Commerce Center of Greenville, Inc. v. W. Powers McElveen & Associates, Inc.

556 S.E.2d 718, 347 S.C. 545, 2001 S.C. App. LEXIS 151
CourtCourt of Appeals of South Carolina
DecidedNovember 19, 2001
Docket3412
StatusPublished
Cited by23 cases

This text of 556 S.E.2d 718 (Commerce Center of Greenville, Inc. v. W. Powers McElveen & Associates, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals of South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Commerce Center of Greenville, Inc. v. W. Powers McElveen & Associates, Inc., 556 S.E.2d 718, 347 S.C. 545, 2001 S.C. App. LEXIS 151 (S.C. Ct. App. 2001).

Opinion

*549 ANDERSON, Judge:

In this construction litigation case, W. Powers McElveen & Associates (“Architect”) and McDevitt Street Bovis, Inc. (“Contractor”) were found 20% and 80% liable, respectively, for the diminution in value of a building owned and subsequently sold by Commerce Center of Greenville, Inc. (“Commerce Center”). Contractor filed post-trial motions challenging various evidentiary rulings. These motions were denied. Contractor appeals. We affirm.

FACTS/PROCEDURAL BACKGROUND

In April 1997, Commerce Center acquired by assignment all of the partnership interests of Park Place Associates (“Associates”). Associates’ interests included a five-story building known as the Park Place located in West Columbia. At the time of this transaction, Associates had two separate actions pending against Architect 1 and Contractor 2 for recovery of damages for certain defects in the design and construction of Park Place. Specifically, Associates complained that the windows on all but the first floor of the building leaked.

It was undisputed that an improperly constructed joint will fail prematurely and start leaking. The parties also agreed the windows leaked because of defective design and the poor workmanship of Contractor’s window installation subcontractor. Contractor, however, maintained that the design defects, not Contractor’s construction defects, were the greater cause of Commerce Center’s damages.

The windows were sealed with a “conventional caulk joint.” A conventional caulk joint is an industry term which describes a standard method of construction and type of seal used around windows. When a window is placed in its respective *550 opening, it is positioned and held in place with plastic, horseshoe-shaped shims so that a space or gap of not less than one-quarter of an inch and not more than three-quarters of an inch is left between the cladding material, which is the material on the building’s exterior, and the top edge or the bottom edge of the window system. Next, a foam material called backer rod is inserted into the gap. A sealant-like caulk is then pressed into the gap on top of the backer rod. The backer rod limits the depth of the sealant joint (which is the in-and-out dimension of the joint) and allows the caulk to be pressed into its proper one-to-one ratio of depth to width. A proper ratio ensures a water-tight and lasting joint.

Approximately two weeks after acquiring the building, Commerce Center sold Park Place to Liberty Property Limited Partnership (“LPLP”). Commerce Center continued the actions initiated by Associates. In its pleadings, Commerce Center alleged that it was required to discount the sale-price by $175,000 because of the building’s defects. 3

At trial, Commerce Center elicited testimony that Contractor did not install the windows properly in that almost no backer rod was used, the joint spacing was inconsistent and frequently of improper width and depth, the fiberglass mesh under the cladding system was exposed in parts, and the shims were the improper size, misplaced, and often protruding into the caulking compound. Contractor acknowledged that essentially no backer rod was used on the building. L.G. Lewis, Jr., an expert called by Commerce Center, testified that the design of the windows did not deviate from accepted architectural practice and it would have performed “satisfactory” if properly executed.

On cross examination, Robert T. Coleman, III, Commerce Center’s president, acknowledged that in 1996, Commerce Center believed a cause of the leaks, but not the exclusive cause, was a design defect. He also admitted that Commerce Center would have performed repairs to the building to *551 change the design configuration of.the window head even if backer rod had been installed by Contractor.

Commerce Center additionally proffered testimony of necessary remedial remedies to correct the window leaks. Simply adding new caulk would not act as a permanent fix to the leaking problem. Instead, the better, long-term solution was to install flashing across the top of the windows. Mark F. Williams, an expert retained by Commerce Center to design a solution for the leaks, testified about a remedial flashing design he devised. Williams testified his solution did not modify the window design; rather, it involved cutting an approximate eight-inch portion of the cladding away from above the windows and installing a metal flashing or drip edge arourid the entire building. This solution was considered the most cost-effective because it did not involve removing, repositioning, and reinstalling every window in the building. Lewis opined Williams’ remedial solution was “reasonable.” Although Commerce Center did not implement these design changes, LPLP did. There is no indication in the record that the building has leaked since renovation.

As part of its pre-trial discovery, in December 1997, Contractor submitted five questions to Associates in a Rule 36, SCRCP request to admit. Commerce Center, answering as assignee of Associates’ interests, admitted the construction defects complained of consisted of only the omission of backer rod and improper joint size at the window head. 4 However, *552 Commerce Center specifically reserved its right “to supplement this response to the extent further deficiencies are discovered.” Commerce Center further admitted it had turned down Contractor’s offer to pay for recaulking the building and that it would have performed repairs to the building and changed the design configuration of the window head even if backer rod had been present. 5

Contractor argued the substance of Commerce Center’s admissions to the jury. It used a blow-up of admission number four as demonstrative evidence during its opening arguments and it published in part and argued the substance of the remaining admissions, particularly admission number two, during cross examination of Lewis. Additionally, Contractor referenced the admissions during its closing argument.

Contractor sought on at least three occasions to introduce the admissions into evidence. At the close of Commerce Center’s case, Contractor also moved for a directed verdict based upon admission number two because the admission did not acknowledge any construction deficiencies other than the lack of backer rod and improper joint spacing. The court denied Contractor’s motion. Concurrently, however, the trial judge granted Commerce Center’s oral motion to amend its admissions to comport with the additional testimony of construction defects involving the shims. Over Contractor’s objections, the trial judge found no prejudice in allowing this amendment.

*553 Contractor also attempted to introduce two letters sent from Commerce Center’s attorney to Contractor and Architect dated June 25 and July 25, 1996, respectively, into evidence.

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Bluebook (online)
556 S.E.2d 718, 347 S.C. 545, 2001 S.C. App. LEXIS 151, Counsel Stack Legal Research, https://law.counselstack.com/opinion/commerce-center-of-greenville-inc-v-w-powers-mcelveen-associates-scctapp-2001.