Consolidated Systems, Inc. v. Art Iron, Unpublished Decision (2-6-2004)

2004 Ohio 468
CourtOhio Court of Appeals
DecidedFebruary 6, 2004
DocketNo. L-03-1008, Trial Court No. CI-01-1444.
StatusUnpublished

This text of 2004 Ohio 468 (Consolidated Systems, Inc. v. Art Iron, Unpublished Decision (2-6-2004)) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law.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
Consolidated Systems, Inc. v. Art Iron, Unpublished Decision (2-6-2004), 2004 Ohio 468 (Ohio Ct. App. 2004).

Opinion

DECISION AND JUDGMENT ENTRY
{¶ 1} This case is before the court on appeal from a judgment of the Lucas County Court of Common Pleas. After a jury trial, the common pleas court entered a judgment in favor of appellees, Consolidated Systems, Inc. ("Consolidated") and Assemblers, Inc. ("Assemblers").

{¶ 2} Appellant, Art Iron, Inc. ("Art Iron"), asserts the following assignments of error:

{¶ 3} "1. The jury erred in returning a verdict in favor of appellee, Consolidated Systems, Inc. ("CSI") on its complaint against Art Iron and against Art Iron on its counterclaim against CSI."

{¶ 4} "2. The jury erred in returning a verdict in favor of appellee, Assemblers, Inc. ("Assemblers") on its counterclaim against Art Iron and against Art Iron on its third party complaint against Assemblers."

{¶ 5} "3. The trial court erred in denying Art Iron's motion for judgment notwithstanding the verdict and upholding the jury's verdict against CSI and against Art Iron."

{¶ 6} The facts material to a disposition of Art Iron's assignments of error are as follows.

{¶ 7} Art Iron, whose fabrication division is located in Toledo, Lucas County, Ohio, contracted with the Pinckney Community Schools and its general contractor, George A. Auch, to provide and install, among other things, steel deck for the roof of a new high school in Pinckney, Michigan.

{¶ 8} Art Iron subsequently entered into a subcontract with Consolidated for the purchase and delivery of the steel roof deck at a cost of $163,265. This contract contained an indemnity clause under which Consolidated agreed to hold Art Iron "harmless from every claim, demand, loss, expense, damage or injury, including attorney fees, which may arise or which claim to have been caused by, attributable to, or results from material and/or work supplied/performed under this purchase order."

{¶ 9} Art Iron entered into a "subcontract agreement" with Assemblers for the installation of the steel roof deck. This unsigned subcontract had an indemnity clause comparable to the agreement between Art Iron and Consolidated in that Assemblers agreed to indemnify Art Iron for all damages, claims, losses or expenses, including attorney's fees, "caused in whole or in part by any act or omission" of Assemblers, its agents, its employees or its subcontractors.

{¶ 10} In the case under consideration, only certain sections of the deck, which were installed in areas denominated as Zone D and part of Zone E, are the subject of the dispute between Art Iron, Consolidated, and Assemblers. Therefore, unless otherwise specified, any further reference to the steel roof deck provided by Consolidated and installed by Assemblers alludes only to those portions of the deck in Zone D and Zone E.

{¶ 11} Consolidated does not fabricate or apply chemicals to the steel that it cuts and shapes for a particular project. Instead, it purchases coils of steel, made to specifications, from major manufacturers, e.g., U.S. Steel. In this case, U.S. Steel immersed the steel in hot, liquid zinc in order to protect the steel from the elements; this process is called galvanization. The steel was also treated with a chromium based material that reacts with the zinc to provide extra protection from corrosion.

{¶ 12} After receiving the galvanized steel from U.S. Steel, Consolidated's plant, which is located in South Carolina, milled the deck. The deck was temporarily stored on a covered loading dock. The deck, which is deeply ridged and approximately 30 feet long, was bundled in stacks of several sheets. These bundles were later placed on flatbed truck trailers, and transported uncovered, to the construction site, arriving there on January 22, 1998. It is undisputed that Consolidated never covers steel deck during transportation and that the deck in this case was wet when it arrived at the site.

{¶ 13} The bundles were then stored on the site on a graveled "lay down" area that was slightly sloped so that any moisture could drain from between the sheets of deck. It, as well as all of the roof deck used in the project, was stored uncovered. However, the deck was not laid on the ground. Rather, it lay on top of wood "four-by-fours or six-by-sixes." Assemblers does not cover stored steel deck and did not do so in the instant case.

{¶ 14} The weather during the early months of the year 1998 was not conducive to the erection of a new building. It snowed or rained, and there were frequent freezes and thaws. The work site was in such a poor condition that Assemblers shut down the project for 10 to 14 days in January. It remained wet and muddy through at least the month of March. Thus, the project was behind schedule at the time that the steel roof deck arrived and it was stored in bundles for a longer period of time than the usual three to four days that it is normally stored.

{¶ 15} Furthermore, it is undisputed that the roofers usually follow immediately behind the "deckers" as they spread out and tack down a steel roof deck. This is done in order to protect the deck from corrosion. Nonetheless, in the case before us, the bids for the roof for the Pinckney High School project were not made until April 1998 and the roof was not in place until June 1998.

{¶ 16} During the first week in February, the roof deck was unbundled, hoisted to the roof, spread out, and tacked down. Patrick Thompson, the detail foreman for Assemblers stated that all of the deck, not only those sections for Zone D and Zone E, was wet when it was unbundled. Thompson stated that the deck was wet because "It rained every day, just about everything was wet. * * * Or snow. * * * [E]verything you touched was wet and icy and slippery and snowy * * *." Moreover, all of the roof deck was stored in the same manner and subjected to similar weather conditions as the deck in Zone D and part of Zone E.

{¶ 17} According to Terry Handricks, Assemblers' general foreman, and Patrick Thompson, some of the deck for Zone D and part of Zone E had a "white powder" on it or a "chalky look." Handricks noted that by the beginning of March, Zone D started to "freckle" with spots of rust. By April 8, 1998, virtually all of Zone D had some rust. At that time, Handricks took some photographs of the corrosion and gave them to Darla Hornyak, Art Iron's project manager.

{¶ 18} In April 1998, Ron Clore, the construction manager for George Auch Co., also noticed spots of rust on the deck. He had those areas treated with Galvaprep, a spray used to galvanize steel, but it was ineffective. By the end of April, the rust was prevalent in Zone D and part of Zone E.

{¶ 19} At the beginning of May, Clore contacted Darla Hornyak, who, in turn, sent a letter to Ray Molinaroli, the project manager for Consolidated. The letter, and accompanying photographs, informed Molinaroli of the corrosion and requested a method of curing the problem. Consolidated never offered a means to remedy the situation.

{¶ 20} On May 6, 1998, John R. Burhenn, the architect for the Pinckney high school project, issued a report recommending that the rusted portions of the roof deck be removed and replaced. He also stated that Art Iron should contact Consolidated in order to determine the extent of the problem and its effect on all other decking. Hornyak faxed a copy of the architect's report to Molinaroli.

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Bluebook (online)
2004 Ohio 468, Counsel Stack Legal Research, https://law.counselstack.com/opinion/consolidated-systems-inc-v-art-iron-unpublished-decision-2-6-2004-ohioctapp-2004.