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International Fire Protection, Inc. v. Secretary of Labor, U.S. Department of Labor, 19-14595 (2020)

Court: Court of Appeals for the Eleventh Circuit Number: 19-14595 Visitors: 8
Filed: Sep. 08, 2020
Latest Update: Sep. 08, 2020
Summary: Case: 19-14595 Date Filed: 09/08/2020 Page: 1 of 9 [DO NOT PUBLISH] IN THE UNITED STATES COURT OF APPEALS FOR THE ELEVENTH CIRCUIT _ No. 19-14595 Non-Argument Calendar _ Agency No. 18-0643 INTERNATIONAL FIRE PROTECTION, INC., Petitioner, versus SECRETARY OF LABOR, UNITED STATES DEPARTMENT OF LABOR, Respondent. _ Petition for Review of a Decision of the Occupational Safety and Health Review Commission _ (September 8, 2020) Before ROSENBAUM, JILL PRYOR and BLACK, Circuit Judges. PER CURIAM: Case
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           Case: 19-14595    Date Filed: 09/08/2020   Page: 1 of 9



                                                      [DO NOT PUBLISH]



            IN THE UNITED STATES COURT OF APPEALS

                    FOR THE ELEVENTH CIRCUIT
                      ________________________

                            No. 19-14595
                        Non-Argument Calendar
                      ________________________

                            Agency No. 18-0643

INTERNATIONAL FIRE PROTECTION, INC.,

                                                             Petitioner,

                                  versus



SECRETARY OF LABOR, UNITED STATES DEPARTMENT OF LABOR,

                                                             Respondent.



                      ________________________

                 Petition for Review of a Decision of the
            Occupational Safety and Health Review Commission
                       ________________________

                            (September 8, 2020)

Before ROSENBAUM, JILL PRYOR and BLACK, Circuit Judges.

PER CURIAM:
              Case: 19-14595     Date Filed: 09/08/2020   Page: 2 of 9



      This case arises from an accident that occurred at the James F. Crist

Generating Plant (Plant Crist), on October 2, 2017, in Pensacola, Florida.

International Fire Protection, Inc. (IFP) was subsequently cited by the United

States Department of Labor’s Occupational Safety and Health Administration

(OSHA) for an alleged “serious” violation of the Occupational Safety and Health

Act of 1970 (the Act), for violating the scaffolding requirements of 29 C.F.R.

§ 1926.451(b)(2), with a proposed penalty of $12,934.00. After IFP contested the

citation, the Secretary of Labor filed a formal complaint with the Occupational

Safety and Health Review Commission (Commission) charging IFP with violating

the Act and seeking an order affirming the citation. After a bench trial, an

administrative law judge (ALJ) concluded the Secretary established all elements

necessary to prove a serious violation and affirmed the citation and penalty. The

Commission declined IFP’s Petition for Discretionary Review, and IFP now

petitions this Court for review. IFP contends the ALJ unreasonably concluded that

one wood board resting on the interior of a pre-existing multi-story structure

constitutes “scaffolding” within the meaning of 29 C.F.R. § 1926.450(b) and a

“scaffold platform” within the meaning of 29 C.F.R. § 1926.451(b)(2). After

review, we deny the petition.




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                                   I. BACKGROUND

       Southern Power hired IFP to work on the sprinkler system in a cooling tower

at Plant Crist to replace hangers that supported the sprinkler piping with new

stainless-steel hangers, replace all sprinkler nozzles, and readjust the elevation of

the sprinkler piping. On October 2, 2017, four employees from IFP—Bennett

Stoker, Sam Gilchrist, Jonathan Andrew Sullivan, and Rodrecequz Magwood—

were working inside a cooling tower at Plant Crist. The fire sprinkler work was

located at the top of the cooling tower, meaning that IFP employees were working

approximately 40-50 feet above the ground.

       The interior of the cooling tower consists entirely of wood beams installed

previously by Plant Crist or its other vendor. The wood beams crisscross in a

dense pattern of vertical, diagonal, and horizontal wood beams of various sizes and

dimensions throughout the entire interior of the tower from ground level to about

50 feet high off the ground.

