Ranney v. Habern Realty Corp.

281 A.D. 278, 119 N.Y.S.2d 192
CourtAppellate Division of the Supreme Court of the State of New York
DecidedFebruary 24, 1953
StatusPublished
Cited by11 cases

This text of 281 A.D. 278 (Ranney v. Habern Realty Corp.) 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
Ranney v. Habern Realty Corp., 281 A.D. 278, 119 N.Y.S.2d 192 (N.Y. Ct. App. 1953).

Opinion

Breitel, J.

Plaintiff recovered judgment after a jury trial for injuries suffered by her intestate, Ranney. Defendant Habern appeals from such judgment and from judgment rendered in favor of the third-party defendant, United Stone. The jury found in favor of defendant Habern on plaintiff’s cause of action for Ranney’s death. There is no appeal from that finding, and there is no issue on this before us.

Ranney was employed by United Stone in the delivery of stone to a construction job on a site owned by Habern. On [280]*280the site was a sidewalk bridge or shed licensed for use as a nonstorage but not as a storage shed. In violation of the ordinance (Administrative Code of City of New York, § C26-557.Q), slabs of stone had been stored on the shed. The accident occurred when a draft of stone was being moved by crane from the street to the shed. A choker chain used in securing the draft of stone broke, precipitating the draft of stone to the shed, a distance of three feet. The draft struck the shed with such an impact, namely of fifty tons, that it broke through the shed. Through the opening fell Ranney, the workman for whose injuries this action was brought, and some of the stone that had been stored on the shed in violation of the ordinance. Stone fell on Ranney causing the very serious injuries sustained.

In addition to a general verdict, the jury rendered special verdicts which found that the shed had been constructed only as a nonstorage shed, and not as a storage shed; that it had not been overloaded by the stored stone; that the violation of the ordinance constituted negligence, even though the shed had not been overloaded beyond its safe capacity; that Habern’s (the owner’s) employee knew or should have known of the storage; that the choker chain supplied by United Stone was not safe and its employees had not used due care; that the owner, Habern’s, violation of the ordinance, and of section 200 of the Labor Law, in its failure to supply a safe place to work, as well as its violation of section 240 of the Labor Law (failure to provide protective devices ” or scaffolding), was the proximate cause of the accident.

The question is whether the unlicensed storage of stone on the shed was a proximate cause of the injuries sustained by Ranney.

The case had been before this court after a prior trial which resulted in a reversal of a judgment in favor of plaintiff Ranney against Habern, and the granting of a new trial. (279 App. Div. 426.) That record was somewhat different from the record before us now. On the prior record there was no affirmative proof as to the actual carrying capacity of the shed and thus the jury upon the first trial might have found overloading of the shed, and with respect to that, this court, in a majority opinion by Callahan, J., said: The immediate cause of the collapse of the bridge was, no doubt, the fall of the draft of stone. But as other stones were stored on the bridge and they fell into .the broken area, the jury may have found that their presence .was an efficient cause contributing to the injuries [281]*281suffered by the plaintiff. There is no contention that the bridge was improperly constructed, and it would only be an unsafe place to work, if it was overloaded. It may have been used at Habern’s direction as a place for storage of materials in violation of certain city ordinances, but this would relate to a liability created by the ordinance.” (Pp. 431-432.)

The jury on this, the second trial has found that the shed was not overloaded. Indeed, the proof on the second trial was such, that it would have hardly been possible for the jury to have found otherwise. All that remains then to connect the owner, Habern, with liability is the unlicensed storage of stone on the shed, without overloading it. It is inferable that some of the stored stone, falling through the hole made by the moving-draft of stone, fell on Ranney. The violation of the ordinance, it appears, however, could have been avoided by application for a permit for a storage shed as distinguished from a non-storage shed.

It will be helpful to distinguish between the cause of the accident and the cause of the injuries. Assuming that the fallen stored stone caused the injuries to Ranney, it is nevertheless clear that the stored stone did not cause the accident.

The ordinance which the jury found Habern to have violated provides that a sidewalk shed “ shall be capable of sustaining-safely a minimum live load of one hundred fifty pounds per square foot, but if such sidewalk shed is used for overhead storage of material, it shall be capable of sustaining safely a minimum live load of three hundred pounds per square foot.” (Administrative Code, § C26-557.0, subd. 2, par. [b].)

Habern had been issued a permit for a nonstorage shed. A reading of the ordinance reveals that this type of structure is meant to protect passersby and workmen on the sidewalk against objects or materials falling from a point above the shed. A storage shed must be of stronger construction, not to give greater protection against such falling- objects or materials, but to provide a stronger structure, in order to permit loading, and to guard against collapse from the weight of the material stored. Habern’s proof on this trial that the bridge would sustain 340 pounds per square foot on each and every square foot of the bridge simultaneously was not met by any evidence of plaintiff as to the actual carrying capacity of the bridge as constructed. This tvas in excess of 300 pounds per square foot required by the ordinance for an overhead storage bridge or shed. That, the bridge did not collapse because of the stone [282]*282stored thereon is established not only by the jury’s finding that it was not overloaded, but by the uncontested physical facts. The stone stored on the bridge was actually supported from the afternoon of June 22, 1948, until 8:30 a.m. on June 23, 1948, when the employees of the third party, United Stone, were responsible for the dropping of the draft of tons of stone on the bridge causing it to collapse.

There is, in addition, the ordinance forbidding overloading (Administrative Code, § C26-551.0), which the jury found Habern did not violate.

Obedience to neither of these ordinances could protect against the force of the impact, measured at fifty tons by Habern’s witness, on the shed, of the draft of stone weighing one and a half tons. The testimony of plaintiff’s own expert, if believed, would not change the result.

Plaintiff cites a number of cases where municipalities were held liable for obstructions permitted to be maintained in public streets, as a result of which, coupled with intervening acts of negligence by third parties, the plaintiffs were injured. (Cohen v. Mayor of City of New York, 113 N. Y. 532; Wells v. City of Brooklyn, 9 App. Div. 61; Murphy v. Leggett, 29 App. Div. 309, affd. 164 N. Y. 121; Frank v. Village of Warsaw, 198 N. Y. 463.) They are not pertinent, assuming that their authority has not been impaired. They involve situations where the courts explicitly held that the accidents, precipitated by intervening acts of negligence, were or may have been foreseeable as a result of not keeping the streets free from the obstructions.

The Court of Appeals, in the case of Palsgraf v. Long Is. R. R. Co. (248 N. Y. 339), made clear the principle that must control in fixing liability.

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Bluebook (online)
281 A.D. 278, 119 N.Y.S.2d 192, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ranney-v-habern-realty-corp-nyappdiv-1953.