUCTION OF BUILDINGS

Industry & Business Activity

NAICS

238140 Masonry Contractors

This industry comprises establishments primarily engaged in masonry work, stone setting, bricklaying, and other stone work. The work performed may include new work, additions, alterations, maintenance, and repairs. Learn more at the U.S. Census Bureau

Agent

Name Role Address
REGISTERED AGENTS INC Agent 47 WOOD AVENUE SUITE 2, BARRINGTON, RI, 02806, USA

PRESIDENT

Name Role Address
DAVID GARCIA GARCIA PRESIDENT 26 BRIER STREET NEW BEDFORD, MA 02740 USA

TREASURER

Name Role Address
EMANUEL MEDEIROS TREASURER 167 ROUNSEVILLE ROAD ROCHESTER, MA 02770 USA

SECRETARY

Name Role Address
JAMES GARCIA SECRETARY 232 BELLEVILLE RD. NEW BEDFORD, MA 02740 USA

DIRECTOR

Name Role Address
DAVID GARCIA GARCIA DIRECTOR 26 BRIER STREET NEW BEDFORD, MA 02740 USA

Filings

Number Name File Date
202446107660 Annual Report 2024-02-09
202332915920 Annual Report 2023-04-13
202211607580 Annual Report 2022-02-25
202193379040 Annual Report 2021-03-01
202057962890 Application for Certificate of Authority 2020-09-25

OSHA's Inspections within Industry

Inspection Nr Report ID Date Opened Site Address
347315020 0112300 2024-02-29 138 NEW ROAD, RUMFORD, RI, 02916
Inspection Type Complaint
Scope Partial
Safety/Health Safety
Close Conference 2024-02-29
Emphasis L: FORKLIFT, N: FALL
Case Closed 2024-09-09

Related Activity

Type Complaint
Activity Nr 2136043
Safety Yes

Violation Items

Citation ID 01001A
Citaton Type Serious
Standard Cited 19260451 F03
Issuance Date 2024-08-13
Current Penalty 4610.0
Initial Penalty 4610.0
Final Order 2024-08-23
Nr Instances 1
Nr Exposed 1
Gravity 5
FTA Current Penalty 0.0
Citation text line 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) Jobsite: On or about 2/27/24, the employer did not ensure that the mobile safety work platform was inspected for defects prior to the start of the work shift when there were visible defects.
Citation ID 01001B
Citaton Type Serious
Standard Cited 19260451 F04
Issuance Date 2024-08-13
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2024-08-23
Nr Instances 1
Nr Exposed 1
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(f)(4): Part(s) of a scaffold that were damaged or weakened, such that the scaffold's strength was less than that required by paragraph (a) of this section, were not immediately repaired, replaced, braced to meet those provisions, nor removed from service until repaired. a) Jobsite: On or before 2/27/24, the employer did not ensure that the damaged safety platform was removed from service. The guardrail system was bent and cracked in numerous areas and the walking/working surface was damaged.
Citation ID 01001C
Citaton Type Serious
Standard Cited 19260451 G04 XI
Issuance Date 2024-08-13
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2024-08-23
Nr Instances 1
Nr Exposed 1
Gravity 1
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(g)(4)(xi): Guardrails were not surfaced to prevent injury to an employee from punctures or lacerations, and to prevent snagging of clothing. a) Jobsite: On or before 2/27/24, the employer did not ensure that the safety platform was surfaced to prevent injury in that it had sharp surfaces created by the damaged railings.
Citation ID 01001D
Citaton Type Serious
Standard Cited 19260602 C01 II
Issuance Date 2024-08-13
Current Penalty 0.0
Initial Penalty 4610.0
Final Order 2024-08-23
Nr Instances 1
Nr Exposed 1
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.602(c)(1)(ii): Modifications or additions affecting the safe operation of the equipment were made without the manufacturer's written approval. If such modifications or changes are made, the capacity, operation, and maintenance instruction plates, tags, or decals shall be changed accordingly. In no case shall the original safety factor of the equipment be reduced: a) Jobsite: On or before 2/27/24, the employer did not ensure that the addition of the safety platform was used in accordance with the Lull Owners/Operators Manual. The safety platform did not have means to securely mount and attach the platform to restrain it against the vertical face of the forks, carriage, or lifting mechanism. The platform was attached to the load backrest. b) Jobsite: On or before 2/27/24, the employer did not ensure that the addition of the safety platform was used in accordance with the Lull Owners/Operators Manual. The platform did not have a restraining means to secure personnel, such as a guardrail, body belt or lanyard. The guardrail system was bent and cracked in numerous areas which lowered the height of the railing to less than 42" as required by the manufacturer, and a body belt or lanyard was not used. c) Jobsite: On or before 2/27/24, the employer did not ensure that the addition of the safety platform was used in accordance with the Lull Owners/Operators Manual. The platform had bent and cracked guardrails which were not capable of withstanding a concentrated horizontal force of 200 pounds as required by the manufacturer. d) On or before 2/27/24, the employer did not ensure that the addition of the safety platform was used in accordance with the Lull Owners/Operators Manual. The data plate of the platform was damaged and illegible which restricted employees from identifying the maximum workload capacity and weight of the empty platform. e) On or before 2/27/24, the employer did not ensure that the addition of the safety platform was used in accordance with the Lull Owners/Operators Manual. Due to the damage to the structure of the platform, it was not capable of maintaining a structural safety factor of at least 2 to 1.

Date of last update: 28 Oct 2024

Sources: Rhode Island Department of State