Dishington v. A. W. Kuettel & Sons, Inc.

96 N.W.2d 684, 255 Minn. 325, 1959 Minn. LEXIS 603
CourtSupreme Court of Minnesota
DecidedMay 15, 1959
Docket37,539
StatusPublished
Cited by16 cases

This text of 96 N.W.2d 684 (Dishington v. A. W. Kuettel & Sons, Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dishington v. A. W. Kuettel & Sons, Inc., 96 N.W.2d 684, 255 Minn. 325, 1959 Minn. LEXIS 603 (Mich. 1959).

Opinion

Matson, Justice.

Plaintiff appeals from an order denying his motion for a new trial solely on the issue of damages or in the alternative for a new trial on all issues and granting defendant’s motion for judgment notwithstanding the verdict and from the judgment entered pursuant thereto.

Prior and subsequent to February 4, 1956, plaintiff was employed by St. Mary’s Hospital in Duluth as a maintenance engineer particularly responsible for electrical work. During the years 1955 and 1956 a new 9-story wing was under construction on the west end of the existing building. Seven principal contractors were engaged under the general contractor. Defendant was a subcontractor of the new wing and engaged by the principal contractors who held the steampiping, heating, and ventilating contract.

On Saturday, February 4, 1956 — the date when plaintiff was injured —the exterior structure of the new wing was nearly completed. The steel superstructure was completed to the ninth floor. The masonry was up to about the seventh floor. On Saturdays no construction work was done, the outside doors were locked, and there was little light inside the new wing. The lightest area was near the west wall where plastic cloth covering the windows admitted some light. At about 11 a. m. plaintiff, aided by a flashlight, entered the new wing through a tunnel leading from the old building to the north side of the newly constructed part. *327 He had been ordered by the maintenance superintendent of the hospital to read the steam-condensate meters once per week, which meters were located in a subbasement in the new wing’s northwest comer. These meters measured the amount of condensed steam used by and eventually paid for by the contractors.

After plaintiff had read the condensate meters, he did not retrace his steps eastward along the east-west corridor and tunnel back to the old budding. Instead he proceeded southerly from the northwest corner along a north-south corridor parallel to the west wall of the new wing. He intended to go to the southeast corner of the new wing (where three electrical outlets connected to the hospital electrical circuit were located) to see if any construction workmen had left any burning lights connected to the hospital circuit. Although the subcontractors had their own separate electric meters in the subbasement of the new wing, plaintiff had found on previous occasions that the electrical subcontractor had attached some of its electrical equipment to the hospital circuit. Plaintiff testified that on previous Saturdays he had found strings of burning lights connected to the hospital circuit. Furthermore, on several occasions during construction, 60-amp. fuses on the hospital electrical circuit had blown, resulting in a complete shutdown of electric lights and appliances in the kitchen. Evidence existed from which the jury could find that the cause of the fuse blowouts was attributable to the use of the kitchen circuit for electrical tools and lights of the workmen.

The defendant had never used the hospital circuit outlets and there was no evidence that it had any notice or knowledge that any of the contractors had used them. Defendant had used only electrical current flowing through the heating contractor’s separate meter in the subbasement of the new wing, under arrangement with the heating contractor.

In going in a southerly direction from the northwest corner, after having checked the condensate meters, plaintiff had a choice of two routes. These two north-south routes or corridors were separated from each other by a low wall or parapet of a height of 37 inches. The corridor to the east of this parapet was customarily kept open for the passage of workmen and the transport of materials. The one to the west of the -parapet was occupied by the electrical contractor’s workshop and by the *328 defendant’s sheet metal shop. Plaintiff testified that he started to walk down the east side corridor hut found it partially blocked by scaffolding whereupon he elected to turn back and enter the workshop corridor on the west side of the parapet. This latter corridor is flanked on the east by the parapet and on the west by the outside wall. Along the parapet are pillars located about 10 feet apart, and these pillars protrude into the corridor about IVz feet. Opposite the parapet-wall pillars are corresponding outside-wall pillars which extend into the corridor about 13 inches. Although from the parapet to the outside wall the corridor has a width of 19 feet, its width between the opposing pillars is only 15 feet and 3 inches.

In entering the workshop corridor plaintiff first passed through the space used as an electrical workshop and then approached the space occupied by the defendant’s workbench and sheet metal shaping machine. Defendant’s workbench was 32 inches high, 7 feet wide, and 14 feet long and stood with its westerly end about a foot from the outside wall and its easterly end pointing at right angles toward the parapet-wall space between two pillars. Between the east end of the workbench and the parapet wall was a space about 4 feet wide. The two parapet pillars, however, protruded to such an extent that only about IV2 to 2Vz feet clearance existed between the corner of each pillar and the corner of the workbench. Leaning or standing against the east end of the workbench were 27 sheets of 22-gauge sheet metal weighing over 33 pounds per sheet and 10 to 15 sheets of 24-gauge sheet metal weighing over 27 pounds per sheet. These sheets, each 3 feet wide and 8 feet long, were stacked together on edge, long side down, against the east end of the workbench. About 6 inches of the sheet metal stack extended from each side of the bench. The total weight of the metal was between 1,100 and 1,300 pounds. In aggregate the sheets were from 1% to 2 inches thick.

Plaintiff first observed the sheet metal when he was 4 to 6 feet from the bench. As he reached the bench he put his hand on the edge of the pile using it like a banister. When he reached the middle of the sheet metal stack, he again put his hand on the edge. The end sheets began to “feather.” Plaintiff attempted to hold the pile in place but despite his efforts the whole pile of metal fell upon him, pinned his left foot under his right knee, and cramped plaintiff tightly against the parapet *329 wall. Unable to remove the sheets, plaintiff remained in this position for about a half an hour before help arrived.

Plaintiff brought this action alleging defendant’s employees were negligent in improperly stacking the sheet metal in a position so nearly perpendicular that it would easily fall. Medical testimony indicated plaintiff has suffered a permanent 30-percent loss of the use of his right leg and that he probably will always limp and never be able to run. His medical and hospital expenses exceeded $2,500 and he had a loss of wages in excess of $700. The jury gave him a verdict of $6,192.

Did the trial court err in denying plaintiff’s motion for a new trial on the issue of damages alone or in the alternative for a new trial on all issues, and in granting defendant’s motion for judgment notwithstanding the verdict?

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Cite This Page — Counsel Stack

Bluebook (online)
96 N.W.2d 684, 255 Minn. 325, 1959 Minn. LEXIS 603, Counsel Stack Legal Research, https://law.counselstack.com/opinion/dishington-v-a-w-kuettel-sons-inc-minn-1959.