G.W. Construction Corp. v. Professional Service Industries, Inc.

853 P.2d 484, 70 Wash. App. 360, 1993 Wash. App. LEXIS 271
CourtCourt of Appeals of Washington
DecidedJune 21, 1993
Docket29934-4-I
StatusPublished
Cited by45 cases

This text of 853 P.2d 484 (G.W. Construction Corp. v. Professional Service Industries, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
G.W. Construction Corp. v. Professional Service Industries, Inc., 853 P.2d 484, 70 Wash. App. 360, 1993 Wash. App. LEXIS 271 (Wash. Ct. App. 1993).

Opinion

Baker, J.

Professional Service Industries (PSI) appeals a judgment based upon the trial court's determination that PSI breached its contract with G.W. Construction Corporation (G.W.). We hold that G.W.'s complaint sounded in tort, not contract, and the statute of limitations has therefore run. Accordingly, we reverse.

Facts

In 1984 Adolf Sanft began constructing a small warehouse/office building. He hired Hudson and Associates (Hudson) to design the building, prepare the structural plans and specifications and perform on-site inspections during construction. The plans included poured concrete panels which *362 would be tilted up to form the building's walls. Steel reinforcing bars (rebar) were to be placed within the panels no less that IV2 inches from the panels' outside surfaces and no less that three-fourths of an inch from the inside faces.

G.W. Construction was hired to fabricate and erect the tilt-up panels. G.W. hired PSI's predecessor entity to perform certified inspections to ensure the concrete castings complied with the plans and specifications. 1 The purchase order from G.W. to PSI states only that PSI is to "provide required rebar inspection and cylinder testing". The inspection standards are governed by the Uniform Building Code (UBC), which requires that a special inspector:

1. . . . observe the work assigned to be certain it conforms to the design drawings and specifications.
3.... submit a final signed report stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of this code.

UBC § 306(12)(c) (1982).

PSI inspected G.W.'s rebar placement. Its written report indicates the rebar was inspected in one-half of the panels, as requested, and "found all to be in accordance with approved drawings".

Following the first inspections and concrete pour, Sanft noticed some cracks in the drying wall panels. He asked G.W. about the cause of the cracking. G.W. in turn asked Hudson to look at them. Sanft told G.W. and the Hudson representative that he thought the rebar in the south wall was too close to the surface. G.W. employees then lowered the rebar in certain unpoured panels by standing on it and striking it with a sledgehammer.

The City of Tukwila inspected and approved the remaining panels, as per the requirements of the UBC. After Hudson's second visit and the City's second inspection, PSI inspected and approved the remaining panels. During trial, *363 neither PSI inspector was able to remember exactly what procedure was followed in their inspections. The total bill to G.W. for 2 days of PSI's professional services was $367.80.

About 1 month after the building was erected, Sanft again noticed gridlike horizontal and vertical cracks on the walls of the building. The "problems became apparent with the panels when they were lifted into place, including the panels on the west, north and east sides." In November 1984 Sanft met with a Hudson representative to perform a building inspection and to discuss discrepancies between the contract documents and the as-built condition. In a November 1984 letter, Hudson notified Sanft that it had been aware, since PSI's first inspection, that the rebar in panels 21 through 23 had only a three-fourths-inch clearance from the outside wall, rather that IV2 inches as specified by the plans.

In January 1985 GW. filed a lawsuit against Sanft because it had not been paid in full for its work. Sanft answered and counterclaimed that G.W. had breached its agreement by "failure to complete the construction ... in conformity with the ... plans [including]... failure to locate reinforcing bars as required within wall slabs".

Sanft hired a consulting engineer to inspect the building. In July 1987 the engineer made an initial inspection. He noticed the cracks in the walls, and testified that "we should not be seeing that cracking if it [the rebar] was in the center of the wall". In January 1988 with the use of a magnetic testing device called a pathometer, the engineer confirmed that the rebar in the north, east, and west walls had been misplaced. His final report stated this rebar was three-fourths of an inch from the outside face and IV2 inches from the interior face, exactly the reverse of what was required.

The trial court found for Sanft on its counterclaim. G.W. then brought this suit against PSI, alleging that PSI failed to detect the misplaced rebar. In the complaint, G.W. alleged both breach of contract and negligence.

PSI unsuccessfully moved for summary judgment, claiming that G.W.'s complaint sounded only in tort, not in con *364 tract, and the statute of limitations had expired. After further discovery, PSI renewed its summary judgment motion on the statute of limitations issue. Again, its motion was denied.

After a bench trial, the trial court found in favor of G.W. and entered findings of fact, conclusions of law and a judgment against PSI.

I

We first decide whether this action sounds in contract or in tort. Whether an action sounds in tort or in contract is determined from the pleadings and the evidence relied on. Thao v. Control Data Corp., 57 Wn. App. 802, 790 P.2d 1239 (1990). An action sounds in contract when the act complained of is a breach of a specific term of the contract, without reference to the legal duties imposed by law on that relationship. Yeager v. Dunnavan, 26 Wn.2d 559, 562, 174 P.2d 755 (1946).

In Yeager plaintiffs' child died of an allergic reaction to ether while undergoing surgery to correct a minor eye defect. The plaintiffs alleged breach of the physician's agreement to correct their child's eyesight without injury to her health, and general negligence. The court found that the contract was merely a prehminary matter which created a legal duty of reasonable care. It was the tortious breach of that duty, rather than the breach of a contract, which gave rise to the cause of action.

[W]here there is a contract for services which places the parties in such a relation to each other that, in attempting to perform the promised service, a duty imposed by law as a result of the contractual relationship between the parties is violated through an act which incidentally prevents the performance of the contract, then the gravamen of the action is a breach of the legal duty, and not of the contract itself[.]

(Italics omitted.) Yeager, 26 Wn.2d at 562 (citing Compton v. Evans, 200 Wash. 125, 93 P.2d 341 (1939)).

The plaintiff in Compton was a household servant who was injured while being transported by her employer between the employer's two residences.

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Bluebook (online)
853 P.2d 484, 70 Wash. App. 360, 1993 Wash. App. LEXIS 271, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gw-construction-corp-v-professional-service-industries-inc-washctapp-1993.