Cree Coach Co. v. Wolverine Insurance

115 N.W.2d 400, 366 Mich. 449
CourtMichigan Supreme Court
DecidedMay 18, 1962
DocketDocket 65-71, Calendar 49,094-49,100
StatusPublished
Cited by20 cases

This text of 115 N.W.2d 400 (Cree Coach Co. v. Wolverine Insurance) is published on Counsel Stack Legal Research, covering Michigan Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cree Coach Co. v. Wolverine Insurance, 115 N.W.2d 400, 366 Mich. 449 (Mich. 1962).

Opinion

Kelly, J.

On and prior to December 11, 1957, plaintiff was the occupant of a building near Mar-cellus, Michigan, which was being used for the manufacture of travel trailers.

The building was constructed during the late fall of 1956 and spring of 1957 and was first occupied during the summer of 1957.

*452 On December 11, 1957, at approximately 11:45 p.m. the building collapsed, resulting in conceded damage to the building of $49,816.38 and damage to the contents in the amount of $12,782.93.

Ten insurance companies carried policies on the building, insuring against loss due to windstorm. Seven companies were sued in the instant appeal. Suits against 3 nonresident insurance companies were pending in the Federal court at the time of trial of the present cases.

Defendant insurance companies refused payment, claiming that the building collapsed because of accumulation of snow on the roof, and not by windstorm.

Plaintiff introduced testimony of various residents of the area who testified as to Aveather conditions on the day in question. Plaintiff also ealled, as an expert, Richard C. Byce, a structural engineer, who testified, over objections, that the damage to the building was caused by Avind.

Defendants’ proof included testimony of furnace men who were working to restore heat to the building oh .the day of its collapse, some neighbors who contradicted plaintiff’s witnesses as to Avind direction and weather conditions, 2 civil and structural engineers who testified the weight of snow on the roof caused the collapse of the building," and a meteorologist who testified concerning weather records in the area at the time. On rebuttal plaintiff introduced testimony and exhibits intending to shoAv that the building had been completed in the fall of 1956 and had stood throughout that winter.

The court instructed the jury that if they found the defendants liable, they were to include interest at 5% from the date of denial of. liability. The jury returned a verdict of $30,408.54, which included interest as above mentioned.

*453 Defendants’ motion for judgment non obstante veredicto or for a new tidal was denied, and following the entry of 7 separate judgments these appeals were taken and the cases were again consolidated.

Appellants’ “statement of questions involved” refer to error of the court in refusing to permit preliminary examination of plaintiff’s expert witness; in refusing to strike his testimony because of lack of qualifications; in excluding defendants’ evidence of weather records; in admitting plaintiff’s exhibits as evidence that the building was completed in the fall of 1956; in improperly instructing in regard to “windstorm”; in refusing to permit defendants to base their defense on the policy provisions as to “snowstorm”; in instructing the jury to include interest in any verdict for plaintiff; and, in denying motion for judgment non obstante veredicto or for new trial.

Did the trial court err in refitsing to strike the testimony of the plaintiff’s expert witness (Byce) because of his lack of qualification and inadequate factual basis for his opinionf

The testimony disclosed that Byce received a bachelor of science degree in civil engineering and a master’s degree in structural engineering from the University of Michigan; that structural engineering is a study of structures, beams, columns, and trusses of buildings and structures; that part of the training in structural engineering was the effect of winds on all types of structures; that he had studied and had discussions with an eminent authority on wind; that he had visited the wind tunnel when tests were being run on models of buildings.

Appellants state: “There is no question but what Mr. Byce is a qualified expert in the field of civil engineering but his qualifications do not extend into the field of wind activity on buildings or the behavior of winds.”

*454 Appellee answers by calling to this Court’s attention the following:

“Appellants in this Court for tbe first time seek to collaterally attack Mr. Byce’s professional qualifications. Appellants did not so challenge the qualifications at the time of the trial and did not raise the issue of lack of qualifications at any time when counsel for the plaintiff might have had an opportunity to inquire further into Mr. Byce’s qualifications with particular reference to the interrelationship between structural engineering and wind which in fact Mr. Byce had already referred to when first giving his qualifications.”

The testimony offered in regard to qualifications, the failure to object, plus the following instruction, refute defendants’ claim that the court erred in refusing to strike because • of lack of qualifications. The instruction is as follows:

“Both plaintiff and defendants have offered in evidence certain testimony known as expert or opinion testimony in support of their respective claims. You will examine and consider this testimony as you do any other testimony in this case, considering the background, training, and qualifications of the witnesses, their means of knowledge concerning the matter about which they testified, whether their testimony is consistent or inconsistent and you will exercise your common sense and good judgment in determining the weight and credit you will give to such testimony.”

The testimony and exhibits established that where the end of the girders went over the top of the wall at the pilasters, there were angles or flanges welded onto the bottom of the girder.

It was agreed by all of the experts, including Byce, that the collapse originated at girder number 3.

• Byce contended that since the inner flange of girder number 3 was bent inward, there must have been, an *455 external force which caused the wall to fall into the building; that if the roof had first collapsed from the snow, the outer flange would have been bent, and since it was not, an external force was required, and this must have been provided by the wind.

Byce’s original opinion was that the outer flange was the sole means of transmitting the force which would develop from a roof collapse. He later admitted that the notch would be of some help in transmitting this force.

Appellants contend “Byce was wrong on the facts when he said the flange would be the sole means of transmitting the force from a primary roof collapse and having based his entire opinion on the bent outer flange, his conclusion was invalid and should have been stricken.”

The record discloses that Byce was subjected to a lengthy cross-examination and while he stated that the notch could transmit some force, he at no time changed or modified his opinion.

We quote with approval the author’s comment in Honigman’s Michigan Court Rules Annotated, 1959 supplement, p 95:

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Bluebook (online)
115 N.W.2d 400, 366 Mich. 449, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cree-coach-co-v-wolverine-insurance-mich-1962.