       IFP employees were working to re-hang both the pilot lines and branch pipes

in the sprinkler system inside the cooling tower. IFP employees were “tied-off” 1

the entire time they worked inside the cooling tower. While IFP employees were

performing the re-hanging work, they could either stand on the set of structural


       1
         IFP employees were protected from fall hazards by the use of personal fall arrest
systems. Employees were “tied off” with two points of contact with lanyards at some points and
one point of contact with a lanyard at other points.
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joists that are part of the cooling tower located immediately below the pipes, or

they could stand on one of the boards that IFP Superintendent McKeough had

purchased for the jobsite. Each board was approximately 2-inches thick by 10-

inches wide by 8-feet long and was long enough to stretch across three sets of

joists inside the cooling tower.

      IFP employees predominantly performed their work inside the cooling tower

while standing on the set of joists and only used the boards to move from one set of

joists to another set of joists. IFP employees could pick up the boards and move

them freely throughout the work area. The boards were a matter of convenience

and were used while ensuring that employees were always tied off with two points

of contact with lanyards at some points and one point of contact with a lanyard at

other points.

      Stoker used the boards as both a working platform and a walking surface.

Stoker performed his hanging work either standing on the joist underneath the

branch lines or standing on a board. Between 11:30 a.m. and noon on October 2,

2017, Stoker was standing on one of the boards inside the cooling tower. Stoker

had just finished installing a hanger and as he turned to speak to Sullivan, the

board twisted underneath him, and he fell 5 to 6 feet. Stoker tried to grab onto

anything he could to stop his fall, and in the process, his left arm hit the joist

immediately underneath him while he fell. Stoker was wearing a personal fall


                                            4
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arrest system at the time of his fall, which stopped his fall within 5 to 6 feet,

although Stoker seriously injured his arm during the fall. The board that Stoker

had been standing on fell with him but came to a stop on the set of joists one level

below where Stoker and the other IFP employees had been working.

      Following the accident, an OSHA Compliance Safety and Health Officer

conducted an inspection at the worksite on October 4, 2017. As a result of its

inspection, OSHA issued a citation to IFP on March 19, 2018, alleging a serious

violation of the scaffolding requirements of 29 C.F.R. § 1926.451(b)(2). After a

bench trial, an ALJ affirmed the citation and assessed a civil penalty of $12,934.00.

                                  II. DISCUSSION

      As an initial matter, IFP does not dispute the ALJ’s factual findings. Rather,

it confines its argument to the legal issue of whether the Secretary established a

prima facie violation of an OSHA standard using the undisputed facts. To

establish a prima facie violation of an OSHA standard, the Secretary must show

that: (1) the standard applied; (2) it was violated; (3) an employee was exposed to

the hazard that was created; and (4) the employer “knowingly disregarded”

OSHA’s requirements. ComTran Grp., Inc. v. U.S. Dep’t of Labor, 
722 F.3d 1304
,

1307 (11th Cir. 2013) (quotations omitted). Specifically, IFP contends the ALJ’s

Final Decision and Order should be reversed because the first factor of the prima

facie case was not met. IFP asserts a singular wood board does not meet the legal


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definition of a scaffold or supported scaffold under any of the relevant regulations.

IFP asserts the singular wood board lacked the “supporting structure” and “points

of anchorage” that are essential for scaffolding. Thus, the scaffolding regulations

should not apply.

       “Scaffold” is defined as “any temporary elevated platform (supported or

suspended) and its supporting structure (including points of anchorage), used for

supporting employees or materials or both.” 29 C.F.R. § 1926.450(b). “Supported

scaffold” is defined as “one or more platforms supported by outrigger beams,

brackets, poles, legs, uprights, posts, frames, or similar rigid support.”
Id. “Platform” is defined
as “a work surface elevated above lower levels.”
Id. IFP was cited
for violating 29 C.F.R. § 1926.451(b)(2), which states that, “[e]xcept as

provided in paragraphs (b)(2)(i) and (b)(2)(ii) of this section, 2 each scaffold

platform and walkway shall be at least 18 inches (46 cm) wide.”

       The ALJ concluded the wooden board and pre-existing structural interior of

the Plant Crist cooling tower satisfied the definition of scaffold, even though the

supporting structure and points of anchorage were not constructed by IFP. The



       2
         The listed exceptions are for ladder jack scaffolds, top plate bracket scaffolds, roof
bracket scaffolds, pump jack scaffolds, and boatswains’ chairs. 29 C.F.R. § 1926.451(b)(2)(i).
There is also an exception for “[w]here scaffolds must be used in areas that the employer can
demonstrate are so narrow that platforms and walkways cannot be at least 18 inches (46 cm)
wide.”
Id. § 1926.451(b)(2)(ii). IFP
does not appeal the ALJ’s determination that it did not meet
the burden of proving an exception to the width requirements applied.

