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EXTERIOR SOLUTIONS STUCCO & STONE LLC

Company Details

Name: EXTERIOR SOLUTIONS STUCCO & STONE LLC
Jurisdiction: Idaho
Legal type: Limited Liability Company (D)
Status: Inactive-Dissolved
Date of registration: 06 Oct 2011 (14 years ago)
Financial Date End: 31 Oct 2014
Date dissolved: 14 Apr 2014
Entity Number: 330885
Place of Formation: IDAHO
File Number: 0000330885
ZIP code: 83705
County: Ada County
Principal Address: 3555 CHILE ST BOISE, ID 83705

Filing

Filing Name Filing Number Filing date
Statement of Dissolution 0000858634 2014-04-14
Application for Reinstatement 0002396704 2013-02-08
Application for Reinstatement 0000858635 2013-02-05
Initial Filing 0000330885 2011-10-06

OSHA's Inspections within Industry

Inspection Nr Report ID Date Opened Site Address
334619467 1032500 2012-06-07 E. MILL STATION DRIVE, BOISE, ID, 83716
Inspection Type Unprog Rel
Scope Complete
Safety/Health Safety
Close Conference 2012-06-07
Emphasis L: FALL, L: RESCON
Case Closed 2012-10-04

Related Activity

Type Inspection
Activity Nr 461947
Safety Yes
Type Inspection
Activity Nr 461948
Safety Yes
Type Inspection
Activity Nr 519715
Safety Yes
Type Inspection
Activity Nr 519714
Safety Yes
Type Inspection
Activity Nr 519713
Safety Yes
Type Inspection
Activity Nr 461944
Safety Yes
Type Inspection
Activity Nr 460614
Safety Yes

Violation Items

Citation ID 01001A
Citaton Type Serious
Standard Cited 19260451 B01
Issuance Date 2012-07-25
Current Penalty 750.0
Initial Penalty 1156.0
Final Order 2012-08-10
Nr Instances 1
Nr Exposed 3
Related Event Code (REC) Referral
Gravity 5
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) South, west and north sides of the 1st and 2nd levels; On or about June 6, 2012 and at times prior thereto, employees installing lathe and prepping for stucco were working on 3 foot wide tubular welded frame scaffold that had sections that were not fully planked. Only two planks were used in lieu of the three that were needed. Note: Abatement certification is Not required for this item.
Citation ID 01001B
Citaton Type Serious
Standard Cited 19260451 B03 II
Issuance Date 2012-07-25
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2012-08-10
Nr Instances 1
Nr Exposed 3
Related Event Code (REC) Referral
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(b)(3)(ii): The maximum distance from the face for plastering and lathing operations exceeded18 inches (46 cm). a) South, west and north sides of the 1st and 2nd levels; On or about June 6, 2012 and at times prior thereto, employees installing lathe and prepping for stucco were working on 3 foot wide tubular welded frame scaffold that had sections where the platform ranged up to 28 inches away from the face of the structure. Note: Abatement certification is NOT required for this item.
Citation ID 01001C
Citaton Type Serious
Standard Cited 19260451 G04
Issuance Date 2012-07-25
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2012-08-10
Nr Instances 1
Nr Exposed 3
Related Event Code (REC) Referral
Gravity 5
FTA Current Penalty 0.0
Citation text line 29 CFR 1926.451(g)(4): Guardrail systems installed to meet the requirements of this section did not comply with the provisions listed in subparagraphs (i) through (xv) of this paragraph. a) South, west and north sides of the 2nd level; On or about June 6, 2012 and at times prior thereto, employees installing lathe and prepping for stucco were working on 3 foot wide tubular welded frame scaffold that had sections where the top rail or mid rail were missing. Note: Abatement certification is NOT required for this item.
Citation ID 02001
Citaton Type Other
Standard Cited 19260451 C02
Issuance Date 2012-07-25
Current Penalty 0.0
Initial Penalty 0.0
Final Order 2012-08-10
Nr Instances 1
Nr Exposed 3
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: a) South, west and north sides of the 1st level; On or about June 6, 2012 and at times prior thereto, employees installing lathe and prepping for stucco were working on 3 foot wide tubular welded frame scaffold that had inadequate or missing mud sills. Note: Abatement certification is NOT required for this item.

Date of last update: 24 Sep 2024

Sources: Idaho Secretary of State