Funk v. Leonard Construction Co.

140 N.W. 816, 159 Iowa 320
CourtSupreme Court of Iowa
DecidedApril 10, 1913
StatusPublished
Cited by5 cases

This text of 140 N.W. 816 (Funk v. Leonard Construction Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Funk v. Leonard Construction Co., 140 N.W. 816, 159 Iowa 320 (iowa 1913).

Opinion

Lapd, J.

The defendant, an Illinois corporation, was engaged in the construction of two large buildings in Cedar Eapids and had in its employment many workmen. At the time in question, only the foundations of these buildings had been constructed. These were about eighty feet apart and between them stood a small wooden structure with gable roof fifteen or twenty feet high at the eaves and thirty-eight feet at the comb. On one side of this building, and near its end, a temporary tower had been erected, ninety or one hundred feet high, for the purpose of elevating the concrete after being mixed below, and distributing it to different parts of the buildings through a pipe which extended from a hopper near the top of this tower to a lower tower, and then to the buildings below. The pipe, after running to the building north of the tower, had been taken down and on June 3, 1910, was lying on the floor of the south building and across the wooden structure preparatory to raising it by means of pulleys to its proper position for distributing concrete to the south building. These'pulleys were attached to hooks at the end of an inch shank and were hooked over a steel cable extending from near the top of the tower and with the other end attached to some object beyond the lower tower, and were kept from sliding down the cable by one-half inch manila rope, called the “spreader rope,” which was tied to the tower immediately underneath the steel cable with a three-fourths inch rope six to eight feet long doubled, so that it could be shortened by twisting, and to each of the pulleys, being tied with a knot to the shank of each pulley. Wires were fastened from this shank to the point of the hook so that it would not slip off the cable. This left the spreader rope close to or against the cable and the pulleys five or six feet apart. The pipe was eight inches in diameter and in sections twelve feet long. These were fastened together and laid in a wooden trough. Long half-inch ropes, called “lift ropes,” were tied around the pipe and trough, and the other end run through [323]*323the pulleys and- down for the men to take hold of and pull in raising the pipe to position for use.

To the end of the steel cable at the top of the tower was attached a strong wire which extended to an iron windlass on the ground one hundred and eighty-three feet distant, and, by means of this windlass, the cable was let down near the floor or ground and hauled back in place. It had been unwound so as to allow the cable to sag until it nearly reached the floor where the pipe and troughs and ropes were lying. Before raising the pipe to position, several of the sections were fastened together and laid in the wooden trough. The ends of lift ropes having been tied about this as far apart as the pulleys, the other ends run through the pulleys and are taken hold of by the men. The cable was straightened up by means of the windlass and the pipe and troughs raised by the men pulling the long ropes through the pulleys from the floor. After the north end of the spout got above the “eaves” of the wooden building, it swung lengthwise toward the tower so that part of it was above the roof of the small building and a part above the floor of that being constructed. Then the cable was again lowered, some sections of pipe added, the pulleys slipped further up on the cable toward the tower and cable partly straightened again, and the pipe again raised by means of the lifting ropes which were so arranged as to again swing the pipe lengthwise toward the tower. This was continued until about one hundred and ten feet of pipe and trough had been coupled together, and in the same manner an effort was made to lift the pipe to the place where this north end could be attached to the hopper at the east side near the top of the tower. When all the pipe had been coupled together and the hooks adjusted on the steel cable for the final lifting of the pipe to its proper position, the general superintendent in charge of the work constructing the buildings, Byron, ordered the plaintiff to go from the floor of the building being constructed where he was then engaged to the roof of the wooden building [324]*324and assist in pulling on the lifting ropes which came down from the pulleys above. Upon reaching the roof, one of the four men already there handed plaintiff a rope which came down on the west side of the pipe and trough, the others coming down on the east side; and, as plaintiff could not pull where they; were standing without doing so against the pipe, he went westward along the comb of the roof until about eight feet west of the pipe, and there pulled on the lifting rope, about forty others doing the same, and, when the pipe had reached to a position about twenty feet above the comb of the roof where plaintiff stood, the spreader rope broke between the first and second pulleys from the tower, and, as the men let go- the lift ropes, the pipe and troughs fell, the latter striking plaintiff and rendering him senseless so that he rolled off the roof to the ground below and was seriously injured.

The .only question of negligence submitted to the jury was whether defendant failed to exercise ordinary care in furnishing a rope which was strong enough and reasonably suitable and sufficient to bear the strain and sustain the weight of the metal spout and trough which were used'in carrying the concrete.

1. Master and servant: vice principal: negligence. I. The first contention is that Byron, in using the one-half inch rope instead of one three-fourths of an inch in diameter as a spreader rope was a fellow servant plaintiff for that this concerned merely a detail of the work, and for this reason the defendant is not liable. This is on the theory that, safe tools and appliances having been furnished by the master, he is not responsible for the choice by the servant of those which are unsafe, even though this may have been done at the suggestion of .the foreman. McQueeny v. Railway, 120 Iowa, 522; Benn v. Null, 65 Iowa, 407; Ashcraft v. Davenport Locomotive Works, 148 Iowa, 420; 1 Bailey, Personal Injuries, section 196; Maher v. Thropp, 59 N. J. Law, 186, (35 Atl. 1057); Brown v. People’s Gas Light Co., 81 Vt. 477, (71 Atl. 204, 22 L. R. A. [N. S.] 738); Alaska Treadwell Gold [325]*325Mining Co. v. Whelan, 168 U. S. 86, (18 Sup. Ct. 40, 42 L. Ed. 390); Ross v. Walker, 139 Pa. 42, (21 Atl. 157, 159, 23 Am. St Rep. 160); Prescott v. Ball Engine Co., 176 Pa. 459, (35 Atl. 224, 53 Am. St. Rep. 683). The last two cases lay stress on the fact that the-foremen, whose acts were treated as those of fellow servants, were not those of vice principals.

In Vogel v. American Bridge Co., 180 N. Y. 373, (73 N. E. 1, 70 L. R. A. 725), the defendant “had contracted to erect an iron or steel frame for a roof upon a factory building, and the plaintiff was one of a gang of men employed by the defendant upon the contract work. The foreman, or ‘boss of the job,’ as he is called, was one McMahon, a competent man, and the workmen were under his direction. His author-. ity comprehended the management of .the work and the employment or discharge of the workmen on the job. At the time the accident occurred, the men were engaged in raising one of the trusses to an upright position in order thereafter to raise it into its place in the roof. This was effected by a rope attached to the peak of the truss, which ran to the block and tackle of a pole or derrick.

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Bluebook (online)
140 N.W. 816, 159 Iowa 320, Counsel Stack Legal Research, https://law.counselstack.com/opinion/funk-v-leonard-construction-co-iowa-1913.