Fetterman v. Production Steel Co. of Illinois

124 N.E.2d 637, 4 Ill. App. 2d 403
CourtAppellate Court of Illinois
DecidedMarch 7, 1955
DocketGen. 46,430
StatusPublished
Cited by29 cases

This text of 124 N.E.2d 637 (Fetterman v. Production Steel Co. of Illinois) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Fetterman v. Production Steel Co. of Illinois, 124 N.E.2d 637, 4 Ill. App. 2d 403 (Ill. Ct. App. 1955).

Opinion

MR. PRESIDING JUSTICE BURKE

delivered the opinion of the court.

Robert Petterman brought an action against Production Steel Company of Illinois and A. T. Herlin & Son, Inc., to recover damages for injuries sustained as the result of falling from a scaffold which had been erected by the latter at the site of a building construction project in Broadview, charging that the defendants in the erection and maintenance of the scaffold were guilty of negligence and of violating section 1 of the Scaffolding Act (par. 60, ch. 48, Ill. Rev. Stats. 1953 [Jones Ill. Stats. Ann. 45.101]). The steel company was the owner of the building being constructed and A. T. Herlin & Son (hereinafter called defendant) was a subcontractor engaged in doing the bricklaying on the project. Defendant erected and used the scaffold. Plaintiff was an ironworker employed by Abell-Howe & Company, the general contractor, which also did the structural ironwork. The defendant was found guilty with damages assessed at $50,000 and the steel company was found not guilty. The defendant appeals. Plaintiff has not filed a cross-appeal as to the steel company and it is no longer in the litigation. The court allowed a motion for a directed verdict as to the charge of common-law negligence and the sole issue submitted to the jury was the charge of violation of the Scaffolding Act.

Defendant maintains that the court erred in refusing to enter judgment in its favor because the Scaffolding Act is not applicable to the facts. It says that plaintiff, by his conduct in climbing the outside interlacing of the scaffold rather than using the ladder which had been provided and was available, used the scaffold in such an irregular, unwarranted and uncustomary manner as to make the Scaffolding Act inapplicable and that it was not contemplated that the Act be made applicable regardless of the use or abuse to which the scaffold should be put. Plaintiff insists that whether his injury was the proximate result of defendant’s willful violation of the Act was a question of fact under the evidence and that he was injured when the guardrail protecting the working surface of the scaffold came apart. In deciding this point we view the evidence and the inferences drawn therefrom in the aspect most favorable to plaintiff.

On March 3, 1952, the steel company was in the course of enlarging its plant by having built for it an addition which extended 300 feet north and south and 80 feet east and west. The defendant (the brick contractor) was maintaining a scaffold extending 80 feet along the entire west wall of the addition, then around the northwest corner as a continuing scaffold for 30 to 40 feet along and against the north wall. The floor of the scaffold throughout its length was 20 feet above the ground. Plaintiff was a structural ironworker. He had been employed by Abell-Howe & Company when the steel framework was originally constructed in January 1952. Then the defendant commenced to do the brick work. The bricklayers, starting at the ground level, used a scaffold as their work progressed. It is described as a pipe type scaffold which defendant leased in 1949 and had been in use by it on various jobs to the day of the trial. That type of scaffold consists of various brackets, bars and crossbeams designed to fit into corresponding parts so that the scaffold could be built on and added to in order to reach any desired height or length. At the top level of the scaffold where the wooden platform was laid was an outside extension bracket. The bracket consisted of two triangles, one approximately 20 x 20 inches and a smaller compensating triangle bolted to the larger triangle. A sleeve or socket was welded to the side of the smaller triangle. A two-inch pipe fitted into this sleeve or socket and formed the upright bar of an angle iron handrail which extended aronnd the exterior of the scaffold. There were two stnds affixed to the npright bar, one at the top and one at a point approximately in the center. Seven-foot angle irons which formed the handrailing were placed over the studs on the upright bar so as to form the handrail. The angle irons were fastened onto the studs by means of wing nuts.

The extension bracket was designed to bear the same weight as the other parts of the working platform and to support the weight of a 200-pound man standing on the edge of the bracket next to the upright post. The post also would support the same weight. Plaintiff weighed between 180 and 185 pounds. Plaintiff, his foreman and other ironworkers, had commenced to work at another project that morning. During the morning they came over to the steel company’s project for the purpose of installing a steel beam, also referred to as a sash strut, in the north wall near the northwest corner. This installation became necessary because of a change in the plans decided upon between the steel company and the general contractor. Defendant was not consulted in reference to the change in plans. Plaintiff and his coemployees brought with them the steel beam, a movable crane with which it was to be hoisted to its place and other necessary equipment. Defendant’s bricklayers stopped working at the part of the wall where the strut was being placed. While plaintiff and his foreman were erecting the sash strut one of defendant’s brickmasons came to the place where they were working and measured to see if the cement coping used to top the brick wall would fit. We conclude that the employees of the defendant knew of the change being made in the construction of the building.

Plaintiff testified that under the direction of his foreman he went onto the scaffold three or four times prior to the occurrence. On the first occasion he walked from where he had been standing for a distance of 60 to 65 feet to a ladder extending np to the floor level of the scaffold. The ladder was inside the building and extended through an opening in the scaffold. It was at a point on the scaffold along the west wall of the building addition and near the southwest end of the construction work. He climbed the ladder to the scaffold floor, walked along the scaffold for the distance which it extended along the west side of the addition, walked around the northwest corner of the scaffold and then eastward for a distance of about 20 feet to the point where the steel installation was to be made. The crane run was about 3 feet above the level of the scaffold floor and one could easily step from that floor onto the crane run. He then returned to the ground floor level by retracing his steps along the scaffold to the place where he had'previously been, beneath the point where the installation was to be made. On two or three additional occasions, making a total of either three or four times that morning, he walked the 60 to 65 feet to the ladder, ascended it, walked around the scaffold to where the steel beam was to be installed and retraced his steps to the ground level. On each of these occasions he used the ladder going up and coming down.

The steel beam was hoisted to a strut at the west end. When it was affixed to the strut at the east end it was discovered that the holes did not match. Plaintiff was sent down to get the torch so as to cut the holes a little larger. He returned to the ground, again using the ladder at the southwest corner. He wheeled two tanks of acetylene and oxygen over to a point north of the scaffold and at a point underneath where the sash strut was to be erected, which was about 20 feet east of the west edge of the scaffold.

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Bluebook (online)
124 N.E.2d 637, 4 Ill. App. 2d 403, Counsel Stack Legal Research, https://law.counselstack.com/opinion/fetterman-v-production-steel-co-of-illinois-illappct-1955.