Krupar, J.M. Construction Company, Inc. v. Wade R. Rosenberg

CourtCourt of Appeals of Texas
DecidedMay 23, 2002
Docket01-00-00450-CV
StatusPublished

This text of Krupar, J.M. Construction Company, Inc. v. Wade R. Rosenberg (Krupar, J.M. Construction Company, Inc. v. Wade R. Rosenberg) 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
Krupar, J.M. Construction Company, Inc. v. Wade R. Rosenberg, (Tex. Ct. App. 2002).

Opinion



In The

Court of Appeals

For The

First District of Texas

____________

NO. 01-00-00450-CV



J.M. KRUPAR CONSTRUCTION CO., INC. A/K/A JMK CONSTRUCTION, Appellant



V.



DR. WADE R. ROSENBERG AND ABERCROMBIE BUILDERS, INC., Appellees



* * * *



DR. WADE R. ROSENBERG, Appellant





J.M. KRUPAR CONSTRUCTION CO., INC. A/K/A JMK CONSTRUCTION AND ABERCROMBIE BUILDERS, INC., Appellees





ABERCROMBIE BUILDERS, INC., Appellant





DR. WADE R. ROSENBERG, Appellee



On Appeal from the 151st District Court

Harris County, Texas

Trial Court Cause No. 96-37132



O P I N I O N

Plaintiff, Dr. Wade R. Rosenberg, sued defendant Abercrombie Builders, Inc. for violations of the Texas Residential Construction Liability Act (1) and the Texas Deceptive Trade Practices-Consumer Protection Act (DTPA) (2) for damages allegedly resulting from the faulty design and construction of Rosenberg's home. Abercrombie Builders filed a separate suit against defendant J.M. Krupar Construction Co., Inc. (JMK), which built the foundation, and others who were involved in the design and landscaping of the home. Rosenberg intervened in Abercrombie Builders' lawsuit and non-suited the defendants in the first lawsuit. The trial judge realigned the parties, making Rosenberg the plaintiff and all other parties defendants. A jury found in favor of Rosenberg on his claims against Abercrombie Builders and JMK and in favor of Abercrombie Builders on its claims against JMK. The trial court rendered judgment on the verdict, except for the jury findings of mental anguish in favor of Rosenberg, which the court disregarded, and awarded an additional $1,100,000 to Abercrombie Builders against JMK. (3) The judgment also dismissed all claims against five defendants who are not parties to this appeal. JMK appeals the judgment, Rosenberg appeals the trial court's ruling on mental anguish and the calculation of prejudgment interest, and Abercrombie Builders appeals the jury's allocation of 40 percent of the responsibility for Rosenberg's damages to Abercrombie Builders' negligence. We reverse the judgment and render judgment that Rosenberg and Abercrombie Builders take-nothing by their suit against JMK.

BACKGROUND

Abercrombie Builders was the general contractor for the construction of a home for Rosenberg. Abercrombie Builders subcontracted with JMK to build the foundation, according to specifications set forth by an engineering firm. These specifications included a two-foot deep foundation pad of select fill, an inactive soil, to stabilize the foundation. The foundation was completed in August 1990, and the home was completed in 1991.

In the fall of 1992, Rosenberg noticed a crack in an exterior wall and another on an interior wall of the house. In response to his call, the architect and builder inspected the cracks and said they were caused by normal settling. Thinking he should get another opinion, Rosenberg hired Wilson Wan, an independent engineer, in February 1993 to inspect the house. Wan provided Rosenberg with a written report detailing various cracks and separations, and Wan recommended (1) checking for leaks in the storm drain and downspout connections, (2) checking for surface runoff ponding at the corner of the house, and (3) coring through the garage slab to determine whether the select fill was properly prepared and compacted. Rosenberg followed the first two recommendations, but did not follow the third. In May 1993, an agent for Rosenberg used the Wan report to challenge the Harris County Appraisal District's tax appraisal of the house. The agent testified before the appraisal board that the house had foundation problems, and he used the Wan report and photographs showing damage to the house to support the challenge. The board reduced the appraisal by $41,200.

At some point, Rosenberg had the cracks repaired, but, by the fall of 1993, they had returned, were larger, and appeared in other places. Alarmed, Rosenberg called Richard Peverley of Peverley Engineering Incorporated, who determined that the east side of the house was three inches higher that the west side and informed Rosenberg that the house had foundation problems. The Peverley report stated:

Because the deflections that have occurred in this foundation are in excess of accepted design criteria, it is our opinion that it has failed to perform the function for which intended and is in need of immediate repair.



Before any foundation repair work can be done or foundation plans and specifications created, it is essential that soils and concrete testing be conducted by an independent laboratory for the express purpose of determining if the residential building was constructed in conformance with the plans. The following is recommended. A minimum of three (3) concrete cores should be extracted from the foundation and tested in accordance with ASTM C-42. . . . In addition, soil samples should be extracted through the core holes and the soil under the foundation examined for type, foreign material, and bedding sand.



. . . .



The foundation of this residence was observed to have incurred deflections which caused a severe amount of damage to other structural components. . . . First the foundation does indeed slope in a downward direction from the front wall toward the center of the foundation and toward the West wall in the master bedroom area. The foundation also has an upward slope toward the utility room and toward the garage. Second, the degree of slope is extremely severe . . . . Foundation-induced damage observed included cracks on exterior brick veneer, wide separations between brick veneer and window frames, separations of upper facia board, cracks on interior sheetrock walls, separations between molding and sheetrock, door frames which had been distorted to be out-of-square, and floors that were in an obvious sloping condition. . . .





When deflections occur in a residential foundation that are sufficient to damage other structural components, one can conclude that the foundation has failed to perform the function for which intended.





. . . .

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Krupar, J.M. Construction Company, Inc. v. Wade R. Rosenberg, Counsel Stack Legal Research, https://law.counselstack.com/opinion/krupar-jm-construction-company-inc-v-wade-r-rosenb-texapp-2002.