Wilson & Toomer Fertilizer Co. v. Lee

106 So. 462, 90 Fla. 632
CourtSupreme Court of Florida
DecidedDecember 4, 1924
StatusPublished
Cited by20 cases

This text of 106 So. 462 (Wilson & Toomer Fertilizer Co. v. Lee) is published on Counsel Stack Legal Research, covering Supreme Court of Florida primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Wilson & Toomer Fertilizer Co. v. Lee, 106 So. 462, 90 Fla. 632 (Fla. 1924).

Opinions

*634 Terrell, J.

About five o’clock June 6, 1921, W. F. Lee, aged thirty-four, while in the employ of Wilson & Toomer Fertilizer Company erecting a warehouse, was struck by an A Frame Derrick, fell from an elevated scaffold striking head first on the floor twenty-two feet below, and as a result of the fall was instantly killed.

The derrick was rigged on the scaffold from which Lee fell, and was twenty-two feet and six inches tall, seven foot base made of 2x6’s with 2x8 base.

Nora Lee, the widow of the deceased F. F. Lee, brought an action claiming damages in the sum of $100,000.00. The second count of the declaration alleges negligence in that the derrick was equipped with only two guy ropes when it should have been equipped with three, while the third count alleges negligence in that the derrick was improperly constructed, having insufficient base projection beyond the uprights making it an unsafe appliance to work with. The first and fourth counts were eliminated.

To these allegations of negligence in addition to the general issue, the defendant, Wilson & Toomer Fertilizer Company, pleaded contributory negligence of the deceased, negligence on the part of fellow servants of the deceased, and assumption of risk.

At the conclusion of plaintiff’s testimony motion for an instructed verdict in favor of the defendant was denied. The jury found for the plaintiff in the sum of $15,000.00, a new trial was denied, final judgment was entered on the verdict, and writ of error was taken.

The evidence is without material conflict as to the foregoing facts and the further fact that the deceased had been working for the defendant as a carpenter about three weeks in what was called the rigging gang, which had charge of the hoisting and placing of new timbers necessary to complete the upper frame work of the structure. The derrick in question was used for this purpose and was constructed *635 about two weeks prior to the accident by two carpenters on the job under direction of the foreman Crews.

The evidence further shows that Lee assisted in moving the derirck from time to time, that it had been moved about twenty-five minutes prior to the accident, that Lee and Burris were the only men on the scaffold at the time of the accident, that when first constructed the derrick was anchored by three guy ropes, but at the time of the accident, and for several days prior thereto it was anchored with only two guy ropes, that the derrick was not secured in any manner except by the two guys, that it fell when lifting the first timber after it had been placed in that position, that there was a side strain on the derrick on account of the location of the snatch block or hoisting line, that on previous occasions the derrick had-raised slightly on one foot and that one Matox was the leader of the rigging gang.

The witness Burris who was on the scaffold with Lee at the time described the accident substantially as follows: ‘ ‘ The men below pulled on -this rope, pulled this timber up to the scaffold, about twelve inches above the scaffold, which they hollered to us to land. # * * I told Mr. Lee to take that end over there and place it, so he took his end and put it down and stooped down, holding it. * * * 1 was standing with one foot on the scaffold where I was going to land the timber and the other on the scaffold where the ‘A’ frame was standing, and just as I went to pull my end of the timber out of the way to get it in line, that is, so they could slack the rope and let it down, I felt this derrick move with my left hand, and I hollered to Mr. Lee and all the rest to ‘Look out,’ and I turned loose the timber and jumped behind the derrick * * * and I ran behind it and the derrick raised up, and as it did, it caught him in the waist line and slung him loose so that he fell. ’ ’

A drawing of the derrick and scaffold on which it was placed at the time of the accident was filed as evidence and *636 made part of the record here. For the purpose of analyzing' and showing its behavior we deduce from this drawing the following blue print or horizontal projection marked “B”:

As shown by the testimony the derrick was resting on a scaffold twenty-two feet above the first floor of the building being constructed. It consisted of an “A” frame twenty- *637 two feet, six inches high coming to a point at the top and having a base of seven feet. The “A” frame was supported by one guy line passing from its top in a plane at right angles to the base and in a direction backward or toward the slope of the “A” frame. (The guy line in front of the “A” frame in the direction away from its slope had no influence on its failure or overturning and is omitted.) Prom the top of the “A” frame was rigged a two-part line, one end of which was fastened at its apex and the other end passed downward through a pulley attached to the weight, thence upward through a pulley at the top of the “A” frame, thence to a pulley or snatch block attached to a support below partly in front of and partly to one side of thé “A” frame. This pulley fixed the direction of the “pull” upon the “A” frame and provided a change in direction for affording a favorable purchase for the five men working at the power end of the line.

By application of well-known natural or mechanical laws, figure 1 of “B” shows that (neglecting a negligible increment “1” for overcoming inertia and ignoring friction) the result of a pull of 375 pounds on the hoisting line to raise a weight of 750 pounds by a two-part line produced a horizontal thrust of 150 pounds at the top of the “A” frame tending to overturn same in a direction parallel with its base.

Figure 2 of “B” shows the direction of the “resultant” of the weight of the suspended timber 750 pounds estimated plus the weight of the “A” frame 250 pounds estimated. In hoisting the timber the resultant force therefrom passed through the base of the “A” frame at the point “N.” Attention is directed to the fact that “N” is very near the end of the base, and that the “resultant” is nearly at its critical angle.

Figure 3 of “B” is the same as figure 2, except the “Eesultant” has been drawn so as to pass at the end of the *638 base of the “A” frame at which point the structure is then in equilibrium. A horizontal thrust of thirteen pounds in addition to that shown in figure 2 in a direction parallel with the base toward “N” placed the “A” frame in equilibrium about the point “N.” A thrust as above in excess of thirteen pounds would cause it to overturn.

From the foregoing analysis represented by figures 1, 2 and 3, the conclusion is inevitable that a pull upon the hoisting line tended-to overturn the “A” frame, that the weight of the “A” frame plus the weight of the suspended timber tended to stabilize the “A” frame, that the pull on the hoisting line opposed to the weight of the “A”

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Bluebook (online)
106 So. 462, 90 Fla. 632, Counsel Stack Legal Research, https://law.counselstack.com/opinion/wilson-toomer-fertilizer-co-v-lee-fla-1924.