Mill Creek Construction, Inc., Appellant/cross-respondent V. Gary Weldon, Respondent/cross-appellant

CourtCourt of Appeals of Washington
DecidedNovember 15, 2022
Docket55658-8
StatusUnpublished

This text of Mill Creek Construction, Inc., Appellant/cross-respondent V. Gary Weldon, Respondent/cross-appellant (Mill Creek Construction, Inc., Appellant/cross-respondent V. Gary Weldon, Respondent/cross-appellant) 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
Mill Creek Construction, Inc., Appellant/cross-respondent V. Gary Weldon, Respondent/cross-appellant, (Wash. Ct. App. 2022).

Opinion

Filed Washington State Court of Appeals Division Two

November 15, 2022 IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON

DIVISION II MILL CREEK CONSTRUCTION, INC, No. 55658-8-II a Washington Corporation, (consolidated with No. 56118-2-II)

Appellant/Cross-Respondent,

v.

GARY L. WELDON,

Respondent/Cross-Appellant.

GARY L. WELDON, UNPUBLISHED OPINION

Respondent/Cross-Appellant,

JAMES SCHOUTEN and JANE DOE SCHOUTEN, husband and wife,

TRAVELERS CASUALTY AND SURETY COMPANY, a Connecticut corporation,

Third Party Defendant.

GLASGOW, C.J.—Gary Weldon hired Mill Creek Construction Inc. to build a house. After

several disputes about the quality of the construction, Weldon terminated the contract and stopped

making payments. Mill Creek filed a construction lien, sued Weldon for his failure to pay the

amount due under the contract, and sought foreclosure of the lien. Weldon counterclaimed for

offset damages to repair and complete Mill Creek’s defective work. No. 55658-8-II

After a bench trial, the trial court found that Mill Creek breached the contract by defectively

constructing or failing to construct several parts of the house, but the trial court also found that

Mill Creek’s breach of the contract was not material. The trial court concluded that Weldon also

breached the contract by terminating Mill Creek without a sufficient basis.

The trial court awarded Mill Creek approximately $105,000 in damages and awarded

Weldon approximately $113,000 in offset damages, with a net judgment for Weldon of about

$8,000. The trial court ruled that no party substantively prevailed and denied Mill Creek’s request

to foreclose the lien. The trial court awarded Weldon limited attorney fees under chapter 4.84

RCW but declined to award him full attorney fees under the contract.

On appeal, Mill Creek argues the trial court erred by excluding one of Mill Creek’s expert

witnesses. It also contends the trial court erred by finding that Mill Creek failed to install footing

drains and defectively installed a sill plate, by not enforcing a right to repair provision in the

contract, and by denying foreclosure on the lien. Finally, it asserts that the trial court erred by

awarding Weldon attorney fees.

Weldon cross appeals, arguing the trial court erred by finding that Mill Creek’s breach of

the contract was not material. Both parties insist that the trial court erred by concluding that no

party substantially prevailed and denying their requests for full attorney fees. Both parties seek

attorney fees on appeal.

We hold that the trial court did not abuse its discretion by excluding the expert witness.

Substantial evidence supported the findings that Mill Creek failed to install footing drains and

defectively installed sill plates. The trial court also properly denied foreclosure of Mill Creek’s

lien.

2 No. 55658-8-II

Weldon did not assert the affirmative defense that Mill Creek materially breached the

contract, but the parties presented evidence relevant to materiality and argued about materiality in

closing, thereby trying the issue by consent. The trial court committed an error of law by not

applying the material breach factors to determine whether Mill Creek materially breached the

contract. We remand for the trial court to apply the materiality factors to the facts it has already

found, the credibility determinations it has already made, and the evidence presented at trial. The

trial court should then reevaluate whether Weldon substantially prevails and is entitled to full

attorney fees. If the trial court determines that Weldon is a substantially prevailing party after

remand, then he shall be entitled to his appellate attorney fees. We conclude that the trial court did

not err when it declined to award Mill Creek attorney fees below. We otherwise affirm.

FACTS

A. Background

Weldon hired Mill Creek to build a house in Jefferson County. Both parties signed a

contract stating that Mill Creek would construct the house for approximately $614,000.1 The

contract incorporated “one custom-designed plan” from an architecture firm. Verbatim Report of

Proceedings (VRP) (Aug. 3, 2020) at 25. The contract included a provision stating, “Mill Creek. .

. retains the exclusive right to repair any defect.” Clerk’s Papers (CP) at 52.

The site of Weldon’s house was on a steep hillside, and the ground was “excessively wet.”

VRP (Aug. 3, 2020) at 25. The contract stated that Mill Creek would construct footing drains and

curtain drains. Footing drains are set directly next to the base of a building’s foundation to drain

1 Weldon argued below that this document was merely a proposal and no contract was formed, but the trial court disagreed and Weldon does not revive that argument on appeal.

3 No. 55658-8-II

water away from the walls of the building. Curtain drains are set some distance away from and

below the foundation to drain water from the surrounding area.

The building plans for the house included specifications for the pony wall and sill plate,

which meet perpendicularly to anchor the weight of the house on the foundation. An improperly

anchored sill plate and pony wall can cause a house to slide off its foundation during a seismic

event. The plans called for either a single 2 x 6 foot beam or two 2 x 4 foot beams in the pony wall

to support the weight of the house. The plans did not specify what size beam to use for the sill

plate. Mill Creek constructed the pony wall with 2 x 6 beams, with a 2 x 4 beam underneath a 2 x

6 beam for the sill plate. The 2 x 6 beam was not centered over the 2 x 4 beam, so the top beam

hung out over the 2 x 4 on one side.

Mill Creek deviated from the building plans without Weldon’s approval or knowledge

several times. During the construction process, Weldon asked Mill Creek to correct several pieces

of defective work that Mill Creek either explained away or refused to repair.

Inspectors from Jefferson County approved various aspects of the construction, including

the footing drains, before issuing a certificate of occupancy. The county later issued a correction

notice requesting a letter from an engineer “for bearing points where 2 x 4 sill plates support 2 x 6

walls above.” Ex. 16. One of the architects who drafted the plans wrote a letter stating, “[W]e have

been informed that a 2x4 sill plate has been used with 2x6 [] wall framing . . . . With the 2x6

bottom plate, we find this to be ok.” Ex. 11. No architect from the firm ever visited the site. The

county did not request any further information about the bearing capacity of the sill plate.

Weldon terminated the contract with Mill Creek in fall 2018, before the house was

completed. In his e-mail, Weldon did not inform Mill Creek of any specific basis why he was

4 No. 55658-8-II

terminating the contract. James Schouten, Mill Creek’s president, sent Weldon a letter stating, “I

wish you would share with me what you feel is necessitating this [termination] other than just

repeating to me to ‘talk to my lawyer.’” Ex. 30. Weldon had made several payments but Mill Creek

sent him a final payment request for materials delivered and labor performed, which totaled about

$105,000. Weldon did not pay the bill.

In November 2018, Mill Creek filed a construction lien under chapter 60.04 RCW. In late

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