Maryhill Museum of Fine Arts v. Emil's Concrete Construction Co.

751 P.2d 866, 50 Wash. App. 895
CourtCourt of Appeals of Washington
DecidedMarch 29, 1988
Docket8523-6-III
StatusPublished
Cited by17 cases

This text of 751 P.2d 866 (Maryhill Museum of Fine Arts v. Emil's Concrete Construction Co.) 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
Maryhill Museum of Fine Arts v. Emil's Concrete Construction Co., 751 P.2d 866, 50 Wash. App. 895 (Wash. Ct. App. 1988).

Opinion

Munson, J.

Maryhill Museum of Fine Arts was awarded a judgment against Allen-McMath-Hawkins (architects) and Emil's Concrete Construction Company (Emil) jointly and severally. The museum appeals the court's award of *897 damages contending: (1) the damages should have been measured as of the time of the trial rather than the date the construction was completed and, alternatively, (2) prejudgment interest should have been awarded. Emil cross-appeals contending: (1) there was insufficient evidence of its negligence and failure to construct in a workmanlike manner, (2) there was insufficient evidence that it proximately caused the damage to the building, (3) the trial court erred in reducing the amount of the stipulated retainage, and (4) prejudgment interest should have been awarded on the retainage. The architects do not cross-appeal, but respond to the museum's and Emil's contentions. We affirm all issues except computation of damages; we remand for further findings as to damages.

Maryhill Museum of Fine Arts, a nonprofit Washington corporation, owns a historic building which it uses as a museum. Beginning in the 1970's, rain and melted snow began leaking into areas beneath the approach ramps and decks on the east and west wings of the main museum building.

In 1974, the museum retained the architects to reconstruct the ramps and decks to prevent water from leaking and to restore them to their original condition. The architects completed plans for the project in 1976; they decided to use bomanite, a brick-red concrete product, to cover the surface of the ramps. The museum accepted a bid from Emil, the exclusive dealer or franchisee of bomanite in our state.

Work commenced on the west ramp and deck by early fall of 1976. The existing covering and its underlying membrane were removed, exposing an uneven, rough and cracked concrete slab. Emil applied asphalt to the slab; placed a double layer of fiberglass membrane, designed by the architects, onto the asphalt; and then top mopped the membrane with asphalt.

Emil proposed laying 1 to 2 inches of sand on the membrane, instead of flex board pursuant to the architects' plans. The purpose of laying flex board was to protect the *898 membrane during construction. The architects submitted the change to the museum which approved it. The architects wrote to Emil approving the change. Emil also placed plywood on a portion of the membrane to protect it from power buggies weighing approximately 1 ton used during the construction.

Emil stopped construction on the west ramp until the spring of 1977. In the interim, a stucco contractor, hired independently of Emil to work on the adjoining walls and rails, placed a reglet in the building so that flashings could be installed. The stucco contractor applied an L-shaped copper flashing which ran down the inside of the adjoining walls and rested on the membrane. The stucco contractor's workers worked over the membrane. Emil mopped over a portion of the flashing resting on the membrane by a 12-inch wide layer of fiberglass and covered it with 1 or 2 inches of sand.

Before the work began, a subcontractor hired by Emil to apply the membrane complained to the architects about the sequence of the work. He expressed concern that the stucco work over the membrane could damage it; he met with Frank Allen of the architects, Emil Bulyca, owner of Emil, and the stucco contractor. No change in the sequence of the work was made. It was disputed whether this was a joint decision or a decision by Mr. Allen. Emil's workers also worked over the membrane.

In the spring of 1977, the subcontractor patched the west ramp where breaks in the membrane had become apparent. Emil poured the bomanite and completed the west ramp and deck. In the spring or summer of 1977, work commenced on the east ramp and deck. The sequence of the work was the same as for the west ramp and deck. The east ramp, however, was not left exposed over the winter. After the work was completed, water continued to leak into the building.

At the trial in January 1986, while witnesses testified to several possible causes for the leaking, none of them could identify for certain a particular cause.

*899 The court issued two memorandum opinions. On March 11, 1986, it found the leaking was due to breaks in the membrane. The breaks were "probably" caused by a combination of three things: (1) the copper flashings on the outside walls of the ramps and decks had a different coefficient of expansion than the ramps and decks, causing the membrane to break away from the flashings; (2) the membrane was attached to the underlying cement slab without consideration for expansion and contraction of the slab, causing breaks in the membrane; and (3) both Emil's and the stucco contractor's workers worked on and walked over the membrane causing breaks in it. The court concluded the design of the covering of the ramps and decks was defective and the architects were liable for breach of warranty in that they expressly or impliedly warranted the design would stop the leakage. As to Emil's liability, the court stated: "There is evidence that the Defendant contractor was negligent in the lack of care taken to maintain the integrity of the membrane but the Court cannot conclude the extent, if any, that negligence caused the leaks." The court then concluded it "does believe the contractor was negligent but further concludes that his negligence is not a proximate cause of the damage. If it contributed at all, it is de minimis.”

The court also explained Emil could not be liable for suggesting a change from flex board to sand because it was not a defect in design. Finding the museum to be unique and, thus, without a market value, the court determined the damages owed by the architects consisted of the cost to repair, including undoing what was done, even though it exceeded the original cost. The court then applied a multiplier of 1.71 to the damages, based on the testimony of one of the architects as to the increase in building costs from 1977 to the time of trial in 1986. It awarded Emil a judgment for the retainage in the stipulated amount.

On June 24, 1986, following the architects' motion for reconsideration, the court issued its second opinion, modifying the first. The court held the architects and Emil were *900 jointly and severally liable because they both impliedly warranted the resolution of the water leak. The court also found them concurrently liable because each breached a separate duty: the architects negligently designed a waterproof covering; Emil failed to build an impervious cover in a workmanlike manner. The court also held the application of the 1.71 multiplier was error because it would be the same as adding prejudgment interest and found the damages were $60,678.

On July 7, the museum moved the court to reconsider its second memorandum opinion and to reopen to admit additional evidence on damages. The court reopened and permitted discovery to ascertain the exact cost of the contract and the amount of Emil's retainage withheld by the museum.

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Bluebook (online)
751 P.2d 866, 50 Wash. App. 895, Counsel Stack Legal Research, https://law.counselstack.com/opinion/maryhill-museum-of-fine-arts-v-emils-concrete-construction-co-washctapp-1988.