Universal Steel Bldgs. Corp. v. Dues

2024 Ohio 698, 237 N.E.3d 274
CourtOhio Court of Appeals
DecidedFebruary 26, 2024
Docket10-22-07
StatusPublished
Cited by3 cases

This text of 2024 Ohio 698 (Universal Steel Bldgs. Corp. v. Dues) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Universal Steel Bldgs. Corp. v. Dues, 2024 Ohio 698, 237 N.E.3d 274 (Ohio Ct. App. 2024).

Opinion

[Cite as Universal Steel Bldgs. Corp. v. Dues, 2024-Ohio-698.]

IN THE COURT OF APPEALS OF OHIO THIRD APPELLATE DISTRICT MERCER COUNTY

UNIVERSAL STEEL BUILDINGS CORP., DBA OLYMPIA STEEL BUILDINGS CORPORATION, CASE NO. 10-22-07

PLAINTIFF-APPELLEE/ CROSS-APPELLANT,

v.

DANIEL DUES, ET AL., OPINION

DEFENDANTS-APPELLANTS/ CROSS-APPELLEES.

Appeal from Mercer County Common Pleas Court Civil Division Trial Court No. 17-CV-083

Judgment Affirmed in Part, Reversed in Part, and Cause Remanded

Date of Decision: February 26, 2024

APPEARANCES:

Terrence G. Stolly and Connor W. Kinsey for Appellants/ Cross-Appellees

Richard Schroeter, Jr. for Appellee/Cross-Appellant Case No. 10-22-07

ZIMMERMAN, J.

{¶1} Defendants-appellants/cross-appellees, Daniel Dues (“Daniel”) and

Denise Dues (“Denise”), appeal the judgment of the Mercer County Court of

Common Pleas denying their motion for judgment notwithstanding the verdict

(“JNOV”) as well as the judgment of the Mercer County Court of Common Pleas

granting plaintiff-appellee/cross-appellant’s, Universal Steel Buildings

Corporation, dba Olympia Steel Buildings (“Universal Steel”), motions for JNOV

and directed verdict. Universal Steel appeals the judgments of the Mercer County

Court of Common Pleas granting the Dues family’s motion for a jury trial, entering

judgment on the jury’s verdict, and denying its motion for attorney fees. For the

reasons that follow, we affirm in part and reverse in part.

Background

{¶2} This case stems from July 3, 2014 and October 7, 2016 contracts

between Daniel and Universal Steel for the design and fabrication of a steel barn to

be constructed on the Dues family’s dairy farm located at 4212 Siegrist-Jutte Road

in Coldwater, Ohio (“4212 property”) for $267,000.00.1 Daniel and Denise own

and operate the dairy farm with their sons, Kyle Dues (“Kyle”) and Craig Dues

(“Craig”) (together, “the Dues sons”) (collectively, “the Dues family”). Daniel and

1 At the time that the dairy-barn project commenced, the Irene and Virgil Dues Trust owned the 4212 property. Later, the 4212 property transferred to Kyle and Craig Dues.

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Denise reside at an adjacent parcel, located at 4300 Siegrist-Jutte Road in

Coldwater, Ohio (“4300 property”).2

{¶3} Universal Steel, a Pennsylvania company, sells pre-engineered steel

buildings. Specifically, Universal Steel “produces pre-engineered design drawings

for the steel components based upon a customer’s request.” (Appellee’s/Cross-

Appellant’s Brief at 1). Since Universal Steel does not offer construction or

installation services—including the design or installation of foundations for its pre-

engineered steel buildings—a customer must hire a third party to design a

foundation that will conform to Universal Steel’s pre-engineered design.

