Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated, Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated

104 F.3d 359, 1996 U.S. App. LEXIS 38057
CourtCourt of Appeals for the Fourth Circuit
DecidedDecember 23, 1996
Docket96-1073
StatusUnpublished

This text of 104 F.3d 359 (Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated, Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated, Potter-Shackelford Construction Company, Incorporated v. Law Engineering, Incorporated, 104 F.3d 359, 1996 U.S. App. LEXIS 38057 (4th Cir. 1996).

Opinion

104 F.3d 359

NOTICE: Fourth Circuit Local Rule 36(c) states that citation of unpublished dispositions is disfavored except for establishing res judicata, estoppel, or the law of the case and requires service of copies of cited unpublished dispositions of the Fourth Circuit.
POTTER-SHACKELFORD CONSTRUCTION COMPANY, INCORPORATED,
Plaintiff-Appellee,
v.
LAW ENGINEERING, INCORPORATED, Defendant-Appellant.
POTTER-SHACKELFORD CONSTRUCTION COMPANY, INCORPORATED,
Plaintiff-Appellant,
v.
LAW ENGINEERING, INCORPORATED, Defendant-Appellee.

Nos. 96-1073, 96-1112.

United States Court of Appeals, Fourth Circuit.

Argued Oct. 29, 1996.
Decided Dec. 23, 1996.

Appeals from the United States District Court for the District of South Carolina, at Greenville. Henry M. Herlong, Jr., District Judge. (CA-95-116-6-20)

ARGUED: Robert O'Neal Fleming, Jr., SMITH & FLEMING, Atlanta, Georgia, for Appellant. Thomas H. Coker, Jr., HAYNSWORTH, MARION, MCKAY & GUERARD, L.L.P., Greenville, South Carolina, for Appellee. ON BRIEF: Boyd B. Nicholson, Jr., Cynthia Buck Brown, HAYNSWORTH, MARION, MCKAY & GUERARD, L.L.P., Greenville, South Carolina, for Appellee.

D.S.C.

REMANDED IN PART, AFFIRMED IN PART.

Before MURNAGHAN and MICHAEL, Circuit Judges, and DOUMAR, Senior United States District Judge for the Eastern District of Virginia, sitting by designation.

OPINION

PER CURIAM:

Potter-Shackelford Construction Co., Inc. ("Potter-Shackelford"), sued Law Engineering, Inc. ("Law") for breach of contract, negligence, professional negligence and negligent misrepresentation. The basis of Potter-Shackelford's claim was Law's alleged failure to provide adequate recommendations regarding the suitability of a concrete floor slab on a building, with which Potter-Shackelford was involved. Punitive damages also were sought. At the close of evidence Law made a motion for judgment as a matter of law as to punitive damages. The district court granted that motion. Thereafter, the jury returned a compensatory verdict in favor of Potter-Shackelford for $126,552.73. The district court denied Law's post-trial motion for judgment notwithstanding the verdict holding that the liability of limitation clause contained in the contract executed by the parties, which limited Law's liability to $50,000, did not apply to the claims raised by Potter-Shackelford against Law. Both Potter-Shackelford and Law have appealed.

I.

FACTS AND PROCEDURAL HISTORY

In 1988, Hart Corporation ("Hart"), a real estate development company, awarded Potter-Shackelford, a commercial general contractor, a contract to build a "shell" building for speculative sale. The inside of the building, to include a floor slab, was left unfinished in order to allow a potential buyer flexibility in using the building. Hart hired Law, an engineering company providing soils and construction material testing and related engineering services, to provide geotechnical engineering services in connection with the project. Before Potter-Shackelford did any work on the site, Law examined the existing site in order to make recommendations to Hart regarding, among other things, the type of soil fill material to be placed in the building's subgrade. Law made recommendations regarding the physical characteristics of the fill material, specifically including recommendations concerning the "liquid limits" of the soil fill and its maximum "plasticity index."1 Law recommended a maximum plasticity index of 15 for fill materials within the shell building.

In 1991, Hamilton Standard Company ("Hamilton"), a distributor based in Connecticut, purchased the shell building. Hamilton requested that Potter-Shackelford and other contractors submit bids to upfit the building to suit Hamilton's specific needs. These upfits included the construction of a concrete floor slab, offices, and other facilities. After receipt of the bids, Hamilton asked Potter-Shackelford to revise its proposal to provide assurances that the subgrade would properly support a concrete floor slab. Potter-Shackelford agreed to Hamilton's proposal, but conditioned its acceptance on Hamilton's agreeing to pay extra for the removal of unsuitable material found in the subgrade. Hamilton agreed to do so.

After reaching its agreement with Hamilton, Potter-Shackelford contacted Law to provide engineering services in connection with the construction of a concrete floor slab in the building. On January 2, 1992, Art Baiden of Potter-Shackelford spoke with Michael Parker, an engineer with Law. Baiden and Parker agreed to meet at the building site on January 7, 1992. No work order was executed before the meeting.

At the site, Baiden, bearing in mind Hamilton's obligation to pay for unsuitable material found in the subgrade, asked Parker what needed to be done to make the existing subgrade suitable to support the proposed concrete floor slab. At that time, Parker recommended that the subgrade be reconditioned by evacuating the upper one to two feet of soil, adding moisture, and then replacing and compacting the soil. Parker also recommended that plateload testing be performed in three areas, to make sure that the reconditioned soil would have adequate strength to support the proposed concrete floor slab. Parker did not recommend any further testing of the soil, nor did he discuss with Baiden the existence of plastic soils within the subgrade.2 Based on Parker's recommendation, Baiden authorized Law to perform the plateload testing.

After the meeting, Parker returned to his office and prepared a written proposal, under which Law would conduct field density testing during preparation of test areas, to conduct plateload tests, and to report the results. The proposal clearly related to two parts of a single obligation recommendation and the work authorization for accomplishing it. Law's proposal was printed on a form titled "Work Authorization Sheet." That form stated: "The purpose of this sheet is to obtain your authorization for the work verbally requested and confirm the terms under which these services are provided as shown below and on back." On the back of the form are Law's standard "Term and Conditions," including the following provision:

PROFESSIONAL LIABILITY. Client agrees that Law Engineering's liability to Client or any third party due to any negligent professional acts, errors or omissions or breach of contract will be limited to an aggregate of $50,000 or our total fee, which ever is greater. If Client prefers to have higher limits of professional liability, we agree to increase the limit to a maximum of $1,000,000 upon Client's written request at the time of accepting our proposal, providing that Client agrees to pay an additional consideration of ten percent of our total fee, or $500, whichever is greater. The additional charge for the higher liability limit is because of the greater risk assumed by us and is not a charge for additional professional liability insurance.

After completion of the plateload testing,3 in February 1992, Law sent Potter-Shackelford a written report detailing the tests and making recommendations based on the test results.

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104 F.3d 359, 1996 U.S. App. LEXIS 38057, Counsel Stack Legal Research, https://law.counselstack.com/opinion/potter-shackelford-construction-company-incorporated-v-law-engineering-ca4-1996.