Feenix Parkside Llc v. Berkley North Pacific

438 P.3d 597
CourtCourt of Appeals of Washington
DecidedApril 8, 2019
Docket77303-8
StatusPublished
Cited by2 cases

This text of 438 P.3d 597 (Feenix Parkside Llc v. Berkley North Pacific) 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
Feenix Parkside Llc v. Berkley North Pacific, 438 P.3d 597 (Wash. Ct. App. 2019).

Opinion

IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON

FEENIX PARKSIDE LLC, No. 77303-8-1 Appellant, DIVISION ONE V. PUBLISHED OPINION BERKLEY NORTH PACIFIC and CONTINENTAL WESTERN INSURANCE COMPANY,

Respondents. FILED: April 8, 2019

APPELWICK, C.J. — The ceiling of a commercial building owned by Feenix partially collapsed. Feenix sought coverage under the insurance policy's coverage

for collapse due to decay, claiming the collapse was caused by a gradual decline

in strength, soundness. Berkley denied coverage for the loss. The trial court

granted summary judgment to Berkley on the coverage issue. We reverse.

FACTS

Feenix Parkside LLC (Feenix) owns a single story commercial building in

Auburn, Washington. The building was built approximately 40 years ago, around

1979. On or about July 4, 2015, a portion of the building's roof truss system failed,

and that portion of the roof collapsed. At that time, Feenix was insured by a

Continental Western Insurance Company policy issued by Berkley North Pacific

(Berkley). Feenix submitted a claim to Berkley. Berkley retained Independent No. 77303-8-1/2

Adjuster Rob Stone from McLarens Young and Engineer Mark Schaefer with

Pacific Engineering Technologies Inc.(PET)to investigate the claim.

Stone and Schaefer initially inspected the building on July 8, 2015.

Schaefer again inspected the building on July 13, 21, and 27, 2015. Based on his

inspections and research, Schaefer performed a structural analysis of the roof

truss system. In his opinion, the roof trusses failed when the top chord members

fractured as a result of applied tension perpendicular to the wood grain

immediately adjacent to the rear exterior bearing wall. He determined that the roof

trusses failed because of two concurrent factors: (1) the configuration of the truss

plate connection adjacent to the rear exterior bearing wall had inadequate strength

to resist the applied loads, and (2) higher than normal temperatures reduced the

strength of the wood trusses by up to 30 percent.

In a letter dated August 19, 2015, Berkley denied Feenix's claim because

the loss was caused by "defective methods in construction and excessive

temperatures in the attic," which are not covered causes of loss under the policy's

collapse coverage.

Feenix retained CT Engineering Inc. to conduct an independent

investigation of the loss shortly after receiving Berkley's denial. CT Engineering

concluded,

[W]ater penetrated thru [sic] the upper layer of roofing and collected between the two layers providing a concealed, encapsulated water delivery system. The water between the roofing layers sought the drain location although [sic] became trapped. As the water volume increased, so did the pressure on the old roofing layer which we believe, slowly allowed the water to penetrate into the interior of the building near the roof drains. The water wicked through the blocking

2 No. 77303-8-1/3

and delivered moisture to the truss bearing ends. In support of this, water staining is clearly visible in both the blocking and truss bearing ends [on] each side of the roof drains.

CT Engineering also wrote, "It is our opinion that the cause of the truss

collapse is due to the combined effects of both an elevated temperature in the attic

space due to solar radiation gain (125 -150 degrees) as well as a moisture content

exceeding 19% for an extended period of time." Based on CT Engineering's

findings, Feenix requested that Berkley reconsider its denial of coverage.

As a result of Feenix's letter, Berkley reopened its investigation and

instructed PET to determine whether "'hidden decay" contributed to the roof

collapse. On July 13, 2016, PET revisited the building site and inspected portions

of the original roof sheathing and roof trusses still onsite. Schaefer did not alter

his opinions on the cause of the collapse, and noted the following:

• Visual examination of the failure surfaces in the top chord members of trusses in place shortly after the collapse showed no evidence of wood decay in the failure surface.

• Examination of the failure surfaces in the top chord members truss pieces stored on site in 2016 showed no evidence of wood decay in the failure surface.

• Examination of the failure surfaces in the top chord members truss pieces stored at the MDE [Inc.] in 2016 showed no evidence of wood decay in the failure surface. The darkened wood along the shafts of nails that were exposed in the failure plane appears to be iron staining, which is a common phenomenon in wood where elevated moisture is present at some point. Iron staining does not reduce the strength of the affected wood. Following PET's supplemental report, Berkley confirmed its denial of

Feenix's claim.

3 No. 77303-8-1/4

On September 23, 2016, Feenix sued Berkley. Berkley and Feenix filed

cross motions for summary judgment on the issue of coverage for the building roof

collapse. On August 4, 2017, the trial court granted Berkley's motion for summary

judgment and denied Feenix's motion. On September 18, 2017, the trial court

entered an amended order on the parties' cross motions, which reflected all

submissions and materials considered by the trial court at the summary judgment

hearing. The amended order did not alter or modify the legal conclusions and

findings of fact in the trial court's August 4, 2017 orders. Feenix appeals.

DISCUSSION

Feenix makes two arguments. First, it argues that the trial court erred in

finding the term "decay" unambiguous in Berkley's insurance policy. Second, it

argues that the trial court erred by construing the term "system" against Feenix and

in favor of Berkley.

I. Standard of Review

An order granting summary judgment is reviewed de novo, "with the

reviewing court performing the same inquiry as the trial court." Ski Acres, Inc. v.

Kittitas County, 118 Wn.2d 852, 854, 827 P.2d 1000 (1992). When we review a

summary judgment order, we must consider all evidence in favor of the nonmoving

party. Keck v. Collins, 184 Wn.2d 358, 368, 357 P.3d 1080 (2015). Summary

judgment is appropriate if there are no genuine issues of material fact and the

moving party is entitled to judgment as a matter of law. CR 56(c); TracFone

Wireless, Inc. v. Dep't of Revenue, 170 Wn.2d 273, 281, 242 P.3d 810 (2010).

4 No. 77303-8-1/5

II. Insurance

Courts in Washington construe insurance policies as the average person

purchasing insurance would, giving the language a fair, reasonable, and sensible

construction. Vision One, LLC v. Phila. lndem. Ins. Co., 174 Wn.2d 501, 512, 276

P.3d 300(2012). Undefined terms are to be given their ordinary meaning. Id. The

entire contract must be construed together in order to give force and effect to each

clause. Wash. Pub. Util. Dists.' Utils. Sys. v. Pub. Util. Dist. No. 1 of Clallam

County., 112 Wn.2d 1, 10, 771 P.2d 701 (1989). The court must enforce the

contract as written if the language is clear and unambiguous. Id.

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