Metal Structures Corp. v. Plains Textiles, Inc.

470 S.W.2d 93, 1971 Tex. App. LEXIS 2089
CourtCourt of Appeals of Texas
DecidedAugust 2, 1971
Docket8156
StatusPublished
Cited by100 cases

This text of 470 S.W.2d 93 (Metal Structures Corp. v. Plains Textiles, Inc.) 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
Metal Structures Corp. v. Plains Textiles, Inc., 470 S.W.2d 93, 1971 Tex. App. LEXIS 2089 (Tex. Ct. App. 1971).

Opinion

REYNOLDS, Justice.

This appeal is from a judgment entered on a jury verdict awarding damages resulting from a building construction failure. The judgment of the trial court, as hereinafter reformed, is affirmed.

Plains Textiles, Inc., appellee herein, organized for the purpose of constructing and operating a textile spinning mill in Lubbock County, employed Bill G. Eppes, an architect and engineer, to design the building, and entered into a construction contract with H. C. Lewis as the general contractor. Stout Steel Builders, Inc., a franchise dealer of Metal Structures Corporation, appellant herein, contracted with H. C. Lewis to furnish and install the steel used in the building. Appellant designed, manufactured and supplied the steel used by Stout Steel Builders, Inc. No contract was entered into, or existed, between appellant and appellee. The steel was furnished and installed by early January, 1966. When the building was in the final stage of completion on April 23, 1966, following a rain the preceding day and ponding of water on the roof, one of the steel frames partially failed and a part of the roof collapsed.

On April 22, 1968, appellee Plains Textiles, Inc., filed suit against Bill G. Eppes, Stout Steel Builders, Inc., and appellant Metal Structures Corporation for damages. H. C. Lewis was not made a party to the suit. The theories of recovery alleged and submitted against the defendants were negligence and strict tort ' liability for breach of implied warranty. Fraudulent concealment was not pleaded. Appellant specially excepted to appellee’s petition on the ground, among others, that appel-lee’s cause of action was barred by the two-year statute of limitations. The record does not reflect that this exception was presented to or ruled on by the trial judge. Appellant pleaded among its defensive matters the defense of volenti non fit injuria and the two-year statute of limitations. Various cross claims for contribution and indemnity were filed. Trial was to a jury. At the close of the evidence, the trial court overruled appellant’s motion for an instructed verdict based on the two-year statute of limitations, volenti and other allegations. Then the trial court, upon motion to which there was no objection, dismissed Stout Steel Builders, Inc., *97 and its cross claim from the suit with prejudice. The jury relieved Bill G. Eppes from liability. No complaint is made to the exoneration of Stout Steel Builders, Inc., and Bill G. Eppes, and the judgment as to them has become final.

In response to the submitted special issues, the jury found that appellant breached its implied warranty to appellee and that ■ in three particulars appellant was guilty ; of negligence that proximately caused ap- j pellee’s damages. The jury found the'' defense of volenti non fit injuria. The jury findings, material to this appeal and summarized corresponding to the numbered special issues, were that: (1) the failure of the roof was proximately caused by pond-ing of water on the roof; (2) the ponding of water was proximately caused by excessive deflection of the frames; (3) the excessive deflection was proximately caused by a defective condition of the frames; (4) the frames -were defective at the time they were delivered to be used in the building; (5) appellant designed the frames; (9) appellant supplied steel frames that were excessively flexible and not sufficiently rigid to avert ponding on the roof, (10) which was negligence, and (11) a proximate cause of the roof failure and resulting damages; (12) appellant in designing the frames failed to design them to compensate for the probable deflection, (13) which was negligence, and (14) a proximate cause of the roof failure and resulting damages; (15) the ponding of water on the roof created a dangerous condition prior to the collapse, which (16) ap-pellee knew, and (17) appreciated, and (18) appellee voluntarily exposed its building to the risk of such dangerous condition; (50) appellant failed to follow plans and specifications in not cambering the steel frames, which (50a) was negligence, and (50b) a proximate cause of the damages; (51a) appellant, after notice, if any, of alleged defects in the steel frames, represented to Bill Eppes that such structure was sound; and (51b) Bill Eppes relied on such assurances from appellant. Special issues 52 and 53, consisting of inquiries as to ap-pellee’s specific damages, have not been challenged.

Appellant’s motion for judgment based on limitations and the defense of volenti; to disregard the jury’s findings to special issues nos. 1 through 4, 9 through 14, 27, 34, 35, 50, 50(a) and 50(b); and for judgment notwithstanding the verdict, was overruled. Appellee’s motion to disregard the jury’s answer to special issue no. 18 and for judgment was granted, and judgment was rendered by the trial court against appellant in favor of appellee for damages in the sum of $38,094.08, with interest thereon at the rate of six percent per annum from April 23, 1966. Appellant then appealed, assigning ten points of error, to which appellee has replied in seventeen counterpoints. The evidence pertinent to the assignments of error may be summarized as follows-:

The structural soundness of the steel frames was first questioned by the general contractor shortly after their installation. In January, 1966 1 , and on February 5, Lewis informed Eppes that he questioned the strength of the frames, and on February 7, advised appellee by letter that he questioned the structural design of the building, and that “The structure of this building should be checked at once by a qualified engineer.” Eppes was informed, and thought the problem concerned the purlins that were rolling. He approached appellant and was furnished with a plastic analysis on or about February 17, reflecting the frames had a safety factor of almost 100%; however, appellant claims the plastic analysis pertained to stress rather than to deflection. The general contractor’s engineer formed an opinion that the frames were generally unstable, causing deflection that would permit roof water to pyramid and would endanger safety. He informed appellee’s officers. Although assured by the architect that the building was *98 adequate, appellee’s board chairman noticed the frames were limber and of very thin material, and appellee, feeling caught between its architect and general contractor, hired J. Weldon Hunnicutt, an engineer, to give it an independent answer. In early March, Hunnicutt inspected the building with Charles Wilson, appellee's president and general manager. Hunnicutt called Wilson’s attention to the obvious deflection of the frames, wrinkling in the web plate, and ponding of water on the roof. Wilson was aware of some deflection at this time. Hunnicutt took measurements to assist him in his investigation. By letter dated March 12 addressed to appellee, Hunnicutt stated his observations could possibly indicate the framing is lighter than normally required, but this was “not to say the roof framing is unsafe as now built,” and requested a complete set of structural steel shop drawings, in lieu of his making another trip to secure detailed measurements, to complete his computation. By a letter dated April 19 and received by appellee on April 21, Hunnicutt advised the need for further investigation to arrive at a final conclusion because of overstress in the frames. Before Hunnicutt completed his investigation, and arrived at a final conclusion, the injury complained of occurred.

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Bluebook (online)
470 S.W.2d 93, 1971 Tex. App. LEXIS 2089, Counsel Stack Legal Research, https://law.counselstack.com/opinion/metal-structures-corp-v-plains-textiles-inc-texapp-1971.