Technical Constr. Specialties v. Cooper

2011 Ohio 5252
CourtOhio Court of Appeals
DecidedOctober 13, 2011
Docket96021
StatusPublished
Cited by4 cases

This text of 2011 Ohio 5252 (Technical Constr. Specialties v. Cooper) 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
Technical Constr. Specialties v. Cooper, 2011 Ohio 5252 (Ohio Ct. App. 2011).

Opinion

[Cite as Technical Constr. Specialties v. Cooper, 2011-Ohio-5252.]

Court of Appeals of Ohio EIGHTH APPELLATE DISTRICT COUNTY OF CUYAHOGA

JOURNAL ENTRY AND OPINION No. 96021

TECHNICAL CONSTRUCTION SPECIALTIES PLAINTIFF-APPELLANT

vs.

STEVE C. COOPER, ET AL. DEFENDANTS-APPELLEES

JUDGMENT: AFFIRMED

Civil Appeal from the Cuyahoga County Common Pleas Court Case No. CV-676571

BEFORE: Blackmon, P.J., Stewart, J., and Boyle, J.

RELEASED AND JOURNALIZED: October 13, 2011 ATTORNEY FOR APPELLANT Daniel M. Walpole 411 Quaker Square 120 E. Mill Street Akron, Ohio 44308

ATTORNEYS FOR APPELLEES

Michael J. Murray Steven D. Shafron Berkman, Gordon, Murray & Devan 55 Public Square Suite 2200 Cleveland, Ohio 44113-1949

PATRICIA ANN BLACKMON, P.J.:

{¶ 1} Appellant Technical Construction Specialties (“TCS”) appeals the jury’s

verdict awarding $14,876.45 in damages in its favor, arguing the award is inadequate.

TCS assigns the following errors for our review:

“I. The verdict awarding $14,876.45 in damages to TCS was against the manifest weight of the evidence, and that portion of the verdict must be reversed.”

“II. The trial court abused its discretion when it denied TCS’s motion for a new trial as to the amount of damages the jury awarded.”

“III. The trial court abused its discretion when it denied TCS’s

motion for a judgment notwithstanding the verdict as to damages.” {¶ 2} Having reviewed the record and pertinent law, we affirm the award of

damages. The apposite facts follow.

Facts

{¶ 3} In August 2004, Entertainment USA, d.b.a. Christie’s Cabaret,

(“Entertainment”) decided to renovate its nightclub located in Cleveland’s flats.

{¶ 4} The new design eliminated the support beams inside the club, requiring the

building to be supported by exterior pillars. Entertainment retained Summit Testing

(“Summit”) to analyze the soil around the club and sought bids from various vendors to

install the exterior supports.

{¶ 5} On September 14, 2004, Entertainment’s president, Steve Cooper, signed a

contract with Technical Construction Specialties, Inc., d.b.a. Atlas Piers N.E.O. (“TCS”)

to install 45 helical piers to the depth of at least 45 feet below the existing grade. The

agreed total cost for the work was $56,783.

{¶ 6} Work began on Monday, November 8, 2004. After installing the first pier,

TCS realized there was a problem because the pier went in at a depth of 86 feet, almost

twice the depth that was projected. The president of TCS, Edward Sheeler, informed

TCS’s project manager, David Rogers, of the problem. It was decided that TCS would

install two more piers to form a triangular pattern to determine whether the depth of the

first pier was limited to that one location.

{¶ 7} David Rogers was not on site for the placement of the two other piers

because he was needed at a site located in West Virginia. While Rogers was gone, TCS installed all of the stock it had on the job site to the depth of at least 80 feet. According

to Sheeler, Rogers was aware TCS was continuing to drill, but did not tell TCS to stop.

Rogers contends he did not know they continued to drill until he returned to the site on

Wednesday, November 10, 2004, and TCS presented him with a change order in the

amount of $51,000 for the purchase of more piers. This cost was in addition to the

original contract price of $56,783.

{¶ 8} Rogers notified Steve Cooper that TCS had done the triangulation, but had

also installed all the piers even though they were going in at least 80 feet, thereby,

doubling the cost of the project. Steve Cooper was outraged and refused to pay the

additional cost, arguing TCS was not authorized to use all the stock it had on site once it

was aware the depth was much deeper than anticipated.

{¶ 9} As a result of the disagreement, Rogers scheduled a meeting for November

16, 2004 to discuss the additional cost and possible ways to rectify the design problem.

The meeting was attended by Sheeler, Rogers, a representative from Summit, structural

engineers from Huffman & Associates, and Entertainment’s counsel. After the meeting,

Sheeler sent Rogers a letter in which he recounted what had transpired at the meeting as

follows:

{¶ 10} “At that meeting, the man sitting next to you asked why we kept

going when we knew that the pier depth was a problem. My response to you

during our telephone conversation was that we did notify you that the first

pier had run about 75'. I called you before the second pier was installed. I also told you that we were going to install the second pier to see if we hit the

same depth and you agreed. The next day, on Tuesday morning, we installed

two more piers around the building to create a triangle. At about 10:30 a.m.,

I called you and told you that it seemed certain that all 45 piers would be

going to 80+/-. You asked me for cost estimates, and I provided them to you

over the phone, at that time and told you that I would be sending change

orders out to you on Wednesday, so we pulled off the job at about noon. I

am confident that we gave you any and all information as soon as possible.”

{¶ 11} The letter does not indicate that Rogers authorized Sheeler to continue with

the job. According to Rogers, he could not authorize Sheeler to continue without Steve

Cooper agreeing to the change order. Because Cooper refused to pay TCS, TCS

removed all of its equipment including the piers it had installed. TCS then filed suit

against Entertainment.

{¶ 12} TCS requested $48,366 in contract damages and an additional $7,213 for

costs it incurred removing its equipment and material from the site. The jury awarded

TCS $14,876.45 in damages. Thereafter, TCS filed motions for a new trial and for

judgment notwithstanding the verdict (“JNOV”), arguing that the jury’s award of

damages was inadequate and against the manifest weight of the evidence. The trial court

denied both motions.

Inadequate Damages {¶ 13} We will address TCS’s assigned errors together as they all concern whether

the jury’s verdict is supported by the evidence. TCS argues the verdict is against the

manifest weight of the evidence and that the trial court erred by failing to grant its motion

for a new trial or for JNOV.

Standards of Review

{¶ 14} In determining whether a verdict is against the manifest weight of the

evidence, “[j]udgments supported by some competent, credible evidence going to all the

essential elements of the case will not be reversed by a reviewing court as being against

the manifest weight of the evidence.” C.E. Morris Co. v. Foley Const. Co. (1978), 54

Ohio St.2d 279, 280, 376 N.E.2d 578. When reviewing the sufficiency of the evidence

in civil cases, the question is whether, after viewing the evidence in a light most favorable

to the prevailing party, the judgment is supported by competent, credible evidence. Id.

Put more simply, the standard is “whether the verdict [is] one which could be reasonably

reached from the evidence.” Hartford Cas. Ins. Co. v. Easley (1993), 90 Ohio App.3d

525, 630 N.E.2d 6. When engaging in this analysis, an appellate court must remember

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