Rivera v. Goodenough

162 P.2d 498, 71 Cal. App. 2d 223, 1945 Cal. App. LEXIS 880
CourtCalifornia Court of Appeal
DecidedOctober 22, 1945
DocketCiv. 12820
StatusPublished
Cited by7 cases

This text of 162 P.2d 498 (Rivera v. Goodenough) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rivera v. Goodenough, 162 P.2d 498, 71 Cal. App. 2d 223, 1945 Cal. App. LEXIS 880 (Cal. Ct. App. 1945).

Opinion

PETERS, P. J.

Plaintiff was employed as a carpenter by Summerbell Roof Construction Corporation. That company had a subcontract with defendant Goodenough, the general contractor, to construct and install certain trusses to support the roof of a warehouse being built for the Sutter Packing Company by defendant. While installing the trusses plaintiff was injured when one of the posts erected by defendant to support the trusses fell over while plaintiff was working on a ladder braced against the post. Plaintiff in intervention is Summerbell’s compensation carrier. The theory of the action is that defendant negligently erected and braced the post, which negligence proximately caused the injuries of which complaint is made. Defendant denied that he was negligent and affirmatively pleaded contributory negligence on the part of plaintiff. The cause was tried before a jury. A verdict was rendered for defendant. From the judgment entered on the verdict plaintiff and plaintiff in intervention appeal.

The warehouse under construction was about two hundred and fifty feet long and one hundred and sixty feet wide. The exterior walls were to be of reenforced concrete, and the roof of tar and gravel. Running north and south down the center of the building, and along both sides, were rows of posts to support the trusses. Under the terms of the contract between *227 Summerbell and defendant it was the duty of the defendant to erect and brace these posts. The trusses were to be constructed by Summerbell and to be installed by it on the tops of these posts. The posts were ten inches square and twenty feet apart. Bach weighed close to five hundred pounds. Two metal saddles were bolted to the top of each post, forming a channel into which the ends of the trusses were to be bolted. Each post ivas set in a metal plate embedded in a concrete base. This base extended three and one-half feet above the floor and was sunk four feet into the ground. The tops of the posts were twenty-seven feet above the floor level. To hold the posts plumb, and to keep them in position while the trusses were being installed, each post was braced by defendant. To accomplish this, a two-by-four pointed stake twenty-six to thirty inches long was driven into the ground west of each post. This stake was driven to the “point of refusal,” i. e., to the point where the stake could not be driven further without splitting. The depth varied dependent upon soil conditions. Defendant fixed the proper depth at from fifteen to eighteen inches, while other witnesses fixed it at a slightly less distance. A two-by-four stringer was nailed about three or four feet from the top of each post on the north side extending diagonally down to the stake to which it was nailed with four-inch spikes. Another two-by-four was nailed to the bottom of the post just above where it came into contact with the concrete base, and it too was nailed to the stake. This stringer was nailed to the south side of the post and stake. If any stake was not securely embedded in the ground, when the spikes were driven into the stake, the force exerted would loosen the stake and it would be replaced. In addition to this bracing a two-by-six “ribbon” was nailed from one post to the next about three or four feet from the top of each post. This ribbon was nailed to the east side of the posts. There was no stake bracing of any kind on the east side of the posts, the evidence being to the effect that the east side of the posts had to be kept clear to install the trusses.

All of the posts had been installed and braced on the day of the accident. Plaintiff, together with others of his crew employed by Summerbell, was engaged in installing the trusses. Bach truss was sixty-three feet long and weighed over fifteen hundred pounds. The end of each truss was equipped with a shoe which fitted into the saddle on the top of the post to which it was bolted. In installing a truss a *228 movable boom elevated it to a position above the tops of the posts where two employees of Snmmerbell, working from ladders, one at the post at the wall of the building and one at the corresponding post in the center of the building, fitted and bolted the ends of the truss into their saddles. Six trusses had been so installed before the accident. The accident occurred while the seventh truss was being installed. Plaintiff testified that he performed his part of the job the same each time.

The seventh truss was elevated into position above the posts. Plaintiff and his witnesses testified that it did not strike the posts. There was substantial evidence, however, that after the accident the saddles on post number seven were badly bent, from which it could reasonably be inferred that the truss did hit the pole. This clearly was a jury question.

Plaintiff testified that on the preceding posts, and on the seventh post, he placed his ladder against the southwest corner of the post at an angle of forty-five degrees. He testified that this was the only practical place to put his ladder—that it could not be placed against the west side because of the braces, nor against the north or south side because of the ribbon, nor against the east side because he would then be working directly under the overhanging truss. He also testified that the ladder could not be placed against the ribbon because the ribbon was too low and he would overbalance the ladder. It should be here noted that by placing the ladder against the southwest corner of the post, when plaintiff ascended the ladder the weight of the ladder and plaintiff’s weight (in excess of two hundred and thirty pounds) were exerted against the post in a direction that would naturally have a tendency to pull against the stake bracing, and would have a tendency to pull the stake from the ground. In other words, such weight was exerted towards the unbraced side of the post. Had the ladder been placed against the east side of the post or against the ribbon it would have had a tendency to push against the stake and force it deeper into the ground. Several of the defendant’s witnesses, all carpenters of many years’ experience, testified that placing the ladder against the southwest corner of the post was an obviously unsafe procedure and that it would have been practical to place the ladder against the east side of the post or ribbon. They flatly contradicted plaintiff’s assertion that such procedure was not practical or that the ribbon was too low to permit this to be done. The question as to whether plaintiff exercised *229 due care for his own safety was clearly one of fact for the jury and its implied finding that he did not cannot be disturbed.

Plaintiff ascended the ladder and when he was a few feet from the top he felt the post give way. He tried to descend and then was forced to jump. He thus received the injuries for which this action was instituted.

When the post fell it struck a pile of lumber and came to rest with its top sticking up in the air. It is a reasonable inference that the top of the post did not hit the ground or the lumber, and that the bending of the saddles on the post must have occurred from the truss striking the post. When the post fell, the bracing stake pulled out of the ground, the two-by-four stringers remaining attached thereto.

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Cite This Page — Counsel Stack

Bluebook (online)
162 P.2d 498, 71 Cal. App. 2d 223, 1945 Cal. App. LEXIS 880, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rivera-v-goodenough-calctapp-1945.