Levy v. Schnabel Foundation Co.

584 A.2d 1251, 1991 D.C. App. LEXIS 11, 1991 WL 1629
CourtDistrict of Columbia Court of Appeals
DecidedJanuary 11, 1991
Docket89-1002
StatusPublished
Cited by32 cases

This text of 584 A.2d 1251 (Levy v. Schnabel Foundation Co.) is published on Counsel Stack Legal Research, covering District of Columbia Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Levy v. Schnabel Foundation Co., 584 A.2d 1251, 1991 D.C. App. LEXIS 11, 1991 WL 1629 (D.C. 1991).

Opinion

SCHWELB, Associate Judge:

This is an appeal by Paul N. Levy, Gale R. Levy and Franklin Park Liquor, Inc. (the Levys) from an order of the trial court setting aside a jury verdict in their favor in the amount of $400,000 and granting the motion of appellee Schnabel Foundation Company (Schnabel) for judgment notwithstanding the verdict. The Levys contend that the evidence that Schnabel negligently caused damage to their building was sufficient to support the jury’s verdict. Although we view the case as a close one, and the proof of the standard of care as rather unorthodox, we agree with the Lev-ys, reverse the judgment n.o.v. in Schnabel’s favor, and remand for further proceedings.

I

THE TRIAL COURT PROCEEDINGS

The evidence at trial established that the Levys own and occupy a four-story building (the “Levy building”) at 940 14th Street, N.W. in Washington, D.C. At the time when this controversy arose, Ambassador Associates (Ambassador) was developing property at 1400 K Street, N.W., adjacent to the Levy Building. Ambassador engaged Omni Construction Co. (“Omni”) as its prime contractor to construct a twelve-story office building at the K Street site. Omni subcontracted with Schnabel to perform sheeting, shoring and underpinning to protect adjacent properties.

The 1400 K Street project required the excavation of a forty-foot hole for a three-level parking garage which was to be built below street level. The earth around the entire perimeter of the construction site had to be held back to protect the adjacent streets from caving in and to protect the adjoining buildings, including the Levy building, from moving. This earth retention process is known as “sheeting, shoring and underpinning.” Sheeting and shoring supports the exposed sides of the excavation. Underpinning is the support and stabilization of adjacent buildings from below.

During the course of construction, the Levy building moved both vertically and laterally. Omni notified Schnabel that it had detected movement in the vicinity of the underpinning operation. In response, Schnabel installed tie rods in the basement of the Levy building to attempt to hold the building walls together. The Levy building “racked” (twisted), however, and cracks appeared in both the exterior and interior walls. The columns of the building moved, windows cracked, and doors would not close. There was testimony that movement continued to the time of trial.

As a result of these events, the Levys brought an action against Schnabel and several other defendants. 1 They alleged in their complaint that their building was damaged because Schnabel Foundation Company had negligently failed to design and build an adequate sheeting, shoring and underpinning system during the excavation of the adjoining property. Schnabel *1253 denied negligence and, in March 1989, the case came on for a jury trial in the Superior Court.

At trial, the Levys offered the testimony of Carl C. Hansen, who was qualified as an expert witness in the area of structural engineering. During the course of his testimony, Mr. Hansen reviewed a soils report prepared by Schnabel Engineering Associates (SEA), an engineering company, 2 which recommended a system of sheeting, shoring and underpinning for support of the Levy building which was materially different from the system which the defendant Schnabel Foundation Company actually used. It was Mr. Hansen’s opinion that if Schnabel had used “bracket piles,” as SEA had recommended, this would have provided insurance against the movement which damaged the Levys’ property. Mr. Hansen stated that “specifically concerning the underpinning of the Levy building, I do not understand why [Schnabel] ignored two of the main recommendations of [SEA].” He later added that this question “has never been satisfactorily answered to me.”

Mr. Hansen also testified that the standard of care applicable to contractors engaged in sheeting, shoring and underpinning is “to take all the steps necessary to prevent any movement that’s going to cause damage.” 3 It was his opinion that Schnabel’s failure to take the steps recommended by SEA caused the movement and damage to the Levy Building, and that Schnabel’s work fell below the standard of care in the industry.

Schnabel’s construction manager on the 1400 K Street project, Phillip K. DiPirro, was qualified as an expert witness in the area of sheeting, shoring and underpinning. He testified on behalf of Schnabel. 4 On cross-examination, Mr. DiPirro was questioned regarding two sections of the District of Columbia Building Code on which the Levys rely to support their claims of negligence. These two provisions read in pertinent part as follows:

12 DCMR § 1304.2 (1986)
All excavations shall be protected by sheet piling or adequate shores in accordance with the requirements of the Minimum Wage and Industrial Safety Board’s Construction Safety Standards, effective on or after August 1, 1968, so that the sides shall not cave in and so that adjoining buildings and property shall not be damaged....
12 DCMR § 1306.1 (1986)
... Every portion of every structure in process of construction, alteration, repair, or removal, and all neighboring property and structures or any portion thereof affected by such process or by an excavation, shall be sufficiently supported and protected by the building owner performing such operation; and all necessary precautions for protection of life and limb shall be taken by said building owner and his agents who shall restore the adjoining property and structures removed or damaged by him or them to as good condition as they were immediately prior to his or their operation.

Mr. DiPirro acknowledged that the Building Code sections quoted above were in effect at the time Schnabel performed the sheeting, shoring and underpinning work, and that they established a standard of care for Schnabel’s work. He explicitly agreed on several occasions that the standard of care for designing and implementing sheeting, shoring and underpinning is to provide a system so that adjoining property, like plaintiffs’ building, would not be *1254 damaged. 5 He also stated that Schnabel was among those responsible under Section 1306.1 for providing support to prevent settlement of adjoining buildings.

At the conclusion of trial, the judge instructed the jury with regard to the standard of care for a reasonable sheeting, shoring and underpinning contractor. He stated, among other things, that a violation of Sections 1304.2 and 1306.1 which caused plaintiffs’ injury would be evidence of negligence which could properly be considered by the jury. In instructing the jury with regard to Section 1304.2, however, the judge omitted the phrase “in accordance with the requirements of the Minimum Wage and Industrial Safety Board’s Construction Safety Standards.” The section, as the jury heard it, read as follows:

All excavations shall be protected by sheet piling or adequate shores ...

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Bluebook (online)
584 A.2d 1251, 1991 D.C. App. LEXIS 11, 1991 WL 1629, Counsel Stack Legal Research, https://law.counselstack.com/opinion/levy-v-schnabel-foundation-co-dc-1991.