Kalofonos v. State

115 Misc. 2d 692, 454 N.Y.S.2d 645, 1982 N.Y. Misc. LEXIS 3758
CourtNew York Court of Claims
DecidedSeptember 20, 1982
DocketClaim No. 63463
StatusPublished
Cited by8 cases

This text of 115 Misc. 2d 692 (Kalofonos v. State) is published on Counsel Stack Legal Research, covering New York Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Kalofonos v. State, 115 Misc. 2d 692, 454 N.Y.S.2d 645, 1982 N.Y. Misc. LEXIS 3758 (N.Y. Super. Ct. 1982).

Opinion

[693]*693OPINION OF THE COURT

Frank S. Rossetti, J.

This claim is for damages arising from personal injuries sustained by Spyros Kalofonos when he fell from a scaffold while working on a State-owned bridge in Nassau County. His wife, Harriet Kalofonos, is joined herein and seeks loss of consortium damages. Claimants contend the defendant is liable absolutely under section 240 of the Labor Law or in negligence under sections 241 and 200 of the Labor Law or under common-law principles.

On March 24,1978, Mr. Kalofonos was working for J & T Painting Co. (J & T), which had a contract with defendant to paint 17 bridges on various State highways on Long Island. At said date the bridge being worked on was an overpass of the Seaford-Oyster Bay Expressway over Waverly Avenue. Mr. Kalofonos was engaged in sandblasting the structural steel beams on the underside of the bridge to clean them preparatory to painting. He did the sandblasting from a scaffold mounted on the rear of a flatbed truck.

The scaffold consisted of a tubular metal frame with two vertical supports on which horizontal wood planks were placed at various levels. Ropes held the frame to the truck and the planks to the frame. The planks were actually ladders covered over longitudinally with boards. Two of them formed the platform from which claimant was working and each plank was 22 to 24 feet long, forming a 5-foot wide platform about 11 feet above the roadway. From the photographs in evidence, it appeared the planks extended approximately five feet beyond the vertical frame supports at both the front and rear of the truck. The metal frame supports appeared to extend about two feet above the planks.

The sandblasting was done with a hose fitted with a nozzle and powered by a compressor. Depending on how much hose was played out, it weighed 20 to 30 pounds. When in use, the nozzle exerted a reactive force against claimant of about 120 pounds. Mr. Kalofonos was wearing a cloth hood with a plastic visor to protect him from the debris that fell back from the sandblasting.

Claimant arrived at the worksite at 8:00 a.m. After waiting for the weather to clear, he started sandblasting at [694]*694about 10:00 a.m. He was assisted by another J & T employee, who shut the compressor on and off at Mr. Kalofonos’ direction and apparently also moved the truck as the work progressed. The State engineer in charge for the contract had arrived at the jobsite between 8:30 and 10:00 a.m. and J & T’s vice-president and part owner arrived there about 10:30 a.m. Between 11:30 a.m. and noon, while claimant was still sandblasting, and while the State engineer and claimant’s employer were talking to one another near the truck, Mr. Kalofonos fell off the rear of the scaffold onto the roadway. The evidence indicated he was about two feet from the end of the planks when he fell, to wit, beyond the rear metal vertical support.1 Mr. Kalofonos sustained serious injuries and this claim ensued.

Claimants raise three bases for State liability: (1) absolute liability under subdivision 1 of section 240 of the Labor Law (see, e.g., Kenny v Fuller Co., 87 AD2d 183,186; Yearke v Zarcone, 57 AD2d 457, 459-460); (2) negligence under subdivision 6 of section 241 of the Labor Law, and a rule thereunder (12 NYCRR 23-5.1 [j] [1]) (see Kenny v Fuller Co., supra, p 186, and cases cited); and (3) common-law negligence, as codified in section 200 of the Labor Law (see, e.g., Yearke v Zarcone, supra, p 459; Ramos v State of New York, 34 AD2d 1056).

Considering said section 240 first, it provided, inter alia:

“§ 240. Scaffolding and other devices for use of employees
“1. All contractors and owners and their agents * * * in the erection, demolition, repairing, altering, painting, cleaning or pointing of a building or structure shall furnish or erect, or cause to be furnished or erected for the performance of such labor, scaffolding, hoists, stays, ladders, [695]*695slings, hangers, blocks, pulleys, braces, irons, ropes, and other devices which shall be so constructed, placed and operated as to give proper protection to a person so employed.”

Patently, the work being performed by Mr. Kalofonos comes within said subdivision 1 as one or more of “repairing * * * painting [or] cleaning”. {Ibid.) More importantly, we believe the facts show that the scaffold claimant was using was not “so constructed, placed and operated as to give proper protection” to him. Mr. Kalofonos was using a device which exerted substantial backward pressure against him and which itself was bulky and heavy. The sandblasting required him to look and extend his arms upward and seemingly his vision was limited by the hood he wore. Proper protection under these circumstances required at the least that a safety line or railing be constructed on the scaffold to circumscribe claimant’s work area. We note that Mr. Kalofonos testified to safety railings being used on other State jobs. Also, the truck scaffold should not have been so placed or moved as to require claimant to go beyond the vertical metal frame supports, which offered him some, although inadequate support.

Defendant argues that said subdivision 1 is inapplicable because subdivision 2 of section 240 of the Labor Law covers safety railings exclusively. That subdivision provides, inter alia: “2. Scaffolding or staging more than twenty feet from the ground or floor, swung or suspended from an overhead support or erected with stationary supports, except scaffolding wholly within the interior of a building and covering the entire floor space of any room therein, shall have a safety rail of suitable material properly attached, bolted, braced or otherwise secured, rising at least thirty-four inches above the floor or main portions of such scaffolding or staging and extending along the entire length of the outside and the ends thereof, with only such openings as may be necessary for the delivery of materials.” The State contends that since the scaffold here was less than 20 feet above the roadway, there was no statutory requirement of safety railings. However, the State concedes that whether proper protection was given under subdivision 1 is a factual question for the finder of fact. [696]*696(See Lagzdins v United Welfare Fund-Security Div. Marriott Corp., 77 AD2d 585, 588; Struble v John Arborio, Inc., 74 AD2d 55, 57.)2 All subdivision 2 does is to make a failure to provide safety railings for scaffolds over 20 feet a failure to provide proper protection as a matter of law. It creates an irrebutable statutory presumption to that effect, but does not create a converse presumption, to wit, that scaffolds less than 20 feet never require safety railings to provide proper protection. (See Weber v State of New York, 53 NYS2d 598, 600.) We believe a proper interpretation of section 240, giving due consideration to the overriding legislative intent and purpose to protect workingmen in dangerous jobs (see Sarnoff v Charles Schad, Inc., 22 NY2d 180,185-186, and case cited; Rocha v State of New York,

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Bluebook (online)
115 Misc. 2d 692, 454 N.Y.S.2d 645, 1982 N.Y. Misc. LEXIS 3758, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kalofonos-v-state-nyclaimsct-1982.