Lyle v. National Surety Corporation

304 So. 2d 743
CourtLouisiana Court of Appeal
DecidedMarch 7, 1975
Docket4793
StatusPublished
Cited by5 cases

This text of 304 So. 2d 743 (Lyle v. National Surety Corporation) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lyle v. National Surety Corporation, 304 So. 2d 743 (La. Ct. App. 1975).

Opinion

304 So.2d 743 (1974)

William E. LYLE, Plaintiff and Appellee,
v.
NATIONAL SURETY CORPORATION et al., Defendants and Appellants.

No. 4793.

Court of Appeal of Louisiana, Third Circuit.

December 16, 1974.
Dissenting Opinion December 18, 1974.
Rehearing Denied January 9, 1975.
Writ Refused March 7, 1975.

*744 Plauche, Smith & Hebert by A. Lane Plauche, Lake Charles, for defendants-appellants.

*745 Dodd, Hirsch, Barker, Avant & Wall by James D. Thomas, II, Baton Rouge, Jules E. Guglielmo, Jr., and E. C. Hamilton, Lake Charles, for plaintiff-appellee.

McHale & Bufkin by Louis D. Bufkin, Raggio, Farrar, Cappel & Chozen by Frederick L. Cappel, Scofield, Bertstedt & Gerard by John B. Scofield, Lake Charles, Holt, Wagner & Lee by Richard E. Lee, Pineville, for defendants-appellees.

Before HOOD, CULPEPPER and WATSON, JJ.

CULPEPPER, Judge.

This is an "executive officer" suit. The plaintiff, William E. Lyle, was an ironworker employed by Hoover Construction Company, the steel erection subcontractor on the Lake Charles Civic Center job. While attempting to bolt up a jack truss, Lyle fell about 55 feet to the ground and received serious personal injuries. In this tort action plaintiff names as defendants: (1) George W. King, project manager for the general contractors, Southern Builders, Inc. and Tudor Construction Company, Inc., (2) Cecil Tull, steel expeditor and co-ordinator for the general contractors; (3) National Surety Corporation, liability insurer of King and Tull; (4) Vincent Piserell, foreman of Hoover's bolt-up gang; (5) Denver Nevils, foreman of Hoover's raising gang; (6) James T. Platt, the architect; (7) Safety Steel Service, Inc., fabricators of the steel being erected; (8) Southern Builders, Inc. and Tudor Construction Company, general contractors under a joint venture agreement; (9) Firemen's Fund Insurance Company, liability insurer of Hoover Construction Company, an unincorporated business.

The district judge sustained motions for summary judgment dismissing Southern Builders, Inc., Tudor Construction Company, Inc. and the insurer of Hoover Construction Company, on the grounds that plaintiff's exclusive remedy against these parties was for workmen's compensation benefits.

After a trial on the merits, a jury held: (1) Piserell and Nevils, foremen for Hoover, were free of negligence. (2) King and Tull, employees of the general contractor, were negligent. (3) Platt, the architect, was free of negligence. (4) Safety Steel Service, Inc., the steel fabricator, was free of negligence. (5) Lyle, the plaintiff, was free of contributory negligence. (6) Lyle is entitled to damages in the sum of $269,000. Pursuant to this verdict, judgment was rendered against King and Tull and their liability insurer, National Surety Corporation, for the sum of $269,000, the judgment against the insurer being limited to its coverage of $100,000. The defendants, King, Tull and National Surety Corporation, appealed.

The issues are: (1) Did King and/or Tull breach any personal duty owed to the plaintiff under the rules set forth in Canter v. Koehring Company, La., 283 So.2d 716 (1973)? (2) Was plaintiff guilty of contributory negligence?

There is little dispute as to the essential facts. Southern Builders, Inc. and Tudor Construction Company, a joint venture, entered into a contract with the City of Lake Charles to construct the Civic Center for the price of about 11 million dollars. Under this contract, the joint venture assumed all responsibility for safe working conditions.

One of the approximately 40 subcontracts was with Hoover Construction, an unincorporated business owned by Hoover Savant. The subcontract provided: "This subcontractor agrees to furnish all labor, materials, supervision, tools and equipment in order to accomplish the work described as follows:" Then follows a description of the work which consists of the unloading and erection of all structural steel.

The defendant, George W. King, was the project manager for the general contractor. He had over-all responsibility for the job. The defendant, Cecil Tull, was the steel expeditor and coordinator for the *746 general contractor. His duties were to see that the steel was made available to Hoover at the right time and place and to see that the steel was erected in accordance with the contract.

Denver Nevils, an ironworker foreman of many years experience, was employed by Hoover as foreman of the raising gang. Nevils and his men raised the steel into position according to the plans and specifications and secured it with bolts sufficient for safety of the bolt-up gang, which later bolted all steel firmly into its final position.

Vincent Piserell, also an ironworker foreman of many years experience, was employed by Hoover as foreman of the bolt-up gang. Plaintiff was a member of this gang. Piserell personally supervised the work done each day by plaintiff.

Plaintiff and Oscar Stine worked as a team on the bolt-up gang. On the morning of the accident, May 27, 1971, Piserell ordered them to do some final bolt-up work in the area of the roof over the theater section. This work included bolting up a jack truss which had been set in place by Nevils' raising gang. The jack truss consisted of a top and a bottom chord connected by diagonal steel braces. Over-all, the jack truss was about 28 feet in length and 6 feet in height. The truss was being installed horizontally between heavy steel beams which had already been finally fixed in place. The raising gang had placed two bolts in the point at each end of the top chord of the jack truss and one bolt in the point on the south end of the bottom chord. However, the raising gang had not put a bolt in the point at the north end of the bottom chord, because there was either a slight bend in the jack truss or it was slightly out of line with the lug of the beam to which it was to be bolted. The bolting of this fourth point was left by the raising gang to be done by the bolt-up gang. This a common practice in ironworking so long as the piece of structural steel is made sufficiently secure that it will be safe for an ironworker to walk on.

After receiving their instructions from Piserell as to the work to be done that day, which included bolting up the jack truss in question, Lyle and Stine climbed up and started to work. Lyle was working alone on the jack truss. He first completed bolting and tightening the three points of the jack truss in which bolts had aready been set by the raising gang. Then he started to "make" the point on the north end of the bottom chord, the one that was slightly out of line and had been left by the raising gang without a bolt.

The bottom chord of the truss is 8 or 9 inches wide and is made of angle iron. In the center of the chord is a slit or hole which must slip over or "swallow" a lug. The lug is a small piece of steel plate, approximately 5 inches by 7 inches, which is welded to the bottom of stationary beam. There are 3 bolt holes in the lug which must fit 3 similar holes in the truss after it has swallowed the lug.

The bottom chord of the jack truss was hung up on the east side of the lug. In order to make this fourth point, plaintiff had to force the bottom chord down under the lug and about 4 or 5 inches to the west, so that the bolt hole of the truss would swallow the lug. This is routine for ironworkers. For this purpose they carry certain tools, i. e., a bull pin and a hammer with which to pry structural steel members into place so they can be bolted.

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304 So. 2d 743, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lyle-v-national-surety-corporation-lactapp-1975.