Casey v. William Grace Co.

168 Ill. App. 488, 1912 Ill. App. LEXIS 1168
CourtAppellate Court of Illinois
DecidedMarch 14, 1912
DocketGen. No. 16,132
StatusPublished
Cited by1 cases

This text of 168 Ill. App. 488 (Casey v. William Grace Co.) 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
Casey v. William Grace Co., 168 Ill. App. 488, 1912 Ill. App. LEXIS 1168 (Ill. Ct. App. 1912).

Opinion

Mr. Justice Gridley

delivered the opinion of the court.

This is an appeal from a judgment of the Superior Court of Cook county for ten thousand dollars in an action for personal injuries, resulting in the death of William Frost, brought by the administrator of the estate of said Frost against William Grace Company. The accident occurred on February 24, 1905, and the judgment was rendered on April 17, 1909.

On the trial before a jury the defendant, introduced no evidence. From the evidence of the plaintiff it appears that the deceased was a structural iron worker of about fourteen years’ experience and a servant of the defendant corporation, which, by certain of its employes, was engaged in making additions to the building, known as “The Fair,” located on the northwest corner of State and Adams streets, in the city of Chicago; that deceased was foreman of one of the “raising” or derrick gangs, engaged at the time of the accident in raising the iron, that is, when another gang known as the “bull” gang assembled the iron, the raising gang, with the aid of a derrick, put the columns, beams and girders into place, and this gang was in turn followed by the “riveting” gang, which riveted the irons and removed the temporary holts inserted by the raising gang"; that the building originally consisted of nine stories, and the new construction work was the erection of two additional stories — the tenth and eleventh — ‘between the old ninth floor and the old roof; that, to accomplish this, the roof and the old columns above the ninth floor, which supported the roof, were lifted up together by means of cribbings and jacks, and that when the roof with the old columns hanging therefrom was lifted sufficiently high, the new columns above the ninth floor were inserted, and after-wards the beams and girders of the tenth floor were placed and fastened in position, and that when this work was completed the old roof was similarly lifted and the columns above the new tenth floor inserted; that this work of lifting the roof was performed by another gang, known as “house movers,” or “Freistadt’s men;” that the building was made up of a large number of so called “panels” — that is, the spaces between four columns, which panels were about twenty feet square, and the distance between the floors from twelve to fifteen feet; that at the time of the accident the laying of all of the beams and girders of the tenth floor had been completed, and the several “raising” gangs were engaged in different panels of the building in placing iron in position above the tenth floor, most of the columns above the tenth floor were in, and, as one witness stated, the girders of three panels on the eleventh floor had been laid.

In order the better to understand the circumstances surrounding the accident, it is proper to describe more fully the particular construction of the building, and the methods employed in erecting the two additional stories. The four columns in each panel were connected by iron beams, the beams running north and south being known as “column beams,” and those running east and west as “girders.” At equi-distant intervals, running north and south, were two beams, known as “intermediate” beams, wbicb divided tbe panel into three rectangular divisions. The arrangement of the building was such that, for instance, the south girder of one panel was the north girder of the panel immediately south of it, and west column beam of one panel was the east column beam of the panel immediately west of it. On each side of each column beam, and about one foot from the beam, there were laid above the girders, from north to south, two long-timbers, each separated from the other by a small space, which were called “16"xl6" timbers.” These timbers were of such length that they extended from north to south over two panels, or more than one panel. But while these timbers were supported by the girders, they did not rest immediately upon them; they were “blocked up,” that is, blocking about three inches in thickness being laid on the girder, the bottom of the timbers was about three inches higher than the level of the top of the girder beam and the other beams. At the four comers of each column, and resting on said 16"xl6" timbers, the gang of “house movers,” or “Freistadt’s men,” placed the piles of cribbing, consisting- of 6"x6" timbers, about four feet long, which were used in the work of raising- the roof. There were four piles of cribbing surrounding each column. In order to have a convenient staging or scaffold to walk upon while doing this work, Freistadt’s men placed two 2" planks underneath and outside of each cribbing, running east and west about parallel with the girders. These planks were laid underneath the 16"xl6" timbers, which, as above mentioned, ran about parallel with the column beams, and were three inches above the level of the beams. These planks were about sixteen feet long, and extended over the column beam and the two intermediate beams, so that one end of the plank rested on the column beam, and the other end rested on the intermediate beam farthest away from the column beam, and the middle of the plank rested on the other intermediate beam. There being this three inch space between the bottom of the 16"xl6" timbers and the level of.the top of the beams, it is apparent that a two inch plank, placed on top of the column beam and intermediate beams, and underneath said timbers, would not be fastened, and would be liable to be moved out of position from one cause or another, and the evidence tends to show that “Freistadt’s men” endeavored to, and generally did throughout the building, securely fasten these planks by means of wedges, when they erected these scaffolds. The evidence also shows that, when the accident occurred, deceased and his gang of workmen were engaged in raising iron in a panel adjoining State street and the third panel south of the alley on the tenth floor, and that deceased, having occasion to get some blue print plans, which were deposited in a cribbing, located in the fourth panel south of said alley and immediately southeast of the southwest column of said third panel, stepped upon one of these planks, which was underneath said cribbing and about fifteen inches south of the south girder of said third panel, and the plank gave way under his weight, and tipped, and he fell to the floor below, and sustained injuries, from the effects of which he subsequently died. The evidence also shows that the plank had been in place for eight or nine days, and had been used continuously by “Freistadt’s men” while putting up said cribbing, and, after they had completed their work at that particular point, by other workmen of the several iron gangs, that there had been no previous indications that said plank was unsafe, and that said plank, just prior to, or at the time of, the accident, may have slipped at its westerly end off of the column beam, permitting the deceased to fall, and that said plank was probably not fastened by any wedges above mentioned.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Beninghoff v. Futterer
176 Ill. App. 579 (Appellate Court of Illinois, 1913)

Cite This Page — Counsel Stack

Bluebook (online)
168 Ill. App. 488, 1912 Ill. App. LEXIS 1168, Counsel Stack Legal Research, https://law.counselstack.com/opinion/casey-v-william-grace-co-illappct-1912.