Brotherton v. Kralman Steel Structures, Inc.

269 P.3d 307, 165 Wash. App. 727
CourtCourt of Appeals of Washington
DecidedDecember 29, 2011
Docket29177-4-III
StatusPublished
Cited by3 cases

This text of 269 P.3d 307 (Brotherton v. Kralman Steel Structures, 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
Brotherton v. Kralman Steel Structures, Inc., 269 P.3d 307, 165 Wash. App. 727 (Wash. Ct. App. 2011).

Opinion

Siddoway, J.

¶1 Kralman Steel Structures Inc. appeals the damages awarded to Mark and Georgie Brotherton as the cost to replace and make associated repairs to a defective driveway constructed by Kralman Steel at the Brothertons’ home. It argues that the trial court’s award included “ ‘betterments’ 1 that were never a part of its promised performance. It also contends that the trial court misread RCW 18.27.040(6), a provision of the registration of contractors act, chapter 18.27 RCW, to authorize an award of the Brothertons’ attorney fees and costs against it. We affirm the court’s award of damages, which is supported by evidence of the cost required to reconstruct the driveway to the promised standard. We disagree with the trial court’s construction of RCW 18.27.040(6), however, and reverse its award of attorney fees, which exceeds the limitation set *730 forth in that statute as construed in Cosmopolitan Engineering Group, Inc. v. Ondeo Degremont, Inc., 159 Wn.2d 292, 149 P.3d 666 (2006).

FACTS AND PROCEDURAL BACKGROUND

¶2 In late 2007, the Brothertons contracted with Kralman Steel, a licensed general contractor, to build a garage for their home. The standard terms and conditions in Kralman Steel’s contract of agreement for construction warranted “[a] 11 work [would be] done in a workman like manner with a quality recognized by the construction industry standards as good to excellent.” Ex. 12. Among the negotiated terms of the contract was a provision that stated in pertinent part only, “Option—Remove and replace existing driveway.... Costs before tax [will] be $4.50 per square foot.” Id. When the parties agreed that the optional driveway construction would be performed, the term was “expanded verbally by the parties,” with Jeff Kralman explaining that because the location of adjoining sidewalks and structures would prevent pouring the entire driveway to fall toward the street for drainage, the driveway would be poured to slope toward the center and thereby channel water away from the Brothertons’ house and their neighbor’s property, into the street. Clerk’s Papers (CP) at 29 (Finding of Fact 2).

¶3 Kralman Steel’s concrete contractor began pouring the driveway in early September 2008 and completed pouring and cutting control joints within a few days. When finished, the driveway did not slope toward the center as promised and drainage problems were apparent immediately. Mr. Kralman acknowledged the problem and said he would fix it. In October 2008, Kralman Steel removed and replaced part of the driveway but it did not solve the drainage problem; water still pooled and drained toward the Brothertons’ house. Moreover, after the attempted repair, the concrete experienced uncontrolled and unsightly cracking.

*731 ¶4 In addition to problems with the driveway, the Brothertons’ sidewalk was damaged during the construction of the garage and driveway. The approach to the driveway was clipped by the scoop of a small front-end loader when Kralman Steel’s crew backed it off a trailer. Preexisting but minor cracks in the Brothertons’ sidewalk were worsened as a result of the concrete trucks backing over the driveway.

¶5 The Brothertons brought the action below against Kralman Steel, its subcontractor, and the surety on Kralman Steel’s contractor’s bond, seeking damages for breach of contract. 2 At trial, the Brothertons presented testimony from three experts. Jennifer Russell, a geologist with expertise in geotechnical engineering, testified that the cracking was due to an inadequate aggregate base under portions of the driveway and insufficiently thick concrete. According to Ms. Russell’s measurements, the driveway was only 2V6 inches thick in some spots, while the International Residential Code requires a minimum concrete thickness of 3V& inches.

¶6 Brit Watson, a general contractor with over 15 years’ experience working with concrete, and Ron Courson, a contractor specializing in concrete with 39 years’ experience, identified several problems with Kralman Steel’s work. Mr. Watson testified that the grade of the driveway did not meet industry standards for slope per foot to ensure proper drainage. He testified that joints to control cracking in the slab as the concrete moved during temperature changes or drying shrinkage were not cut quickly enough after the concrete was poured and were placed too far apart. Mr. Courson agreed with Mr. Watson’s testimony as to the drainage problem near the Brotherton home and testified that the industry standard of care required the use of expansion felt in addition to control joints to reduce stress cracking. Finally, Mr. Courson testified that industry stan *732 dard requires a minimum thickness of concrete of more than 3 inches, particularly on the outside edges of the driveway; Mr. Watson testified to a standard of 314 to 4 inches.

¶7 Given this evidence, the trial court concluded Kralman Steel’s work was defective and that the “uncontrolled, unsightly cracking, insufficient thickness, insufficient preparation of the base, and the puddling of water caused by improper drainage [were] more than de[ minimis] defects.” CP at 31 (Conclusion of Law 3). For the proper remedy, the court relied on the testimony of the Brother-tons’ experts that removal and replacement was required, noting that “it seems to be pretty common in the construction industry and in the concrete industry, that [if] you have a bad pour, . . . [y]ou rip it out and you do it right.” Report of Proceedings (RP) at 201.

¶8 The Brothertons presented bids obtained from several contractors, including one from Mr. Watson on behalf of his firm, Four B Enterprises. The trial court ultimately found the Four B bid for $12,796.20 to be reasonable and awarded damages in that amount, capping damages against the surety at the $12,000.00 amount of its bond. The Four B bid included the labor and material necessary to tear out and dispose of existing concrete, and to fix the damaged driveway, sidewalk, curb, and gutter.

¶9 Although the bond was consumed by the award of damages, the trial court initially concluded that the Brothertons were entitled to recover a reasonable attorney fee, costs, and interest from Kralman Steel under RCW 18.27-.040(6). Kralman Steel objected to the fee award and moved for reconsideration, citing the Washington Supreme Court’s decision in Ondeo, 159 Wn.2d 292, prompting the court to request briefing on the attorney fee issue from the parties. After further review, the court held to its position that fees were recoverable, reasoning that while Ondeo “at first glance seems to be binding precedent [it] is not binding precedent in this case because the statute, RCW 18.27.040

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269 P.3d 307, 165 Wash. App. 727, Counsel Stack Legal Research, https://law.counselstack.com/opinion/brotherton-v-kralman-steel-structures-inc-washctapp-2011.