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ALJ reasoned:

       Here, the wood plank was a platform within the meaning of the standard
       since it was “constructed using individual wood planks,” was a “work
       surface elevated above lower levels,” and was “used for supporting
       employees or materials or both.” IFP admits the wood plank was
       resting on the pre-existing vertical joists, which were part of the cooling
       tower structure. Therefore, the wood plank used by Stoker meets the
       definition of a “supported scaffold” since it was a platform “supported
       by outrigger, beams brackets, poles, legs, uprights, posts, frames, or
       similar rigid support.”

       Courts construing a regulation “start—and often end—with the text.”

Washington v. Comm’r of Soc. Sec., 
906 F.3d 1353
, 1362 (11th Cir. 2018). The

definition of scaffold contains three requirements: (1) a temporary elevated

platform, (2) a supporting structure, and (3) used for supporting workers and/or

materials. 29 C.F.R. § 1926.450(b). Here, the board was a temporary and elevated

platform3 supported by pre-existing wood beams that formed part of the cooling

tower’s internal structure and was used for supporting employees. Thus, under the

plain language of the regulation, all the elements of the definition of scaffold are

satisfied. See 
Washington, 906 F.3d at 1362
(“[A] regulation should be construed

to give effect to the natural and plain meaning of its words.” (alteration in original)

(quotations omitted)).




       3
         IFP does not challenge the Commission’s determination that the board constitutes a
“platform” under the definition set forth in 29 C.F.R. § 1926.450(b).
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      Although IFP argues that it is unreasonable to interpret the single wood

board on top of a preexisting structure as a scaffold, we disagree. See Ga. Pac.

Corp. v. Occupational Safety & Health Rev. Comm’n, 
25 F.3d 999
, 1004 (11th Cir.

1994) (stating the Secretary’s interpretation of OSHA standards is entitled to

substantial deference, as long as “the Secretary’s interpretation is ‘consistent with

the regulatory language and is otherwise reasonable’”) (quoting Martin v.

Occupational Safety & Health Rev. Comm’n, 
499 U.S. 144
, 156 (1991)). While

IFP argues the wood board had no supporting structure or points of anchorage, that

argument is belied by the record which shows that the board was atop the pre-

existing wood beams that formed the cooling tower’s internal structure. It was a

“supported scaffold” under the regulation’s definition. That IFP did not construct

the wooden structure does not change the analysis as the definition does not require

that the structure and platform be constructed at the same time or by the same

entity. IFP’s arguments about the scaffold definition being overly broad are not

convincing. See AJP Const. Inc. v. Sec. of Labor, 
357 F.3d 70
, 76 (D.C. Cir. 2004)

(rejecting a petitioner’s argument the scaffolding regulations are “broad and

exceedingly vague” and stating the petitioner “never explains why it could not

have known that the platform at issue fit the definition of an outrigger scaffold

simply by reading the regulations” (quotations omitted)). The platform at issue in




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this case clearly fits within the plain language of the scaffold definition,4 and the

ALJ’s application of the definition to the facts of this case was not “arbitrary,

capricious, an abuse of discretion, or otherwise not in accordance with law.” See 5

U.S.C. § 706(2)(A); Fluor Daniel v. Occupational Safety & Health Review

Comm’n, 
295 F.3d 1232
, 1236 (11th Cir. 2002) (explaining we will reverse a legal

determination by the Commission or an ALJ only if it is arbitrary, capricious, an

abuse of discretion, or otherwise not in accordance with the law).

       PETITION DENIED.




       4
          IFP also contends it would be subject to other regulations if the wood board is
considered a scaffold. OSHA did not sanction IFP for violations of other regulations, however;
it sanctioned IFP for the platform having insufficient width. See AJP 
Const., 357 F.3d at 76
(“Even if the definitions could be viewed as overly broad, that would not support [petitioner’s]
baseless argument that they failed to provide fair notice with respect to the platform at issue in
this case.”).
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