Owings v. Rose

497 P.2d 1183, 262 Or. 247, 57 A.L.R. 3d 821, 1972 Ore. LEXIS 475
CourtOregon Supreme Court
DecidedJune 1, 1972
StatusPublished
Cited by28 cases

This text of 497 P.2d 1183 (Owings v. Rose) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Owings v. Rose, 497 P.2d 1183, 262 Or. 247, 57 A.L.R. 3d 821, 1972 Ore. LEXIS 475 (Or. 1972).

Opinion

McAllister, j.

This is an action for indemnity. The plaintiffs are architects, who employed the defendants as consulting engineers on two construction projects and contend that on both jobs they had to pay damages on account of the negligence of defendants in the performance of their engineering services. The jury found for plaintiffs on their first cause of action and defendants appeal. The trial court sustained a demurrer to plaintiffs’ second cause of action and plaintiffs cross-appeal.

Plaintiffs’ first cause of action arises out of plaintiffs’ employment by Omark Industries to design and oversee the construction of a manufacturing plant in Milwaukie. The new plant was to replace older buildings in which Omark had carried on its manufacturing business. The floors in the old buildings were cracked, eroded, uneven in spots, and highly unsatisfactory. Omark emphasized to plaintiffs its need for a “superior floor” in the new plant.

Plaintiffs had no structural engineers on their staff and hired defendants, who are structural engineers, as consultants on the Omark job. Defendants were responsible for designing the floor as well as the other structural parts of the building. Defendants inspected Omark’s older plants and were made fully aware of Omark’s desire to have a “superior floor” in its new plant and the reasons therefor.

Plaintiffs designed a building with a floor area *251 of approximately 350 feet by 390 feet. Defendants’ Mr. Breedlove designed the concrete floor of the new plant. The floor he designed consisted generally of slabs or panels of concrete six inches thick and thirty feet square. The concrete slabs were reinforced by one-half inch steel bars placed twelve inches apart running both ways through the slabs. Each slab was joined to the adjacent slabs by “Keycold” joints, which are designed to prevent vertical displacement of the slabs. Through these joints the reinforcing bars each extended twelve inches into the adjoining slabs.

About the time Omark moved into the new building cracks began to appear in the floor and soon thereafter the floor surface began to erode. The cracking and erosion soon became serious and the floor continued to deteriorate. The cracks were large enough to interfere with Omark’s production and in the movement of machinery and materials throughout the plant.

Omark sued the architects, the general contractor, and the testing laboratory which it had hired to test the quality of the concrete. The damages claimed by Omark totaled $344,296. The action was settled for $145,000, of which the architects, plaintiffs in this case, contributed $108,200. Plaintiffs then sought indemnity from defendants for the amount plaintiffs contributed to the settlement plus their other costs incurred in defending against Omark’s claim, totaling $125,659.24. Plaintiffs alleged that the excessive cracking and deterioration of the floor was caused by the negligence of defendants in designing the floor. Defendants denied that they were negligent and alleged that the negligence of plaintiffs contributed to the defective floor.

The ingredients of a successful action for indem *252 nity were stated in Fulton Ins. Co. v. White Motor Corp., 261 Or 206, 493 P2d 138, 140-141 (1972) as follows:

“In an action for indemnity, the claimant must plead and prove that (1) he has discharged a legal obligation owed to a third party; (2) the defendant was also liable to the third party; and (3) as between the claimant and the defendant, the obligation ought to be discharged by the latter. Restatement, Restitution § 76, 331 (1937); Nelson v. Sponberg, 51 Wash2d 371, 318 P2d 951, 954 (1957); Aetna Freight Lines, Inc. v. R. C. Tway Company, 352 SW2d 372, 373 (Ky App 1961). The last requirement means that, although the claimant must have been legally liable to the injured third party, his liability must have been ‘secondary’ or his fault merely ‘passive,’ while that of the defendant must have been ‘active’ or ‘primary.’ Kennedy v. Colt, 216 Or 647, 653-654, 339 P2d 450 (1959); Astoria v. Astoria & Columbia River R. Co., 67 Or 538, 547-548, 136 P 645, 49 LRA NS 404 (1913); Jackson v. Associated Dry Goods Corp., 13 NY2d 112, 192 NE2d 167, 169 (1963); Bush Term. Bldgs, v. Luckenbach S. S. Co., 9 NY2d 426, 174 NE2d 516, 517-518 (1961). * * •”

In Fulton, supra, we referred to the discussion of indemnity in General Insurance Co. v. P. S. Lord, 258 Or 332, 482 P2d 709 (1971) and said that “the traditional formulations of active and passive negligence, or primary and secondary liability, do not provide precise guidelines for deciding close cases”. We think those guidelines are still useful, however, in deciding whether a plaintiff’s liability is based on conduct which ought to bar his recovery. 493 P2d at 141.

Defendants first assign as error the trial court’s denial of their motion for nonsuit and their motion for a directed verdict. The grounds for both motions *253 were: (1) No evidence of defendants’ negligence; (2) no evidence that any negligence of defendants was a proximate cause of the damage; (3) that plaintiffs were contributorily negligent as a matter of law; (4) that plaintiffs failed to prove that the settlement was either necessary or reasonable.

Whether defendants were negligent and whether that negligence was a proximate cause of the defective floor were clearly questions for the jury. Defendants do not seriously contend otherwise. For example, plaintiffs’ expert Merrifield testified that the basic cause for the cracking in this case was the use of the continuously reinforced joint between the adjoining slabs. Another expert, Barneyback, testified that the cause of cracking in concrete is restraint of contraction during the drying or curing process. Of the Omark floor Mr. Barneyback said:

“You have a slab all tied together in one piece which can’t move, and when it shrinks, it can’t do anything but crack.”

Defendants’ primary contention is that plaintiffs were also negligent and as active tortfeasors are barred from recovery of indemnity. They argue first that unless plaintiffs were negligent they were not liable to Omark and acted as volunteers in settling Omark’s claim and thus are not entitled to indemnity. They next contend that there were other causes of the defective floor besides the design, that plaintiffs’ negligence contributed to those other causes and consequently plaintiffs are not entitled to indemnity.

Under the evidence in this case the jury could properly find that plaintiffs were liable to Omark without also finding that any active negligence of plaintiffs contributed to the defective floor. In their *254 contract with Omark plaintiffs agreed to render all architectural and engineering services necessary in the design of the new plant and were thus obligated to furnish Omark with engineering service of reasonable quality. Omark sued plaintiffs for a careless performance of the duty owing by plaintiffs under that contract.

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Bluebook (online)
497 P.2d 1183, 262 Or. 247, 57 A.L.R. 3d 821, 1972 Ore. LEXIS 475, Counsel Stack Legal Research, https://law.counselstack.com/opinion/owings-v-rose-or-1972.