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

OSHA Inspection: JAMES J. MCCULLAGH ROOFING

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of JAMES J. MCCULLAGH ROOFING in 628 N BROAD STREET, PHILADELPHIA, PA 19130 (NAICS 238160). OSHA activity number 339134280.

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Site address
628 N BROAD STREET
City
PHILADELPHIA
State
PA
ZIP
19130
Mailing
1671-73 FOULKROD, PHILADELPHIA, PA 19124
Inspection type
Referral (C)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238160
Employees
3
Ownership type
A

10 citations on file for this inspection.

1926.451 A01

Serious Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $7000.00 · Current $4000.00 Reduced
29 CFR 1926.451(a)(1): Except as provided in paragraphs (a)(2), (a)(3), (a)(4), (a)(5) and (g) of this section, each scaffold and scaffold component shall be capable of supporting, without failure, its own weight and at least 4 times the maximum intended load applied or transmitted to it.    a) Roof scaffold, Old Zion Lutheran Church, 628 North Broad Street - A roof bracket scaffold, erected and attached to the building, was loaded with twice the maximum allowable personnel between adjacent roof bracket supports.  Two employees performing roofing work were standing on the scaffold between adjacent roof brackets when the scaffold collapsed.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $4000
  • — C (S) $7000
  • — Z (S) $7000

1926.451 F01

Serious Gravity 10 1 instance 2 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.451(f)(1): Scaffolds and scaffold components shall not be loaded in excess of their maximum intended loads or rated capacities, whichever is less.    a) Roof bracket scaffold, roof, Old Zion Church, 428 North Broad Street -  Employees were performing roofing work from a roof bracket scaffold that was loaded in excess of its maximum intended load.  The maximum intended load of one worker between every two adjacent support brackets was exceeded when two employees were working between two adjacent support brackets.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $0
  • — C (S) $0
  • — Z (S) $0

1926.451 B04

Serious Gravity 5 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $5000.00 · Current $0.00 Reduced
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) Roof, Old Zion Lutheran Church, 628 North Broad Street - Employees were performing roofing work from roof bracket scaffolds with each end of a platform that was not cleated or otherwise restrained by hooks or equivalent means, that did not extend at least six inches over the centerline of its support.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $0
  • — C (S) $5000
  • — Z (S) $5000

1926.451 F04

Serious Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $7000.00 · Current $0.00 Reduced
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) Roof bracket scaffold, roof, Old Zion Church, 628 North Broad Street - Employees were performing roofing work from a roof bracket scaffold that was erected with support bracket spacing which exceeded the maximum allowed span.  This weakened scaffold was not immediately repaired, replaced, or braced or removed from service until repaired.   Observed on or about 6/21/2013.    b) Roof bracket scaffold, roof, Old Zion Church, 628 North Broad Street - Employees were performing roofing work from a roof bracket scaffold that was erected and attached to the roof with fewer and smaller nails than required. This weakened scaffold was not immediately repaired, replaced, or braced or removed from service until repaired.   Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $0
  • — C (S) $7000
  • — Z (S) $7000

1926.454 B

Serious Gravity 5 1 instance 2 exposed
Issued
Abate by
Penalty
Initial $5000.00 · Current $0.00 Reduced
29 CFR 1926.454(b): The employer did not have each employee who was 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.    a) Roof bracket scaffold, roof, Old Zion Church, 628 North Broad Street - Employees who erected, disassembled and moved roof bracket scaffolds were not trained by a competent person to recognize hazards associated with the work and the proper procedures for erecting, disassembling, moving, operating, maintaining, repairing and inspecting a roof bracket scaffold.
Recent events (3)
  • — R (S) $0
  • — C (S) $5000
  • — Z (S) $5000

