Kirsch v. Dondlinger & Sons Construction Co., Inc.

482 P.2d 10, 206 Kan. 701, 1971 Kan. LEXIS 346
CourtSupreme Court of Kansas
DecidedMarch 6, 1971
Docket45,904
StatusPublished
Cited by9 cases

This text of 482 P.2d 10 (Kirsch v. Dondlinger & Sons Construction Co., Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Kirsch v. Dondlinger & Sons Construction Co., Inc., 482 P.2d 10, 206 Kan. 701, 1971 Kan. LEXIS 346 (kan 1971).

Opinions

The opinion of the court was delivered by

Harman, C.:

This is a negligence action brought by an architect against a general contractor and a subcontractor for personal injury sustained on a construction job. Following presentation of plaintiff’s evidence before a jury the trial court sustained both defendants’ motions for directed verdict and for involuntary dismissal. Plaintiff appeals.

Plaintiff’s evidence revealed the following:

Plaintiff, an architect with about fifteen years’ experience, was a partner in an architectural firm which had been employed by the Catholic Diocese of Wichita to design and oversee construction [702]*702of the Madonna High School in Wichita. Defendant Dondlinger and Sons Construction Company, Inc., was employed as the general contractor to construct the building. Defendant Cecil E. Jordan was employed as a subcontractor to install ceiling lath throughout the building.

Plaintiffs responsibilities included design and preparation of plans and specifications and inspection of the building and work in progress to see that the work was being properly done. He was required to make routine unsolicited inspections and also, when the contractor contacted him about particular problems, to inspect and consult with the contractor. On April 5, 1966, plaintiff was called to the construction site by defendant Dondlinger to make such a requested inspection and, while making that inspection, suffered the injury to his eye which is the basis of this suit.

At the time of the incident, the project had been seventy-five per cent completed. The building had been enclosed but its interior had not been finished and doors and trim had not yet been installed. The auditorium where the incident occurred was rectangular with a flat roof. The ceiling had a contour, the front portion being flared with the low point at the space between the stage and the seating area. There had been scaffolding erected under the ceiling on a contour the same as the ceiling so that the various workmen could stand on the scaffolding while working on the ceiling. The scaffolding was constructed by placing 4 X 4’s upright and nailing 2 X 8’s or 2 X 10’s across them to lay planking on. The planking consisted of 2 X 10’s with two to four inch spaces between the planks.

Defendant Jordan’s employees had installed metal lath on the ceiling over part of the auditorium, commencing at the rear and working toward the stage. The lathing work entails the hanging of metal channel bars from cross-bars on the underside of the roof and the wiring of sheets of metal lath to the bottoms of the channel bars. The metal lath is a black mesh-like material which comes in sheets eight feet long and twenty-eight inches wide. When it is being tied by wire to the channel bars, it is overlapped an inch on the sides and is also overlapped on the ends. The channel bars are thirteen and one-half inches apart so that a sheet of metal lath is attached to eight channel bars crossing the seven spaces between such bars. The metal lath is later covered and impregnated with plaster to form the finished ceiling of the interior portion of the building.

[703]*703According to the testimony of a metal lather employed by defendant Jordan, produced as a witness for plaintiff, the customary method of attaching laths is to wire partially a complete row of sheets overlapping on the sides before starting on the next row; when a new row is started it must be overlapped with the ends of the previous row; the specifications require the overlapping; for this reason, the ends of the metal lath sheets toward which the work is progressing are left unwired and hanging until the next row is wired; in this matter the wiring of the laths to the channel bars at the ends of the laths, where they overlap, is done only once; the metal lath is flexible material and tends to hang down from its own weight until firmly wired on all channels above it. Plaintiff testified that in his experience of inspections he did not normally encounter metal lath hanging down.

Jordans employees had to terminate their work at the end of March, 1966, because the scaffolding was not up over the front half of the auditorium. They had installed the lath as far toward the stage as they could with the scaffolding provided. They left the last twenty-seven inches of lath hanging down so it could be lapped over the next sheets to be put up after scaffolding was provided. This lath hung down one to two feet below the ceiling level.

Some time between March 31 and April 5, 1966, the scaffolding had been moved toward the stage by Dondlinger employees for the purpose of enabling the lathers and other tradesmen to complete their work in the ceiling area of the auditorium. The lathers and other workers in the auditorium had previously used strings of temporary electric lights. Retween March 31 and April 5 the electric company was in the process of installing permanent electrical conduits and connections and for this reason electricity was not available for either temporary or permanent artificial light in the auditorium and no artificial lighting was in operation at the time of the incident. Natural light entered the auditorium through four double door spaces at the back of the auditorium, one door on each side of the auditorium at the juncture of the stage and the auditorium, a door at the rear of the stage, and a smoke-hatch opening in the ceiling over the stage. There was a low level of illumination from the light entering those sources and though the lighting was inadequate for workmen to work by, plaintiff, at the time in question, could see the decking adequately and sufficiently to traverse [704]*704the scaffolding to any point necessary. The stage area of the auditorium was lighter than other areas and the light grew progressively dimmer as one moved away from the stage area.

On April 5, 1966, plaintiff went to the construction site and was met by Dondlinger s vice-president and its construction superintendent. The vice-president requested plaintiff to accompany him to the auditorium to check the manner in which the channel bars for the metal lath ceiling had been hung by the lathers. The vice-president led plaintiff through the auditorium and up a ladder near the stage area to the top of the scaffolding with the superintendent following immediately behind. Upon reaching the top of the scaffolding plaintiff began inspecting the suspension system as requested. He inspected the area immediately adjacent to where the ladder was and then proceeded toward the back of the auditorium. He made no request for any kind of lighting. The vice-president remained near the ladder while the superintendent followed immediately behind plaintiff. After taking about five steps from where the vice-president was standing, plaintiff encountered the hanging metal lath, which punctured his eye.

The black ceiling lath could not be seen against the darkened ceiling and though the superintendent knew the metal lath was hanging down, neither he nor the vice-president gave plaintiff any warning whatsoever.

The foregoing evidence consisted of testimony by plaintiff, a metal lather employed by Jordan, and that of the two men who were with plaintiff on the scaffold at the time of his injury. An examining physician testified plaintiff stated to him that it was dark at the time his eye was injured.

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Kirsch v. Dondlinger & Sons Construction Co., Inc.
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Cite This Page — Counsel Stack

Bluebook (online)
482 P.2d 10, 206 Kan. 701, 1971 Kan. LEXIS 346, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kirsch-v-dondlinger-sons-construction-co-inc-kan-1971.