Goebel v. General Building Service Co.

131 N.W.2d 852, 26 Wis. 2d 129, 1965 Wisc. LEXIS 964
CourtWisconsin Supreme Court
DecidedJanuary 5, 1965
StatusPublished
Cited by4 cases

This text of 131 N.W.2d 852 (Goebel v. General Building Service Co.) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Goebel v. General Building Service Co., 131 N.W.2d 852, 26 Wis. 2d 129, 1965 Wisc. LEXIS 964 (Wis. 1965).

Opinions

Currie, C. J.

The issue on this appeal is whether the trial court erred in denying the motion for directed verdict.

The question in the verdict which inquired whether defendant was negligent read:

“Was the defendant, General Building Service Company d/b/a Edward Passo, by its employees or agents, negligent with respect to the method in which it carried out certain repair work on the coping stones of the State Office Building?” 1

[132]*132The test to be applied in determining whether it was error to have denied the motion for directed verdict is whether there is any credible evidence in the record, which, giving it the most favorable construction, will sustain the jury’s answer “Yes” to this question. Schiller v. Keuffel & Esser Co. (1963), 21 Wis. (2d) 545, 124 N. W. (2d) 646. A resumé of the material evidence bearing on the issue of defendant’s negligence follows.

The state, owner of the building to be repaired by defendant, did not turn over possession to- defendant during the coürse of performance of defendant’s contract but continued to occupy the building. The contract provided that the state as owner and its representative, appointed by the state chief engineer and given the title of “Building Construction Superintendent,” should at all times have access to the work wherever it was in preparation or progress.

The contract contains this general explanation of the work required to be performed under its terms:

“The work includes, Steel Scaffold; Repairs to Masonry Coping and Masonry Pointing, Flashing, Gutters, Conductors, Remove part of Cupola, Roof remaining part of Cupola, Replace Ridges, Check all Flashing; Painting all Gutters, Conductors, Flashing, Ridges, Bays, Belts, Parts of Cupola; and all Door and Window Frames.
“Present Terra-Cotta Coping will be either repointed or removed where loose and reset in mortar. All other TerraCotta on the west, north, east and south elevations will be tuck pointed.”

This specific provision relating to the terra-cotta coping was also set forth in the contract:

“Care must be used in removing the loose units of TerraCotta. These removed units to be cleaned free of all mortar as well as the bed and then relaid. All joints in TerraCotta, glazed tile coping, brick, and stone work must be carefully cleaned of loose or deteriorated mortar.”

[133]*133Although the contract acknowledged the right in defendant to subcontract any of the work, the defendant agreed to be fully accountable to the state for the acts and omissions of the subcontractors.

Messmer, the architect who had prepared the plans and specifications for the work that were incorporated into the contract, when asked who had control of the work during the performance of the contract, testified, “The general contractor together with the architect and the state representative.” The contract provisions substantiate the correctness of this statement. While defendant, as general contractor, was required to provide competent and efficient supervision of the work, the contract also provided:

“The Architect shall have general supervision and direction of the work. . . .
“He shall make decisions on all matters relating to the execution and progress of the work, and to the interpretations of the Contract Documents. His decisions are subject to review by the State Chief Engineer or by arbitration. The Building Construction Superintendent, appointed by and responsible to the State Chief Engineer is the Architect’s immediate representative on the site of the work, with all the duties and responsibilities of the Architect.
“He has the authority to act for the Architect in all matters relating to the prosecution of the work and its installation in accordance with the specifications. He is also the Owner’s authorized representative in all matters requiring Owner approval or participation.”

The building was seven stories high. The west elevation of the building had three dormers projecting out of the roof in the general shape of inverted “Vs” and each of these dormers had terrk-cotta coping. At the lower edge of the roof out of which these dormers projected there was a line of gutters. On the morning of October 19, 1960, plaintiff was sent to the building by his employer who had a subcontract from defendant to do the sheet metal work. Plain[134]*134tiff’s mission was to measure the gutters. On arriving at the building he found that the framework of a steel scaffold had been erected across the entire west side of the building to a height of about three feet below, the gutters. The construction of the scaffold constituted part of the work to be performed by defendant under the contract. Defendant had subcontracted the erection of the scaffold. Plaintiff stood on the platform of a fire escape and placed a painter’s plank across the top of a section of this scaffold, and then crawled or walked out on this plank to measure the gutters.

While standing at the right of the south edge of the north dormer, he stretched out with his back in a somewhat horizontal position to measure a portion of the gutter to the south. While in this position a piece of the coping, which he described as a “stone,” fell approximately two and a half to three feet and struck him in the lower back. Plaintiff then reached back and with his left hand pushed the “stone” into the gutter where a fellow employee observed it a day or two later. Plaintiff described this piece of coping as having dimensions of 20 by 14 by 14 inches and estimated its weight to be from 30 to 40 pounds. He stated it had fallen from the lower southerly corner of the dormer. There were no eyewitnesses to the accident other than plaintiff.

The architect Messmer testified that there was only one chance in a million that this piece of coping could have fallen without some outside force being exerted on it. He explained that the piece of terra-cotta that fell was supported in place by the piece below which formed a base large enough to provide such support. Plaintiff, however, denied that he touched the piece of coping that fell prior to the accident. Messmer also testified that “at the time we got ■the order to make inspection for the state of Wisconsin of this building,” he had gone up on top of the roof and walked along and looked “at all of these copings.” He also had [135]*135stood across the street and examined the copings with high-powered field glasses. There was nothing noticeable to which Messmer called attention to the state regarding the two northerly dormers of the west elevation. He did call attention to the third piece of terra-cotta from the top in the coping of the south dormer which projected out about one-half inch and was in a dangerous position. This was two dormers removed from the place where plaintiff was injured. After the scaffold was erected Messmer made a further inspection from it and saw nothing dangerous that needed immediate attention except this projecting piece of coping in the south dormer. Messmer asked defendant to remove that particular piece first. He further testified that there was no noticeable deterioration at the place where the accident occurred.

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Pittman v. Lieffring
207 N.W.2d 610 (Wisconsin Supreme Court, 1973)
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153 N.W.2d 505 (Wisconsin Supreme Court, 1967)
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Goebel v. General Building Service Co.
131 N.W.2d 852 (Wisconsin Supreme Court, 1965)

Cite This Page — Counsel Stack

Bluebook (online)
131 N.W.2d 852, 26 Wis. 2d 129, 1965 Wisc. LEXIS 964, Counsel Stack Legal Research, https://law.counselstack.com/opinion/goebel-v-general-building-service-co-wis-1965.