1926.502 D14

Serious Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $2800.00 · Current $0.00 Reduced
29 CFR 1926.502(d)(14): Ropes and straps (webbing) used in lanyards, lifelines, and strength components of body belts and body harnesses shall be made from synthetic fibers.    a) Roof, Old Zion Lutheran Church, 628 North Broad Street - A lifeline provided to employees performing roofing work 45 feet above the next lower level was made from manila and not from non-synthetic material(s).  Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $0
  • — C (S) $2800
  • — Z (S) $2800

1926.502 D15

Serious Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $2800.00 · Current $0.00 Reduced
29 CFR 1926.502(d)(15): Anchorages used for attachment of personal fall arrest equipment shall be independent of any anchorage being used to support or suspend platforms and capable of supporting at least 5,000 pounds (22.2 kN) per employee attached, or shall be designed, installed, and used as follows: (d)(15)(i) as part of a complete personal fall arrest system which maintains a safety factor of at least two; and (d)(15)(ii) under the supervision of a qualified person.    a) Roof, Old Zioin Lutheran Church, 628 North Broad Street - The employer did not provide anchorage points for attachment of personal fall arrest equipment capable of supporting at least 5000 pounds per employee attached.  The anchorage point provided was a chicken ladder for anchorage of three employees.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (S) $0
  • — C (S) $2800
  • — Z (S) $2800

1926.501 B10

Willful Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $14000.00 · Current $7000.00 Reduced
29 CFR 1926.501(b)(10): "Roofing work on Low-slope roofs." Except as otherwise provided in paragraph (b) of this section, each employee engaged in roofing activities on low-slope roofs, with unprotected sides and edges 6 feet (1.8 m) or more above lower levels shall be protected from falling by guardrail systems, safety net systems, personal fall arrest systems, or a combination of warning line system and guardrail system, warning line system and safety net system, or warning line system and personal fall arrest system, or warning line system and safety monitoring system. Or, on roofs 50-feet (15.25 m) or less in width (see Appendix A to subpart M of this part), the use of a safety monitoring system alone [i.e. without the warning line system] is permitted.    a) Roof, Old Zion Lutheran Church, 628 North Broad Street - Employees performing roofing work from a low sloped roof with an unprotected side and edge approximately 30 feet above ground were not protected from falling by guardrail systems, safety net systems, personal fall arrest systems or a combination of warning line system and guardrail system, warning line system and safety net system, or warning line system and personal fall arrest system, or warning line system and safety monitoring system.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (W) $7000
  • — C (W) $14000
  • — Z (W) $14000

1926.501 B11

Willful Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $14000.00 · Current $7000.00 Reduced
29 CFR 1926.501(b)(11): "Steep roofs." Each employee on a steep roof with unprotected sides and edges 6 feet (1.8 m) or more above lower levels shall be protected from falling by guardrail systems with toeboards, safety net systems, or personal fall arrest systems.    a) Roof, Old Zion Lutheran Church, 628 North Broad Street - Employees performing roofing work from a steep roof approximately 15 feet above the next lower level were not protected from falling by guardrail systems with toeboards, safety net systems, or personal fall arrest systems.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (W) $7000
  • — C (W) $14000
  • — Z (W) $14000

1926.451 G01 VII

Willful Gravity 10 1 instance 3 exposed
Issued
Abate by
Penalty
Initial $14000.00 · Current $7000.00 Reduced
29 CFR 1926.451(g)(1)(vii): For all scaffolds not otherwise specified in paragraphs (g)(1)(i) through (g)(1)(vi) of this section, each employee shall be protected by the use of personal fall arrest systems or guardrail systems meeting the requirements of paragraph (g)(4) of this section.    a) Roof bracket scaffold, roof, Old Zion Lutheran Church, 628 North Broad Street - Employees performing roofing work from a roof bracket scaffold were not protected from falls by the use of personal fall arrest systems or guardrail systems meeting the requirements of paragraph (g)(4) of this section.  Observed on or about 6/21/2013.
Recent events (3)
  • — R (W) $7000
  • — C (W) $14000
  • — Z (W) $14000

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 339134280.