Universal Steel Bldgs. Corp. v. Dues

2024 Ohio 698, 237 N.E.3d 274
Ohio Court of Appeals·Decided February 26, 2024·No. 10-22-07·Published·Cited by 3 cases

Opinion

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

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.

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.

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).

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

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 “not want stamped drawings reflecting these changes.” (July 26-29, 2022 Tr., Vol. I, at 121-122).

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

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