McAllen State Bank v. Linbeck Construction Corp.

695 S.W.2d 10
CourtCourt of Appeals of Texas
DecidedMay 2, 1985
Docket13-84-085-CV
StatusPublished
Cited by37 cases

This text of 695 S.W.2d 10 (McAllen State Bank v. Linbeck Construction Corp.) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
McAllen State Bank v. Linbeck Construction Corp., 695 S.W.2d 10 (Tex. Ct. App. 1985).

Opinion

OPINION

UTTER, Justice.

McAllen State Bank (Bank) originally brought suit against Linbeck Construction Corporation (Linbeck) alleging (1) certain breaches of express warranties regarding the quality of workmanship and materials and (2) certain misrepresentations regarding the characteristics of certain modifications in connection with Linbeck’s construction of a building for the Bank. The Bank further alleged that the breaches of warranties and misrepresentations violated the Deceptive Trade Practices — Consumer Protection Act (DTPA), TEX.BUS. & COMM. CODE § 17.41 et seq. (Vernon Supp.1985). Industrial Risk Insurers (Industrial Risk), the Bank’s subrogee, intervened in the suit. The suit was tried before a jury, which returned its verdict in favor of the Bank. Based upon the jury’s verdict and the parties’ stipulations, the trial court awarded actual damages, reasonable attorney’s fees, post-judgment interest and court costs but refused to award prejudgment interest and treble damages pursuant to the DTPA. Prom this judgment, the Bank has appealed complaining that the trial court erred by failing to award treble damages pursuant to the DTPA, and Linbeck has brought a cross-appeal complaining about the admission of certain evidence and about alleged factual and legal sufficiency of the evidence to support the judgment. We reform and, as reformed, affirm the judgment of the trial court.

On April 28, 1977, the Bank (as owner) and Linbeck (as contractor) entered into a written contract, wherein Linbeck agreed to be the general contractor for the construction of a seventeen-story building in McAllen for the Bank. Linbeck expressly warranted (1) that “all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents” and (2) that it would use high quality materials, suitable for the function intended and of good appearance when exposed to view. The contract provided that “[t]he Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner can occupy or utilize the Work or designated portion thereof for the use for which it is intended” and that the “[warranties required by the Contract *15 Documents shall commence on the Date of Substantial Completion or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion.” The contract also contained a liquidated damages provision for construction delays.

Construction on the bank building under the contract began in May 1977. During the construction, Linbeck implemented a modified skylight design and an alternative expansion joint waterproofing system between the tower of the building and the promenade deck at the third floor. The first four floors (the banking portion of the building) were certified by the architect “to be substantially complete” and ready for occupancy on February 19, 1979. At that time, the Bank moved into the banking portion of the building and began its banking operations. The remaining portions (the tenant or non-banking portions) of the building were certified “to be substantially complete” and ready for occupancy by August 7, 1979.

In August 1980, Hurricane Allen came ashore north of Brownsville and brought with it high winds and heavy rains to the McAllen area. During the storm, the bank building sustained significant wind and water damage. Large portions of the sloping metal roof system between the second and third floors of the building were blown off. Water leaked into the building from the following areas of the building: the window wall/precast fin system on the sides of the building, the sloping metal roof system between the second and third floors, the expansion joint system between the tower of the building and the promenade deck at the third floor, and the skylights. As a result of the leaking, the building’s interi- or, including a large amount of wall-covering and carpet, sustained heavy water damage.

Prior to the storm but after the Bank moved into the building, the Bank had already detected problems with the building’s construction. The Bank was dissatisfied with the installation of the concealed spline ceiling tile system on the first and second floors of the building. Also, the Bank noticed that the sky-lights and the expansion joint leaked. Following numerous complaints by the Bank to Linbeck, Linbeck represented that it had performed necessary repairs to correct the problems.

After the storm and after Linbeck had attempted to undertake some repairs of storm damages, the Bank retained 3D/In-ternational (3D/1) (the building’s original architect), Valcon, Inc. (Valcon) (as general contractor) and miscellaneous others to correct alleged construction defects and to repair the damages to the building.

Based upon the pleadings, the parties litigated at trial concerning six alleged defective areas of work: (1) the window wall/precast fin system on the sides of the building; (2) the sloping metal roof system between the second and third floors; (3) the expansion joint waterproofing system between the tower of the building and the promenade deck at the third floor; (4) the skylights; (5) caulking at the reglet area of the sloping metal roof, parapet walls and wing walls; and, (6) the concealed spline ceiling tile system on the first and second floors. At the conclusion of the trial, the jury, in response to the special issues submitted, returned its verdict in favor of the Bank on all of the submitted issues. Based upon the jury’s findings and the parties’ stipulations, the trial court in its judgment (1) awarded $453,563.00 to the Bank and $506,537.00 to Industrial Risk (intervenor and the Bank’s subrogee), for a total of $960,000.00, the total amount of actual damages found by the jury under each of the theories of recovery for breach of warranty (workmanship and materials), (2) awarded, as a matter of law, $6,600.00 to the Bank as liquidated damages for delays in substantial completion of the building, (3) awarded the Bank reasonable attorney’s fees in the amount of $170,000.00 and post-judgment interest and (4) assessed court costs against Linbeck.

Since Linbeck in its cross-appeal primarily challenges the admission of certain evidence and the sufficiency of the evidence to support the trial court’s judgment, we will first consider the cross-points of error *16 raised in Linbeck’s cross-appeal before considering the Bank’s contention in its appeal that the trial court erred by failing to award treble damages pursuant to the DTPA.

LINBECK’S CROSS-APPEAL

First,

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Bluebook (online)
695 S.W.2d 10, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mcallen-state-bank-v-linbeck-construction-corp-texapp-1985.