Starr v. Kreuzberger

61 P. 787, 129 Cal. 123, 1900 Cal. LEXIS 939
CourtCalifornia Supreme Court
DecidedJuly 9, 1900
DocketSac. No. 641.
StatusPublished
Cited by9 cases

This text of 61 P. 787 (Starr v. Kreuzberger) is published on Counsel Stack Legal Research, covering California Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Starr v. Kreuzberger, 61 P. 787, 129 Cal. 123, 1900 Cal. LEXIS 939 (Cal. 1900).

Opinion

CHIPMAN, C.

Action by an employee against his employers to recover damages for personal injury claimed to have been sustained through their negligence. The defendants claimed that the injury was the result of plaintiff’s carelessness. The cause was tried hy the court and plaintiff had judgment. Defendants moved for a new trial, and the appeal is from the order denying the motion. Some objections are made to the findings as contradictory and argumentative, but the principal question argued is that the findings are not supported by the evidence.

The injury resulted from the falling of a brick wall on which plaintiff was working as a bricklayer. The findings challenged were: “Finding III. That said brick wall was in an unsafe condition for the work for which plaintiff was employed and directed to perform, and which defendants knew, but of which plaintiff was ignorant. That while working, and through and hy the negligence of the defendants in employing plaintiff upon said work and directing him in the manner of performing the same, and without fault or negligence on the part of the plaintiff, the said wall fell upon and injured plaintiff,” etc. “Finding IV. That plaintiff did not have a better opportunity than the defendants of seeing and knowing the condition of said wall. That plaintiff was not guilty of carelessness or negligence in working upon said wall.”

Plaintiff was a journeyman bricklayer of thirty years’ experience. Defendants were partners and contractors for the work *125 being clone, Kreuzberger being an experienced bricklayer and contractor, and Harvie a carpenter and contractor. The work was being done on a small brick building, part of the premises of the City Brewery in Sacramento, attached to the east side of the main brewery building. It was a one-story brick structure, with a brick gable front. The improvement consisted in raising the building an additional story and adding to the thickness of the wall by building a new four-inch wall of pressed brick from the ground, upon and against the entire front. The roof was first detached from the walls of the building and raised to the required height and supported there free from the walls. The new wall was to be tied or fastened to the old wall by cutting out two courses of brick across the front every two feet and inserting therein what were called “headers,” or courses of brick, crosswise of the main wall, so as to connect the main with the new wall, and thus tie them together. These grooves were cut continuously across both buildings, as both were undergoing similar changes. We have to deal, however, with the smaller building and shall refer only to it. The walls of this building were originally twelve or fourteen inches thick from the ground up to the bottom of the ceiling joists, a distance twelve or fourteen feet. From this point a fire-wall extended upward “several feet above the bottom of the ceiling joists,” and was eight or nine inches thick, resting on the twelve-inch wall. "Upon this fire-wall was the front gable-end, of the same thickness as the fire-wall. Successive grooves were cut, and no question is made that this could be done safely in the thirteen-inch wall, but the last groove was cut about two inches below where the eight-inch fire-wall rested on the thirteen-inch wall, which undermined the fire-wall or gable>-end, and it fell upon and injured plaintiff while he was at work. Appellants say in their brief: “It is not denied that cutting this last groove, four and one-half inches deep into the thirteen-inch wall, two inches below the point where the nine-inch wall commenced, caused the nine-inch gable-wall to fall; and the whole question is whether the plaintiff is free from negligence in cutting this groove.”

It is conceded by both parties that there was no danger in cutting the grooves in the thirteen-inch wall, and all of them had been cut by direction of Kreuzberger as continuous grooves, *126 i. e., from end to end, without leaving any sections of the hricks in the grooves. There is evidence that where there is danger from the upper portion of the wall giving way when undermined in this manner, the proper and safe course to pursue is to leave portions of the wall, at intervals, undisturbed, but in the thirteen-inch wall this, it is conceded, was not necessary, and no such precaution was taken. There were six workmen on the job and all were on the scaffold at the time the last groove was reached, and they had begun work on it when defendant Kreuzberger appeared.

Plaintiff testified that he was employed by defendant Kreuzberger and was working under his direction, as it appears were the other workmen also; at the time of the accident they were worldng on a scaffold nine or ten feet high, and they had carried up the four-inch wall about twelve feet; plaintiff was working at the east end of this wall or corner of the building, and on his left were the other workmen at intervals along the scaffold; the top of the brick wall at the comer was so high above the scaffold that plaintiff could not reach to the top. He testified: "I am not certain how high that thirteen-inch wall extended up. There was a fire-wall on the building. I did not know at that time how high the fire-wall was. There was nothing on the front of the building, where I was working, to indicate where the fire-wall commenced. Standing upon that platform where I was at work I could look up and see that the firewall was an eight-inch wall at the top.....At the time we were cutting the slot, just before the wall fell, we had built up the four-inch wall to where the course of stone was put on, and that would stop our work until the stone masons had completed theirs. Mr. Kreuzberger came to me and said that he di,d not see how we were going to continue the work there; that the stone masons were in the way. But he says, ‘You can cut a slot through there for the next header, and then you and Corsaw go up to the Buffalo Brewery.’ I said, ‘Where will I cut?’ He turned to the wall and said, ‘Well, about here,’ putting his finger on the wall. I looked up and said, ‘Aren’t we getting pretty high?’ And he said, ‘No, that’s all right.’ Then Corsaw, standing inside of me, said: ‘Well, what’s the matter with cutting under the header?’ That would bring it two courses still lower *127 than he first indicated. He said, ‘All right, let it go at that, and have them all cut on the same line.’ He left then and went toward Mr. Day’s corner.....He came back and finally said, .... ‘Just cut that slot through, and you and Corsaw come up there, and the other boys will have to knock off.’ He turned then and left again. We went to work and cut where he told us—that is, under the header.” He then describes how the work proceeded, and how as the last brick was knocked out of the groove the wall fell over on them.

Plaintiff was given a very searching cross-examination as to what he meant when he said to Kreuzberger, “Aren’t we getting pretty high?” the purpose being to show that plaintiff was fully warned of the danger and knew as well as his employer did the exact conditions under which he was working. He testified: “The reason I asked him that question was to he sure that we were not cutting too high in that twelve-inch wall, so as not to cut into the eight-inch wall and through that wall. In other words, I wanted to he sure that we were not cutting too high. Q. In other words, you suspected you might be up where you might be cutting into the eight-inch wall? A.

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Bluebook (online)
61 P. 787, 129 Cal. 123, 1900 Cal. LEXIS 939, Counsel Stack Legal Research, https://law.counselstack.com/opinion/starr-v-kreuzberger-cal-1900.