{¶4} In this case, the Dues family intended to construct a barn on the site of

their dairy farm at the 4212 property “to facilitate manure and methane management

through a flush system and specifically designed roof.” (Appellant’s/Cross-

Appellee’s Brief at 3). The Dues family was motivated to construct the barn under

the United States Department of Agriculture’s (“USDA”) Natural Resources

Conservation Service’s (“NRCS”) Environmental Quality Incentive Program

(“EQIP”), which incentivizes agricultural producers to address natural-resource

concerns, including manure-management incentives. Here, the Dues family

intended to “export manure out of the facility” as well as construct “a sloping floor,

so that the liquid manure * * * can be flushed down to the lagoon * * * so [they]

2 Daniel and Denise own the 4300 property.

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didn’t have to run a skid loader in there every day to scrape out the aisles.” (July

26-29, 2022 Tr., Vol. II, at 369).

{¶5} Daniel executed the first contract with Universal Steel on July 3, 2014

for an initial set of construction drawings and paid Universal Steel a $10,000.00

engineering deposit.3 (See Doc. No. 10, Ex. 1). Importantly, that contract

“identified the location and heights of the framed doors.” (Appellant’s/Cross-

Appellee’s Brief at 3).

{¶6} Ultimately, Daniel executed a new contract on October 7, 2016 with

Universal Steel and “paid the manufacturing deposit in the amount of $90,125.00 *

* * .”4 (Id. at 5). (See Doc. No. 10, Ex. 2). Significantly, the new contract specified

that the barn would feature “one 10x10 foot, four 12x10 foot, one 14x14 foot, and

two 20x14 foot framed door openings.” (Appellant’s/Cross-Appellee’s Brief at 5).

{¶7} Thereafter, the parties executed multiple change orders to the original

contract. The first change orders were executed in October and November 2016 to

modify “the column locations” and “the baseplates on interior columns * * * .” (July

26-29, 2022 Tr., Vol. I, at 112-113). (See also Doc. No. 144). More specifically,

the November 2016 change order “changed the bolt pattern and interior

baseplates”—that is, the change order changed the design “from a four-bolt bolt-

down to a two-bolt” pattern. (July 26-29, 2022 Tr., Vol. II, at 274). That change

3 Even though Kyle’s name appears on the contract, Daniel executed the contract. 4 Daniel paid Universal Steel “a $17,000.00 deposit for the steel building materials” on May 17, 2017. (Doc. No. 10). (See Doc. No. 10, Ex. 3).

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order also changed the design of the roof from “an 18-inch opening on the top of

the roof [to] 32 inches.” (Id. at 275). Signifcantly, the change order did not alter

the height of the door openings.

{¶8} Prior to beginning construction of the barn, Daniel executed a contract

with Ann Rethman (“Rethman”) of Rethman Design Inc. to design “the concrete

load bearing capacity,” including “determining weight restrictions, and designing

the foundation in accordance with Universal’s design.” (Appellant’s/Cross-

Appellee’s Brief at 4-5). Rethman provided Daniel with design plans, which not

only conformed to Universal Steel’s plans but also complied with the EQIP

guidelines. Importantly, Rethman’s design plans required that the perimeter wall

foundations (or piers) to be built at a specific height “[a]bove finish floor” to comply

with USDA’s NRDC regulations to qualify for EQIP funding. (July 26-29, 2022

Tr., Vol. II, at 316). Specifically, Rethman’s design plans required the perimeter-

wall foundations to be 71.25 inches tall.

{¶9} Later, Daniel hired A&J Framing and Concrete, LLC (“A&J

Framing”)—an Amish construction company from Indiana—to perform the

foundation and concrete work and to erect the barn. However, while performing the

foundation and concrete work, A&J Framing mistakenly poured the concrete

columns (located in the southwest corner of the barn) two and three-quarter inches

shorter than depicted in the design. To compensate for the error, Daniel executed

another change order in February 2017, which changed “13 columns’ length by two

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and three quarter inches, because [A&J Framing measured in] tenths instead of

inches.” (July 26-29, 2022 Tr. Vol. II, at 277). (See Plaintiff’s Ex. 7). Specifically,

the parties agreed “to add two and three quarter inches [of steel] to the length of the

columns on the left end wall, and add frame lines,” and they agreed that Daniel did

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2024 Ohio 698, 237 N.E.3d 274, Counsel Stack Legal Research, https://law.counselstack.com/opinion/universal-steel-bldgs-corp-v-dues-ohioctapp-2024.