Church v. Rodriguez

767 S.W.2d 898, 1989 Tex. App. LEXIS 544, 1989 WL 22596
CourtCourt of Appeals of Texas
DecidedMarch 16, 1989
DocketNo. 13-88-157-CV
StatusPublished
Cited by3 cases

This text of 767 S.W.2d 898 (Church v. Rodriguez) 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
Church v. Rodriguez, 767 S.W.2d 898, 1989 Tex. App. LEXIS 544, 1989 WL 22596 (Tex. Ct. App. 1989).

Opinion

OPINION

NYE, Chief Justice.

Appellant, Rosa De Saron Church (Church), filed suit to set aside a foreclosure sale of real property and to recover damages from appellee for alleged structural defects of a church building situated on the property. Appellee, Emilio Rodriguez, counterclaimed to recover a deficiency judgment for taxes that were delinquent at the time of the foreclosure sale. After a bench trial, the court denied Church’s claims and ordered that it take nothing and that Emilio Rodriguez recover $10,678.75 plus attorney fees. By eight points of error, appellant complains of legal and factual insufficiency to support the trial court’s judgment.

Rosa de Saron Church purchased a lot with a church situated on it from Emilio Rodriguez in 1981. The property was sold “as is.” Church made a partial cash payment and executed a promissory note to Rodriguez for the remaining amount due. The promissory note was secured by a deed of trust.

In March 1983, a wind storm hit the San Benito area where the church was located. Subsequent to the storm, it was noticed that the structure was damaged in that it had a sagging roof and deflecting walls. Church presented a claim to its insurance company; however, the coveragé was denied on the basis that a structural defect (improperly designed trusses) caused the damage to the structure.

In April 1987, Rodriguez advised Church of his intent to accelerate the maturity of the note for failure to make payments. Notice of the trustee’s sale and acceleration of the note was also sent. A temporary restraining order was issued, but it was later dissolved and application for a temporary injunction was denied. At the trustee’s sale held on June 2, 1987, Rodriguez purchased the property for $18,-623.35.

Church contends the evidence was legally and factually insufficient to support the trial court’s following findings of fact:

3. Said improvements to the real property were sound and fit for the purposes for which plaintiff intended to use them.
4. The building was constructed in accordance with plans and specifications which were designed by a registered professional engineer.
5. The trusses for the roof were sufficient to support the roof structure as originally designed.
6. Any damages to the roof, walls, or interior or exterior of the building were either by a severe windstorm, a hurricane, or ordinary wear-and-tear between the time of the construction of the building and the time of the trial of this case. Plaintiff did not establish the cause of such damages.

In determining a “no evidence” point, we are to consider only the evidence and inferences which tend to support the finding and disregard all evidence and inferences to the contrary. Larson v. Cook Consultants, Inc., 690 S.W.2d 567, 568 (Tex.1985); International Armament Corp. v. King, 686 S.W.2d 595, 597 (Tex.1985); In Re King’s Estate, 150 Tex. 662, 244 S.W.2d 660, 661-62 (1951). If there is any evidence of probative force to support the finding, the point must be overruled and the finding upheld. In Re King’s Estate, 244 S.W.2d at 661, 662.

[900]*900An assertion that the evidence is “insufficient” to support a finding can mean that the evidence supporting the finding is so weak or that the evidence to the contrary is so overwhelming that we should set aside the finding and order a new trial. Garza v. Alviar, 395 S.W.2d 821, 823 (Tex.1965). We consider all of the evidence in making this determination. Lofton v. Texas Brine Corp., 720 S.W.2d 804, 805 (Tex.1986).

Emilio Rodriguez testified that he built the church in 1978 and that there had been no problems with the building before a high wind storm struck the San Benito area. He testified that after a very high wind storm in March 1983, there was damage to the building which affected the wood and metal in the beams. This caused the roof to come down and the outer walls to part. It was his opinion that only the storm could have caused the damage to the building.

Rodriguez testified that an engineer, De La Rosa, designed the building. Rodriguez said that all the boards had gusset plates and that his supports were in compliance with the plans received from the engineer. He also testified that the city inspector of San Benito inspected his plans and gave him permission to construct.

John Adams, the building inspector and zoning administrator for the City of San Benito at the time the building was constructed testified that regular inspections (about 10-16 inspections) were conducted during the construction of the church. He said he personally made one or two inspections of the structure. On one occasion, he advised Rodriguez to make some modifications in the construction by putting supports in a particular area. Adams said Rodriguez complied with his instructions and thereafter the structure passed inspection. Adams testified that the trusses in the building were required to be designed by an engineer. It was his opinion that when a roof starts coming down and the walls start parting in a building the size of the church, the only cause he could contribute it to would be that the bars are not placed in the foundation and given proper support. However, he said that a big wind storm can cause damages and there is no way to tell which damages are caused by the storm and which from the rebar.

Ricardo Rodriguez, the pastor with the church, said when he observed the church, in 1980 or 1981, he looked at everything and he did not see any damage. He said when the building was purchased it was a good sound structure. The pastor said that in March 1983, a storm hit the structure and caused a three to four foot crack in the ceiling, as well as cracks in the walls and windows. He said no one made repairs or modifications on the building from the time it was purchased until June 1987, but the building continued to be used from 1983 through 1987 as a church.

Johnny Villarreal, a' building contractor, testified that he observed the building five years ago. He said it was in poor condition —with a gap on the crown of the ceilings and sagging or bowing walls. It was his opinion that the structure was irreparable. He said it would be difficult to discern after a storm which damages were caused by the storm and which damages were caused by a construction defect.

Gilbert Hernandez, an instructor of building technology and owner of a construction service, inspected the church in November 1986. He found the walls were out of “plumb,” that there were wall stress cracks, a sagging roof, cracked window glass, and that in many locations the trusses were missing “gusset plate connectors.” He testified that even without the storm the damages would have eventually occurred, but that the winds “helped it along.” He said the building would not be in the condition it was in if the trusses had been properly designed. When asked to specify if the damages were caused by contractor defect, design defect or a storm, he answered, “The only thing I can say is that the physical make up of the trusses are very poor.

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Cite This Page — Counsel Stack

Bluebook (online)
767 S.W.2d 898, 1989 Tex. App. LEXIS 544, 1989 WL 22596, Counsel Stack Legal Research, https://law.counselstack.com/opinion/church-v-rodriguez-texapp-1989.