Fid. & Dep. Co. of Md. v. Cloy Const. Co.

425 So. 2d 887
CourtLouisiana Court of Appeal
DecidedJanuary 4, 1983
Docket82 CA 0205, 82 CA 0206
StatusPublished
Cited by7 cases

This text of 425 So. 2d 887 (Fid. & Dep. Co. of Md. v. Cloy Const. Co.) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Fid. & Dep. Co. of Md. v. Cloy Const. Co., 425 So. 2d 887 (La. Ct. App. 1983).

Opinion

425 So.2d 887 (1983)

FIDELITY & DEPOSIT COMPANY OF MARYLAND
v.
CLOY CONSTRUCTION COMPANY, INC., et al.
COLEMAN OLDSMOBILE, INC.
v.
CLOY CONSTRUCTION COMPANY, INC., et al.

Nos. 82 CA 0205, 82 CA 0206.

Court of Appeal of Louisiana, First Circuit.

January 4, 1983.

*888 David S. Bell, Baton Rouge, for Fidelity & Deposit Co. of Maryland.

Robert L. Kleinpeter, Baton Rouge, for Coleman Oldsmobile, Inc.

John C. Miller, Baton Rouge, for Paul T. Stewart, Architect.

Martin C. Schroeder, Baton Rouge, for Cloy Const. Co., Inc., et al.

Before PONDER, SAVOIE and ELLIS, JJ.

SAVOIE, Judge.

These consolidated suits result from two contracts between Cloy Construction Company, Inc. (Cloy) and Coleman Oldsmobile, Inc. (Coleman).

The first contract was for the construction of the present Coleman Oldsmobile facility in Baton Rouge. The construction was to be performed in accordance with the plans and specifications prepared by Paul F. Stewart, the architect retained by Coleman. Cloy's performance on this contract was bonded by the Fidelity and Deposit Company of Maryland.

The second contract was an oral agreement. Under this contract, Cloy agreed to provide certain fill for the lot adjacent to the construction. This lot was also owned by Coleman.

At trial, Cloy sought the balance due on the construction project, the contract price for the fill and damages. Fidelity & Deposit sued for certain funds which it was required to expend as Cloy's surety. In addition, Coleman prayed for damages for alleged defective design and construction. Its primary complaint was over the deficiencies in the concrete driveways, parking lots and curbing.

The trial court rendered judgment: (1) in favor of Cloy and Fidelity & Deposit against Coleman for $32,565.00[1] (retainage on the construction contract) with legal interest thereon from June 12, 1974; (2) in favor of Cloy and against Coleman for $24,496.50 (cost of fill contract) with legal interest thereon from date of judicial demand; (3) in favor of Fidelity & Deposit and against Cloy, decreeing that the judgment rendered in favor of Fidelity & Deposit against Coleman (see (1)) to be superior in rank to and prime and be paid in preference and priority to any judgment herein in favor of Cloy; (4) in favor of Fidelity & Deposit and against Cloy, et al, in the sum *889 of $39,982.62 (payments expended as surety) with legal interest from date of judicial demand; (5) reserving to Fidelity & Deposit the right to its damages for costs and expenses of these lawsuits against Cloy, et al; (6) in favor of Coleman and against Cloy and Fidelity & Deposit for $14,800.00 plus 25% thereon (costs of repairs of parking lot and to replace curbing); (7) in favor of Paul Stewart, Inc. and Paul Stewart, individually and its insurer, dismissing with prejudice Coleman's claims.

Appeals were taken by Coleman, Cloy, and Fidelity & Deposit. In response to Coleman's appeal, Stewart answered and urged that the trial court's dismissal of Coleman's claims against it be affirmed.

COLEMAN

On appeal, Coleman sets forth three assignments of error.[2] Basically, Coleman argues that it not only failed to get a properly designed parking lot but failed to get a finished product installed in a good workmanlike manner.

This case is governed by L.S.A.-C.C. Art. 2769, which reads:

"If an undertaker fails to do the work he has contracted to do, or if he does not execute it in the manner and at the time he has agreed to do it, he shall be liable in damages for the losses that may ensue from this non-compliance with his contract."

Under this article, the owner's remedy in the presence of substantial compliance or performance is to allege and prove the nature and extent of the unfinished or defective work so as to reduce the amount of the judgment by the amount of the cost required to correct the defective work. G. Salvaggio & Co., Inc. v. Delta Heights, Inc., 277 So.2d 754 (La.App. 4th Cir.1973). The burden of proof in a case of this nature as to the defects and omissions on the part of the contractor and the cost of repairing and finishing them lies squarely upon the owners who claim defective work exists. G. Salvaggio & Co., Inc., supra.

The original plans and specifications required a slab constructed of four inches of concrete with wire mesh and curbing connected by dowels. Subsequently, the plans and specifications were changed to delete the requirement for wire mesh and to substitute five inches of concrete. Both Mr. Cloy and Mr. Stewart testified this was a cost-saving change. Further, Mr. Cloy suggested that the curbs be glued to the concrete, as opposed to being connected by dowels. Mr. Cloy testified this idea was orally approved by Mr. Stewart, the architect.

Several experts were called at trial to testify as to the manner in which the parking lot and curbs were constructed. All of the experts agreed that concrete will crack. Dr. Jerry Householder, testifying in Coleman's behalf, stated he would do the job differently but did not say that the present design of the lot was deficient. As to the curbing, he testified that Darweld-C, which was used to bond the curbing, was not a true epoxy. He was of the opinion that Darweld-C would not give the same type of results as dowel. Mr. Gonzales, another expert, concurred in Householder's findings.

Lawrence Farris stated that he patched about twelve areas (admitted deposition said eight areas) of the driveway because of cracking and curbing. He last patched the area three years ago. In that time, the largest area patched was 10' × 10'. The patched areas were those that were most trafficked.

Dean McKee testified in Cloy's behalf. He was of the opinion that a majority of the cracks were due to shrinkage. His tests indicated the concrete was of good strength and exceeded the specifications and strengths required by the contract. He felt it was sufficient for the lot. McKee stated that he would expect some ponding after eight years.

James Clary, called by Cloy, testified that the lot was comparable to other lots in the area of the same age. He stated the concrete looked good, the omission of the mesh *890 was not a design defect, and the lot was functional. He did not consider the ponding or cracking in the concrete to be excessive. As to the curbing, he stated that the dowels would have been better than using an epoxy. However, he stated that the Highway Department accepted epoxy as a bonding agent and, therefore, he would accept it, too. Mr. Clary went on to say that Darweld-C was not a true epoxy.

The foregoing testimony supports the trial court's conclusions and awards.

The trial court found that the parking lot and driveways had withstood the test of time. This was so despite evidence indicating some deficiencies relative to slab thickness and improper construction of the curbing. It noted that three years prior to trial, between 8-12 sections of concrete had been repaired, amounting to approximately 9600 square feet of the total parking area (188,000 square feet). With the exception of the repaired sections, the court opined that the parking lot had and continues to serve the purpose for which it was constructed. The court was convinced that the parking lot in question was comparable to any 8-year old parking lot in the area. In accordance with these findings, the lower court awarded the replacement cost of the repaired sections of the lot and the cost of completely re-doing the curbing.

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Bluebook (online)
425 So. 2d 887, Counsel Stack Legal Research, https://law.counselstack.com/opinion/fid-dep-co-of-md-v-cloy-const-co-lactapp-1983.