Utley v. Taylor & Gaskin, Inc.

9 N.W.2d 842, 305 Mich. 561, 1943 Mich. LEXIS 409
CourtMichigan Supreme Court
DecidedJune 7, 1943
DocketDocket No. 4, Calendar No. 41,989.
StatusPublished
Cited by55 cases

This text of 9 N.W.2d 842 (Utley v. Taylor & Gaskin, Inc.) 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
Utley v. Taylor & Gaskin, Inc., 9 N.W.2d 842, 305 Mich. 561, 1943 Mich. LEXIS 409 (Mich. 1943).

Opinion

Starr, J.

Plaintiff Utley was the general contractor for the construction of a building in the Franklin Street Settlement project in the city of Detroit. Defendant was the subcontractor for the steel construction work in such building. On October 12, 1937, one Jerome Moore, a bricklayer employed by plaintiff, was severely injured by a steel beám which fell and struck him. Plaintiff’s insurance carrier, the Travelers Insurance Company, paid employee Moore workmen’s compensation and his medical, hospital, and nursing expenses in the total amount of $2,809.50.

Plaintiff brought the present suit under the workmen’s compensation act (2 Comp. Laws 1929, § 8454 [Stat. Ann. § 17.189]), for the use and benefit of his insurer, to recover the amount it had paid as a result of employee Moore’s injuries, alleging that such injuries were caused by defendant’s negligence. Defendant .answered, denying the charge of negligence and alleging, among other things, that plaintiff and his employee were guilty of contributory negligence.

The trial court reserved decision on defendant’s motions for directed verdict, and the case was submitted to the jury. The jury returned a verdict of no cause of action, judgment for defendant was entered, and plaintiff’s motion for a new trial was denied. He appeals, contending that the trial court erred in the admission of evidence, in its charges to the jury, and in denying motion for a new trial.

The subcontract in question was evidenced only by plaintiff’s so-called purchase order to defendant, which provided in part:

*565 “Please enter my order for the following material to be delivered to Franklin Settlement Bldg.:
“Quantity Name of Article Price & Terms
“Furnish and erect structural steel including lintels for exterior wall openings and garage; of new Franklin Settlement Bldg, job according to plans and specifications dated Aug. 4, 1937, and as per subcontract for the sum of..............21,472.00
“A. F. of L. labor to be employed in field. * # *
“ (Stamped) Received Aug. 24, 1937.
“J. A. Utley,
“By W. J. Stark,
“H. O. W.
“Conditions.
“1. Materials furnished on this order are subject to my inspection and approval and if rejected will be held at your risk and returnable at your expense.”

In pursuance, of such subcontract defendant prepared designs and specifications of the steel materials to be used in the building construction. Such designs and specifications were approved by plaintiff. A part of the steel was fabricated by the manufacturers thereof and a part in defendant’s shops. Included in such steel materials were certain parts referred to in the record as “saddles” which fitted over large horizontal I-beams and into which the ends of connecting junior I-beams were to be placed. There were so-called “lugs or ears” on each saddle, which, when bent around the top flange of the large I-beam, were intended to hold the saddle in place. The saddles, which were a nationally advertised product and made for junior beam construction work, were purchased by defendant from the manufacturer. At the time of the accident defendant had completed about three-quarters of the steel construction work, and was in the process of placing the junior beams in the saddles. This part *566 of the construction work was about 25 feet above the ground floor.

The walls of the building had not yet been erected, and the rooms on the ground floor, which were indicated only by the structural steel framework, were referred to as “bays.” At the time of the accident, as directed by his foreman, plaintiff’s employee was laying brick in the bay adjoining that in which defendant was erecting the junior I-beams. A steel worker employed by defendant described the accident as follows:

“Just before the accident happened, I was connecting iron. * * *• We were putting in junior beams on the east side of the bay. Those junior beams were fastened to saddles or hangers * * * attached to our I-beams. * * * I had engaged in the work of fitting these saddles onto the flange of the I-beams. When I went up there I laid a run of saddles over that beam, spaced them out. * * m I did something to fasten those saddles to the flanges. I had a, hammer and was knocking down the lugs or ears. They were too short; it permitted them (saddles) to move, they would rock in sort of an up and down motion over the beam. I noticed that before this accident happened. I spoke to Mr. McNeil (defendant’s foreman) about it. I told him the lugs were too short. He said, ‘We will try one in and see how they work. ’ Then I started in to do these five or six that I have indicated there. They were too short — the lugs. At the time of the accident, when the beam fell out, we had raised about five (junior I-beams), and the wind started to blow, and it started to rock our lugs on there back and forth. * * * I called McNeil up and showed him how those were rocking. Next, I had a bar, and he had a hammer, and we started, if we could make them hold. About that time there was another strong wind/come and started a vibration and the junior beam went out of the saddle. * * * *567 While we were doing this hammering, and while this wind was blowing, and while the saddles were in motion, this (junior) I-beam fell out and went down to the floor. ’ ’

It appears that the steel beam struck the cement floor at an angle and bounced or fell into the adjoining bay where plaintiff’s employee was laying brick and struck him on the head. When struck, plaintiff’s employee was working at a point variously estimated as from 5 to 18 feet from where the beam first struck the floor. Defendant’s foreman testified, in substance, that he had seen a bricklayer' working in the adjoining bay “10 or 15 minutes before the accident;” that he had warned him of the danger, but that he could not identify plaintiff’s injured employee as the man whom he had warned. He testified in part:

“I * * * had seen this man working (laying brick) in the bay that was adjoining. I told him to get out from under; because it wasn’t a safe place for him to be. * * *
“I didn’t pay no more attention to him after I told him to get out of there, because he went away, and then he come back. * * *
“Q. Can you identify him as being the same man who was injured later ?
“A. No, sir, I could not. # * *
“I don’t know whether it was the same man or not.”

Plaintiff’s employee Moore denied that he was warned by defendant’s foreman or that he received any warning whatever. It appears that prior to the accident the saddles had not been welded to the large I-beams, but that after the accident defendant had them welded. Its president testified that the welding “was an added precaution.

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Bluebook (online)
9 N.W.2d 842, 305 Mich. 561, 1943 Mich. LEXIS 409, Counsel Stack Legal Research, https://law.counselstack.com/opinion/utley-v-taylor-gaskin-inc-mich-1943.