Central Steel Inc., App-cross Resp V. Department Of Labor & Industries, Resp-cross App

CourtCourt of Appeals of Washington
DecidedNovember 15, 2021
Docket82021-4
StatusPublished

This text of Central Steel Inc., App-cross Resp V. Department Of Labor & Industries, Resp-cross App (Central Steel Inc., App-cross Resp V. Department Of Labor & Industries, Resp-cross App) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Central Steel Inc., App-cross Resp V. Department Of Labor & Industries, Resp-cross App, (Wash. Ct. App. 2021).

Opinion

IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON

CENTRAL STEEL, INC., DIVISION ONE Appellant, No. 82021-4-I v. (consol. with No. 82085-1-I)

WASHINGTON STATE DEPARTMENT PUBLISHED OPINION OF LABOR & INDUSTRIES,

Respondent.

DWYER, J. — Central Steel, Inc., appeals one citation issued by the

Department of Labor and Industries (the Department) pursuant to the

Washington Industrial Safety and Health Act of 19731 (WISHA). Central Steel

contends that, in affirming this citation, the Board of Industrial Insurance Appeals

(the Board) improperly held Central Steel strictly liable for the misconduct of one

of its employees. Central Steel also asserts that substantial evidence does not

support the Board’s finding that its employee was exposed to a fall hazard.

Finally, Central Steel contends that the Board erred by finding that Central Steel

knew of the violative condition. Because Central Steel fails to establish an

entitlement to relief on any of its claims, we affirm.

I

Central Steel and McClone Construction Company were subcontractors

for the construction of a multistory residence hall at Seattle University. Central

1 Ch. 49.17 RCW. No. 82021-4-I/2

Steel was hired “[t]o place the rebar in the building and the post-tension cable.”

In December 2017, nine levels of the residence hall were under construction. A

“cattle guard,” or barrier, separated the ninth level into two sections: a northern

section and a southern section. The northern section was designated as a

leading-edge zone.2 McClone constructed the leading edge on the ninth level.

Located at the cattle guard was a sign, which read “McClone Construction

Company Personnel Only, Leading Edge Danger, Fall Protection Required

Beyond This Point.” An employee of McClone testified that, while workers were

located on the northern section of level nine, they were required “to be 100

percent tied off at all times.” Fall protection equipment was required in the

northern section of level nine because the floor consisted of “an open steel

skeleton,” and workers were in the process of “putting down plywood [and] other

types of materials to make a covering over that” skeleton. Furthermore, as

another McClone employee testified, “[t]here might be areas where, in this

building for instance, underneath, the piers had not been completely supported.”

The ninth level of the structure was approximately 90 feet above ground level.

Before workers entered the northern section of level nine, they were

required to wear a full-body harness and attach to the harness a retractable

device known as a “yo-yo.” The yo-yo was designed to “arrest a fall,” should the

occasion arise. Once the workers accessed the location of the northern section

where they planned to work, they were to attach a positioning hook, or lanyard, to

2 “Leading edge means the advancing edge of a floor, roof, or formwork which changes location as additional floor, roof, or formwork sections are placed, formed, or constructed.” Former WAC 296-155-24603 (2016).

2 No. 82021-4-I/3

the rebar of the structure. The positioning hook was designed “to stop [a fall]

from happening to begin with.” When the workers planned to exit the leading-

edge zone, they were required to reattach the yo-yo, detach the positioning hook,

and then “walk back into the safe zone.”

On December 30, 2017, Central Steel employees Nicholas Hofmann and

Ray Estores were assisting in the construction of a structure located on the

northern section of the ninth level that was known as the “north core.” The north

core was an empty vertical shaft leading to the ground level in which an elevator

would eventually be placed. On that day, Hofmann and Estores were the only

Central Steel employees working on the residence hall. Hofmann was a journey-

level worker. Estores was an apprentice. Joshua Ruckle, a general foreperson

employed by Central Steel, testified that Hofmann was designated as the

“supervisor” for the day.

Hofmann and Estores were assigned “[t]o tie back the rebar elements”

inside the north core. Prior to accessing the northern section of the ninth level,

Hofmann and Estores each wore a harness and each attached a yo-yo to his

harness. Upon reaching the north core, Hofmann and Estores attached their

positioning hooks to the rebar on the north core. Hofmann and Estores then

detached the yo-yos from their harnesses.

After Hofmann and Estores finished working on the north core, they

“climbed down” to the deck on the ninth level. Hofmann testified that, shortly

after he descended onto the deck, Hofmann heard Estores’s “wall-gear jingle.”

Hofmann then “looked back” and noticed that Estores “was gone.” Alfred How, a

3 No. 82021-4-I/4

McClone employee who was also on the ninth level at that time, informed

Hofmann that Estores had fallen. How had heard the sound of a “loud crack,”

which he attributed to plywood decking on the ninth level breaking.

Indeed, Estores had fallen approximately 90 feet onto a concrete slab

located at the bottom of the north core. He did not survive. An expert witness

testified that Estores fell because “one of the legs of the lanyards he was using

was attached to an incompatible object.”

Hofmann testified that, after he was informed that Estores had fallen, he

“stopped tying off” by taking his “lanyard off the rebar.” How testified that, when

Hofmann detached from his fall protection equipment, Hofmann was “[r]oughly

about 10 feet” from the leading edge. Hofmann testified that he then “started

booking it downstairs” in order to check on Estores.

That same day, the Department began investigating the fatality. On June

22, 2018, the Department cited Central Steel pursuant to WISHA for a single

“serious” violation of former WAC 296-155-24609(1) (2016).3 Two incidences

served as independent bases for the citation. First, the citation provided that

Estores “did not have his fall protection attached to a proper attachment.”

Second, the citation stated that “[t]wo Employees were exposed to falls of 90 feet

to the ground level, which resulted in the death of one worker and the possibility

of severe disabling injuries or death to the other.”

3 Former WAC 296-155-24609(1) provides: “The employer shall ensure that the

appropriate fall protection system is provided, installed, and implemented according to the requirements in this part when employees are exposed to fall hazards of four feet or more to the ground or lower level when on a walking/working surface.”

4 No. 82021-4-I/5

On July 6, 2018, Central Steel appealed the citation. On October 4, the

Department issued a corrective notice of redetermination, which affirmed the

issuance of the citation. On October 9, Central Steel appealed the corrective

notice of redetermination.

On June 4, 2019, a two-day hearing commenced before an industrial

appeals judge. On September 26, the industrial appeals judge entered a

proposed decision and order, which affirmed the corrective notice of

redetermination solely on the basis that “Central Steel committed a serious

violation of WAC 296-155-24609(1) because its employee, acting in a

supervisory role, failed to remain 100 percent tied off in an area where he was

required to be tied off.” Conclusion of Law 2. The industrial appeals judge

declined to affirm the citation on the alternative basis that Estores was not

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