Walters v. George A. Fuller Co.

74 A.D. 388, 77 N.Y.S. 681
CourtAppellate Division of the Supreme Court of the State of New York
DecidedJuly 15, 1902
StatusPublished
Cited by6 cases

This text of 74 A.D. 388 (Walters v. George A. Fuller Co.) is published on Counsel Stack Legal Research, covering Appellate Division of the Supreme Court of the State of New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Walters v. George A. Fuller Co., 74 A.D. 388, 77 N.Y.S. 681 (N.Y. Ct. App. 1902).

Opinions

Hatch, J.:

By this action the plaintiff seeks, in her representative capacity, to recover damages against the defendant for the claimed negligence of the latter in causing the death of plaintiff’s intestate. It appears from the testimony that the deceased was employed by the defendant about the construction of a building on the northwest corner of Wall and Water streets, in the borough of Manhattan. In the center of this building was placed a derrick, used in hoisting the iron work which entered into its construction. Deceased was one of the iron workers, and on the day when the accident happened [390]*390h.3 was ordered by a sub-foreman to get on the ball of the derrick, go to the street and attach to the derrick an iron column to be placed in the building. This method of operation was such as had been in common use during the progress of" the work. Another workman was ordered to go with him, and both of them got upon the ball or hook when the boom to which it was attached was swung around, and when it had proceeded for some distance the entire derrick collapsed, producing the injury resulting in the death of deceased.

.The derrick in question had a mast thirty-five feet in height and a movable boom fifty-five feet long. Attached( to the mast was a stiff leg some forty-six feet in length, which came down thirty feet back of the mast. From the top of the mast ran guys in different directions, to support the same. Just how many and where they ran does not clearly appear from the evidence in the case. Taking the testimony as a w-hole it is quite likely that at first there were five or six of these guys, and later four as one witness, and practically the only one, describes them as running in four directions to different, corners of the building. The length of the boom made it impossible .to move the samé past these guys, and to avoid this difficulty the guys were provided with block and tackle which could be easily removed and the boom .allowed to swing by. The boom itself was moved up and down "by power from a stationary engine, and was swung around from right to left and left to right by “ tag-lines.” These were under the control of two men, one on each side, whose duty, among other things, was to stop this boom when it had swung beyond a detached guy rope so that it could be replaced. On the day of the accident the deceased had been working upon the second tier of the building for a considerable time, and the boom had' been swnng to the west when he was ordered to" get upon it. 'At that timé all the guys on that side of the derrick had been removed to allow this boom to swing by, and.there was only one guy supporting the entire structure, together with the stiff leg. When the boom had been raised for the deceased and Pihlgardt to get on, it was then swung around; the weight having nothing to sustain it, caused the derrick to fall. It appears from the testimony of at least three of the witnesses, the engineer, an iron worker and -an expert, that a derrick of this sort should be supplied with two [391]*391stiff legs. The engineer says, “ In my experience on other work, from" time to time, I have not seen derricks of this character used for the kind of work that this was used for. In the experience I have had with stiff-legged derricks I have seen that they have two wooden stiff legs. * * * That is the usual kind of a guy derrick, a high mast, so that the boom will swing around underneath the guys, clear of the mast. * * * You could not put guy lines on a derrick like that so that you could have the boom working inside ■of the guy lines, it would not make any difference how high the mast was, if it was built in the style of a stiff-legged derrick. If the boom was longer than the mast the boom could not pass underneath it. It would not have been possible upon this job, to have had a derrick with a high mast and fastened by steel guys, so that the boom would swing inside the guys, I do not think a guy derrick could be used that way. In the first place they liave-not the foundation to secure the derrick. The guy derrick would have to have somewhere to make the guys fast to, so that it would be almost impossible to use a guy derrick in that cellar at the time of erection. This style of derrick would be the only kind that I know of that could be used with any advantage.”

One of the iron workers on the building says that the usual method of construction of a derrick used for work of this character is to have two stiff legs. Olson, an expert on the strength and construction of derricks, testified that a derrick such as the evidence showed this one to be, would not be well constructed to perform work of this character and that the proper construction would have been another stiff leg.” This witness not only gave his opinion as to what would constitute proper construction of a derrick used as this one was used, but he also described the method and manner of use, the character of different constructions, the office which the supports played, whether guys or stiff legs, the points at which the strain would come and what construction would be proper in such a case. This evidence was, therefore, competent without regard to whether its inherent character authorized the expression of an opinion by the expert as to whether it was good construction or not or whether it fell within the class which authorized descriptive, testimony only, leaving it for the jury to draw conclusions therefrom. If we assume that it did not fall within the class of cases [392]*392authorizing expert testimony to be given,-yet as no objection was taken thereto and the defendant acquiesced in its admission, it might be considered even though upon Objection it- might have been excluded, and as it was followed up by a full and complete description of the entire subject-matter, the effect and character of the operation, it was before the jury for consideration and they were authorized to draw a conclusion therefrom that the derrick was improperly constructed within the rule announced in Dougherty v. Milliken (163 N. Y. 527). This evidence was, therefore, in the case, and if negligence could be predicated thereon it was not the province of the court to determine the question, as it would be error to withhold its submission from the jury.

It cannot be doubted but that it became the duty of the master to furnish reasonably suitable, safe and adequate machinery and appliances for the performance of the work. Such duty is an absolute one which may no.t be delegated by the master to another, and in the performance of such obligation the master cannot exonerate himself from liability for the intervening negligence of a servant' to whom its discharge has been committed. (Oties v. Cowles E. S. & A. Co., 26 N. Y. St. Repr. 869; affd. on appeal, 130 N. Y. 639.) This being the measure of the defendant’s obligation imposed by law, if he failed therein and injury resulted on account of such failure* then in the absence of contributory negligence or of a risk assumed by the deceased in and about the' performance of the work, liability would attach and the jury would be authorized to find negligence and award damages. ' In view of the testimony that the construction of the derrick was improper for the purpose for which it was used, it is not permissible as matter of law to say that the method employed to support the derrick was the -usual and' proper one in this' kind of work.

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Bluebook (online)
74 A.D. 388, 77 N.Y.S. 681, Counsel Stack Legal Research, https://law.counselstack.com/opinion/walters-v-george-a-fuller-co-nyappdiv-1902.