Heffron v. Jersey Insurance Company of New York

144 F. Supp. 5, 1956 U.S. Dist. LEXIS 2705
CourtDistrict Court, E.D. South Carolina
DecidedSeptember 22, 1956
DocketCiv. A. 3457
StatusPublished
Cited by6 cases

This text of 144 F. Supp. 5 (Heffron v. Jersey Insurance Company of New York) is published on Counsel Stack Legal Research, covering District Court, E.D. South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Heffron v. Jersey Insurance Company of New York, 144 F. Supp. 5, 1956 U.S. Dist. LEXIS 2705 (southcarolinaed 1956).

Opinion

WYCHE, District Judge.

In compliance with Rule 52(a) of the Rules of Civil Procedure, 28 U.S.C.A., I find the facts specially and state my conclusions of law thereon, in the above cause, as follows:

Findings of Fact.

1. The defendant Vincent Chicco has no interest in the above action; he has not appeared, and is, by consent, not a proper party to this action.

2. The defendant Jersey Insurance Company by its policy number 166J6095, dated December 3, 1948, insured the plaintiff Charles J. Heffron, Jr. against all direct loss from damage, not exceed-ding $12,000, to property of the plaintiff situated at number 47 Queen Street, in the City of Charleston, South Carolina, where such loss was caused by “explosion” and other specified perils.

• 3. The pertinent provisions of the policy of insurance are as follows: “Inherent Explosion Clause — This policy shall cover direct loss to the property covered caused by explosion occurring in the above described dwelling or appurtenant private structures or in any structure containing property covered hereunder from hazards inherent therein, but this Company shall not be liable for loss by explosion originating within steam boilers, steam pipes, steam turbines, steam engines, fly-wheels. * * * Extended Coverage. (Perils of Windstorm, Hail, Explosion, Riot, Riot Attending a Strike, Civil Commotion, Aircraft, Vehicles, Smoke, Except as Hereinafter Provided.) In consideration of the premium for this coverage shown on reverse side hereof, and subject to provisions and stipulations (hereinafter referred to as ‘provisions’) herein and in the policy to which this Extended Coverage is attached, including riders and endorsements thereon, the coverage of this policy is extended to include direct loss by Windstorm, Hail, Explosion, Riot, Riot Attending a Strike, Civil Commotion, Aircraft, Vehicles and Smoke. * * * Provisions Applicable Only to Explosion: Loss by explosion shall include loss resulting from the explosion of accumulated gases or unconsumed fuel within the firebox (or the combustion chamber) of any fired vessel or within the flues or passages which conduct the gases of combustion therefrom but this Company shall not be liable for loss by explosion, rupture or bursting of steam boilers, steam pipes, steam turbines, steam engines or fly-wheels, owned, operated or controlled by the Insured or located in the building (s) described in this policy.

“Any other explosion clause made a part of this policy is superseded by this Extended Coverage.”

4. At about 11 o’clock p. m., on December 4, 1951, the insured premises of the plaintiff at number 47 Queen Street sustained severe damage from forces emanating from adjoining premises known as the Old Post Office Garage at number 49 Queen Street, and from pieces *7 of the material of which the Old Post Office Garage was constructed, which pieces were hurled upon-and against the insured premises of the plaintiff.

5. The Old Post Office Garage at number 49 Queen Street, Charleston, South Carolina, was a two-story solid brick building having exterior walls approximately 18 inches thick; the building was approximately 100 feet long on its east and west sides and 40 feet wide on its north and south .sides; the second floor of the building was supported by joists 40 feet in length extending from the east wall to the west wall of the building by which they were supported, and there were no center supports to the second floor; the roof of the building was of wood sheathed with tin supported by wooden trusses of mortise and tenon construction bearing on the east and west walls of the building and the east edge of the roof overhung the east wall of the building along which there was a gutter and the west edge of the roof was flashed into the west wall of the building, which continued on above the edge of the roof to form an escarpment, commonly known as a “fire wall”.

6. The Old Post Office Garage building was of very old construction; the mortar in its walls was substantially weaker than that presently used in construction; but immediately prior to the event there was no evidence which would reasonably have indicated that the building was'weak or about to collapse.

7. The Old Post Office Garage at the time of the event was empty and unused except by one or two individuals who were permitted by the owner to use the ground floor of the building for the parking of their vehicles.

8. The Old Post Office Garage contained an underground tank which had formerly been used for the storage of gasoline but which was unused at the time; in the center of the ground floor of the building there was a large open drain consisting of a box or sump 18 inches square and some 3 to 4 feet deep, into which opened a large pipe leading to the municipal drain' system, and the; building had no interior partitions or inelosures except in the- northeast cor-ner, where stairs were located, and an, inclosure located south of the center of the building along the east wall where there was a wash room.

■ 9. The east wall of the Old Post Office Garage at number 49 Queen Street was 25 feet 4 inches high; the east wall was 10% feet away from and approximately parallel to the west wall of plaintiff’s premises at number 47 Queen Street; it was 25 feet 8 inches from the. western edge of the roof of plaintiff’s, premises at 47 Queen Street to the ground; the east wall of the Old Post Office Garage at number 49 Queen Street-was 18 feet from the western edge of the back porch of plaintiff’s house at number 47 Queen Street and 84 feet from the west wall of the Dock Street Theatre building which faced on Church Street around the corner; there was a two-car garage on plaintiff’s -premises which garage opened north and the west edge of the garage opening was approximately 4 feet from the southeast corner of the Old Post Office Garage building.

10. The Old Post Office Garage located at number 49 Queen Street was destroyed by cause or causes here in dispute, accompanied by a rumble or a roaring sound which persisted for some time and it was likewise accompanied by a single sharp noise which was described variously as a boom, a cracking sound or the sound of a bomb exploding.

11. The north and south walls of the Old Post Office Garage at number 49 Queen Street remained standing after the event but substantially all of the east and west walls of the building fell or were blown out so that the east wall of the building went to the east and the west wall of the building went to the west.

12. The forces involved in the destruction of the Old Post Office Garage at number 49 Queen Street were such as to propel large pieces of brick, almost whole brick in size, and several in number, together with considerable pieces of *8 mortar and finer debris upon the tin roof of plaintiff’s residence at number 47 Queen Street and the mortar and bricks struck the roof with such force as to dent and puncture the tin covering of the roof.

13. The force or forces involved in the destruction of the Old Post Office Garage crushed in the gutter along the west edge of plaintiff’s roof and filled it with small pieces of brick and debris.

14.

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144 F. Supp. 5, 1956 U.S. Dist. LEXIS 2705, Counsel Stack Legal Research, https://law.counselstack.com/opinion/heffron-v-jersey-insurance-company-of-new-york-southcarolinaed-1956.