Williams v. Gervais F. Favrot Co., Inc.

573 So. 2d 533, 1991 La. App. LEXIS 7, 1991 WL 573
CourtLouisiana Court of Appeal
DecidedJanuary 7, 1991
Docket89-CA-1929
StatusPublished
Cited by46 cases

This text of 573 So. 2d 533 (Williams v. Gervais F. Favrot Co., Inc.) 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
Williams v. Gervais F. Favrot Co., Inc., 573 So. 2d 533, 1991 La. App. LEXIS 7, 1991 WL 573 (La. Ct. App. 1991).

Opinion

573 So.2d 533 (1991)

Susan Leonard WILLIAMS, et al.,
v.
GERVAIS F. FAVROT CO., INC., et al.

No. 89-CA-1929.

Court of Appeal of Louisiana, Fourth Circuit.

January 7, 1991.
Writ Denied March 8, 1991.

*534 Charles A. Verderame, Giraud, Cusimano & Verderame, New Orleans, for plaintiffs/appellants.

René A. Curry, Jr., Curry & Blankenship, New Orleans, for defendants/appellees, Gervais F. Favrot Co., Inc. and Fidelity and Guar. Ins. Co.

Kevin O'Bryon, Leake & Andersson, New Orleans, for defendants/appellees, H & W Steel Erectors, Inc. and Travelers Ins. Co.

Bernard S. Dolbear, Law Offices of James J. Morse, New Orleans, for intervenor/appellant, Travelers Ins. Co.

Before SCHOTT, C.J., and BARRY and BECKER, JJ.

BARRY, Judge.

Mrs. Susan Williams appeals the dismissal of her lawsuit which was based on the intentional tort exception to the Louisiana Worker's Compensation Act.

On October 14, 1984 plaintiff's husband, Leon (Skipper) Williams, was employed as a steel worker by H & W Steel Erectors [H & W]. Gervais F. Favrot Co., Inc. [Favrot], a general contractor, hired H & W to perform steel work for construction of a building on Poydras St. owned by Westminster Center Properties [Westminster]. Williams and Ronald Spiers were setting steel rebar cages on the twenty-second level when they fell to their deaths. Mrs. Williams, individually and on behalf of her minor daughters, sued Westminster, Favrot, their insurers, and others based on negligence.

*535 Mrs. Williams also sued H & W and Favrot based on the intentional acts of their employees in instructing and ordering Williams to work on a dangerous structure which they knew was not properly braced. Various third party demands were filed. Travelers Insurance Company, the compensation carrier for H & W, intervened to recover funeral expenses and compensation benefits. Several voluntary dismissals and summary judgments were granted.

Favrot, H & W, and Westminster filed for summary judgments. H & W's motion was denied and this Court refused writs (No. C-5290, April 2, 1986). The trial court granted summary judgment to Westminster and a partial summary judgment to Favrot as to the negligence claim, but retained the intentional tort claim. This Court affirmed. 499 So.2d 623 (La.App. 4th Cir.1986), writ denied 503 So.2d 19 (La.1987).

After trial the court dismissed the intentional tort claims against Favrot and H & W. Plaintiff submits that the trial court failed:

1) to declare La.R.S. 23:1032 unconstitutional to the extent that its interpretation and application allow an immunity for the use of such a dangerous procedure;
(2) to interpret "intentional act" to encompass the conscious knowing and deliberate decision to use a dangerous method which created a substantial risk of death and constituted gross violations of OSHA regulations;
(3) to adopt the interpretation of intentional act in La.R.S. 14:94 as the standard in employer/employee relationships;
(4) to find an intentional act on the part of the statutory employer/general contractor for breaching its subcontract and forcing the subcontractor to use a highly dangerous method;
(5) to award damages.

TESTIMONY

Douglas Boudreaux, Favrot's superintendent, testified that he utilized the same procedure for construction of the exterior column on the first twenty-one floors of the structure. H & W ironworkers (whose supervisor was William Gilmore) stood on the slab, guided the steel rebar cage (approximately 26" by 26") over dowels which protruded two to three feet up from the slab. The steel rebar cage was a network of vertical steel rods tied together with horizontal bands and designed to become the interior reinforcement for a vertical concrete column. The workers reached inside the cage and "tied off" the cage with wire to the dowels. The H & W workers climbed up the 12 foot cage after it had been tied off and unhooked the crane.

At that point Favrot carpenters (foreman was Lester Bonnano with Walter Lucas substituting the day of the accident) took over. They lowered the column form into place around the rebar cage, (forms were 8 or 12 feet in height and consisted of plywood panels of 4 or 8 feet placed into a metal frame) then lined it up within the template. The template was a wooden two by four nailed or bolted into the slab on three sides of a square which overlapped the outer edge of the form. The form was very stable because of the secured cage inside, so the workers climbed the form to unhook the crane. The Favrot carpenters would brace (four braces of long metal pipes attached to two sides of the form and bolted to the slab) the form and the fourth side of the template was nailed down. Then concrete was poured into the form containing the rebar cage.

Boudreaux testified that a different approach was used to construct the twenty-second floor because of the roof. The rods on the top of the cage were flared out at an 90 degree angle on three sides which meant that the column form could not be guided down over the cage because it was top heavy and unstable. Boudreaux discussed several alternatives with the H & W general foreman, Bryan Gilmore, and Favrot's carpenter foreman, Lester Bonnano. One involved setting the column form first, bracing it, setting the cage, tying it down from the inside, then cutting the crane loose. Another alternative was to remove a panel of the column form (after it was set) in order to tie off the cage inside. *536 Either way the column form would be braced first.

According to Boudreaux, Gilmore stated that Favrot's carpenters usually climbed inside the cages to put in weld plates (a piece of flat iron with bolts positioned inside the cage) to which the exterior finish would be attached. Gilmore felt it would not be any more difficult to tie down the cage from the inside. Gilmore was concerned about the difficulty of reaching across the 26 inch cage to tie off the steel. Boudreaux testified that Bonnano was not at the October 4th discussion so he told Walter Lucas, Favrot's substitute foreman, how the procedure would be different.

Boudreaux told Lucas that he wanted the form set and braced before the cage was placed inside. Boudreaux was on the ground floor talking on the radio and was not an eyewitness to the accident. He denied the procedure was a "test" and admitted that he agreed with Gilmore's decision, but he emphasized that it was Gilmore's idea to set the column form first, then place the cage inside and tie it off.

Boudreaux understood that Spiers was inside the cage when it was lowered into the form and Williams was on top of the form guiding it when the form fell, but he declared that was not the agreed upon procedure. Boudreaux claimed that a worker was to guide the cage into a braced form and another worker would crawl over the top to tie off the steel inside. He admitted that the Favrot crane should not have lifted the cage with a worker inside, and the danger from an unbraced form should have been obvious to a carpenter foreman if he were watching. He conceded it was "very possible" to knock over an unbraced form.

Boudreaux testified that after both men died, a panel of the column form was pulled out and ironworkers tied the steel as they stood on the slab. The form was braced before the carpenters disconnected the crane, then the side panel was taken off and the cage lowered inside and tied off.

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Bluebook (online)
573 So. 2d 533, 1991 La. App. LEXIS 7, 1991 WL 573, Counsel Stack Legal Research, https://law.counselstack.com/opinion/williams-v-gervais-f-favrot-co-inc-lactapp-1991.