Yantzi v. Norton

927 S.W.2d 427, 1996 Mo. App. LEXIS 1030, 1996 WL 329921
CourtMissouri Court of Appeals
DecidedJune 18, 1996
DocketNo. WD 51380
StatusPublished
Cited by5 cases

This text of 927 S.W.2d 427 (Yantzi v. Norton) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Yantzi v. Norton, 927 S.W.2d 427, 1996 Mo. App. LEXIS 1030, 1996 WL 329921 (Mo. Ct. App. 1996).

Opinion

LAURA DENVIR STITH, Judge.

Plaintiffs allege that Defendant was negligent in attempting to repair the foundation of their home. In support of their claim, they presented the testimony of two persons who were experts in the field of foundation inspection and evaluation. The jury returned a verdict of $75,000 for Plaintiffs. The trial court granted judgment notwithstanding the verdict to Defendant on the basis that, because he was a professional engineer, only another professional engineer was qualified to testify as to the competence of his advice. As neither of Plaintiffs’ experts were professional engineers, the trial court found Plaintiffs had failed to make a submissible case.

We reverse and remand for reinstatement of the jury verdict. Where, as here, Defendant held himself out as an expert in the field of foundation inspection and evaluation, the relevant issue was whether Defendant met the standard of care required of those engaged in foundation inspection and evaluation. Plaintiffs’ two experts were experts in the field of foundation inspection and evaluation, and properly were permitted to offer expert testimony on that issue.

I. FACTUAL AND PROCEDURAL BACKGROUND

From 1977 to 1992, Plaintiffs Jerry and Beverly Yantzi owned a home on West 114th Terrace in Kansas City, Missouri. In the Spring of 1988, the Yantzis began to notice cracks in the basement walls and ceiling of their home. As more cracks appeared, the Yantzis consulted with several foundation repair companies. In the Spring of 1989, Brian Dahlquist of Bedrock Foundation Repair, and two other foundation repair companies, recommended that the Yantzis install steel piers in their basement to correct problems caused by settling of the foundation.

Defendant Willard S. Norton, a majority owner and chairman of Norton & Schmidt Consulting Engineers, Inc., also inspected the Yantzi home in March 1989. Mr. Norton claimed to be an expert in the field of foundation evaluation and repair. He told the Yantzis that he “wrote papers, gave speeches, and was recognized for what he did.” Mr. Norton submitted to the Yantzis a written analysis of the foundation problem which bore a seal showing him to be a professional engineer licensed in Kansas.

In the analysis, Mr. Norton concluded that there were “two different problems: settlement at the shallow garage foundation and heaving at the basement floor slab.” He stated that “both of these are easily corrected by tried and tested procedures,” including control of soil expansion and cutting of certain steel columns and walls. He said that the installation of piers in the basement, as recommended by the other foundation repair companies, would be “useless.” Mr. Norton also claimed that the other companies were just out to make a lot of money and that his plan would fix the problem.

The Yantzis testified that, based upon Mr. Norton’s representations, they accepted Mr. Norton’s plan to repair their basement. The Yantzis hired a contractor recommended by Mr. Norton to do the actual repair work in accordance with Mr. Norton’s specifications. However, by June of 1990, the foundation problems at the Yantzi home had further deteriorated. Mr. Norton concluded after further inspection of the home that additional heaving had taken place in the basement foundation. Upon his recommendation, the Yantzis cut the wall on the east side of the basement. When this procedure faded to correct the foundation problems, Mr. Norton suggested that the Yantzis cut more from the basement slab.

Unfortunately, Mr. Norton’s third attempt to repair the foundation also failed. Finally, in the spring of 1991, Mr. Norton suggested that the Yantzis actually cut the steel col[429]*429umns that held the main I-beam in their home.

The Yantzis at this point determined they would not be wise to continue to follow Mr. Norton’s advice. They instead contacted Dr. Paul Hilpman, an engineering geologist. There was testimony at trial that a person need not be a professional engineer in order to inspect and evaluate residential foundations and make recommendations for their repair. Dr. Hilpman inspected the Yantzi home in October 1991. After performing a series of tests, Dr. Hilpman determined that the problems in the Yantzi basement were due to settling, and were not due to heaving, as Mr. Norton claimed.

Acting upon Dr. Hilpman’s suggestions, the Yantzis hired Brian Dahlquist of Bedrock Foundation Repair to install piers in the basement to lift the foundation back up to near its original position. This corrected the problems caused by the settlement. If Mr. Dahlquist’s recommendation had been followed in 1989, rather than 1993, only 15 piers would have been required to fix the problems caused by settlement in the Yantzi basement, instead of the 34 piers required after following Mr. Norton’s advice.

The Yantzis filed the present action against Mr. Norton in April, 1993, alleging that in evaluating and attempting to repair their foundation, Mr. Norton “breached a duty to Plaintiffs to provide competent, accurate engineering and foundation advice based upon sound engineering and scientific principles.”

To establish the applicable standard of care, and Mr. Norton’s deviation from that standard, the Yantzis offered testimony from Dr. Hilpman as an expert on foundation evaluation and repair. They also offered the testimony of Mr. Dahlquist, who had evaluated and repaired foundations for over sixteen years, on the same issue. Mr. Norton’s attorney objected to Dr. Hilpman’s testimony on the grounds that Dr. Hilpman was not qualified to testify as to the standard of care he should have met as a professional engineer, and that only another professional engineer was qualified to render such an opinion. Mr. Norton did not object to Dr. Hilpman’s qualifications as an expert other than in the area of professional engineering.

The trial judge specifically held that Dr. Hilpman would not “be allowed to testify as to the standard of care of an engineer.” Accordingly, he testified only as to whether Mr. Norton met the standard of care of an expert in foundation inspection and analysis.

Upon completion of Dr. Hilpman’s testimony, defense counsel moved for a mistrial or to strike the testimony of Dr. Hilpman on the grounds that he was not qualified to testify as to the standard of care owed by Mr. Norton as a professional engineer. The trial court overruled this motion because Plaintiffs’ claim of negligence related to that of a foundation specialist, not an engineer.

Mr. Norton similarly objected to Mr. Dahlquist offering an opinion as to what an engineer should do in regal’d to foundation problems. Mr. Dahlquist’s testimony was accordingly limited to foundation evaluation and repair. Both Dr. Hilpman and Mr. Dahlquist testified that Mr. Norton did not meet the standard of care for foundation evaluation and repair. Mr. Norton presented the testimony of Donald Dressier, a consulting registered professional engineer, that he had met the standard of care a professional engineer should meet in inspecting foundations.

The jury instruction given on the applicable standard of care was that offered by Defendant, Mr. Norton. Based on MAI 11.06, it stated:

The term negligent or negligence as used in this instruction means that failure to use that degree of skill and learning ordinarily used under the same or similar circumstances by the members of the Defendant Willard S. Norton’s profession.

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927 S.W.2d 427, 1996 Mo. App. LEXIS 1030, 1996 WL 329921, Counsel Stack Legal Research, https://law.counselstack.com/opinion/yantzi-v-norton-moctapp-1996.