Commercial Carving Co. v. Manhattan Fire & Marine Insurance

191 F. Supp. 753, 1961 U.S. Dist. LEXIS 4173
CourtDistrict Court, M.D. North Carolina
DecidedMarch 10, 1961
Docket1:15-m-00011
StatusPublished
Cited by5 cases

This text of 191 F. Supp. 753 (Commercial Carving Co. v. Manhattan Fire & Marine Insurance) is published on Counsel Stack Legal Research, covering District Court, M.D. North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Commercial Carving Co. v. Manhattan Fire & Marine Insurance, 191 F. Supp. 753, 1961 U.S. Dist. LEXIS 4173 (M.D.N.C. 1961).

Opinion

EDWIN M. STANLEY, District Judge.

The plaintiffs seek the recovery of windstorm losses which were allegedly sustained during the early morning hours of November 23, 1957, on the premises of the plaintiff, Commercial Carving Company, near the city limits of Thomas-ville, North Carolina.

At the time of the loss, the plaintiff, Commercial Carving Company, was the owner of a carving and furniture manufacturing plant, subject to a lien upon the buildings and equipment held by the plaintiff, The State Commercial Bank, and the parties stipulated that in the event the defendants are adjudged to be liable for the payment of any amount, the recovery should be jointly on behalf of both plaintiffs and distributed between them in such manner as they might agree.

Prior to November 23, 1957, each of the defendants had duly issued and delivered to the plaintiffs policies of fire and extended coverage insurance, and the parties stipulated that the premiums had been paid and that each of said policies was in full force and effect at the time of the alleged loss.

The plaintiff, Commercial Carving Company, alleges that several of its buildings and much of its equipment were damaged by windstorm, one of the perils enumerated in the policies of insurance. The defendants deny that windstorm was the dominant and efficient cause of any damage and loss sustained by the plaintiffs, and further deny that two of the three proofs of loss were filed within the time prescribed by the policies of insurance.

The parties further stipulated that the case should first be tried on the issue of liability, and in the event the defendants should be found liable for any of the damage sustained by the plaintiffs, consideration would then be given to referring the matter to a Special Master for the ascertainment of the amount of the damage.

The ease was tried by the court without a jury. At the conclusion of the trial, the court took the case under advisement pending receipt of requests for findings of fact and conclusions of law, and briefs of the parties in support of their contentions.

The proposed findings of fact, conclusions of law and briefs of the parties having been received, the court, after considering the pleadings, evidence, stipulations, exhibits, briefs and oral arguments of the parties, now makes and files herein its Findings of Fact and Conclusions of Law, separately stated:

Findings of Fact

1. The plaintiff, Commercial Carving Company, hereinafter referred to as the “Carving Company,” is a North Carolina corporation with its principal office and place of business in Davidson County, North Carolina.

2. The plaintiff, The State Commercial Bank, hereinafter referred to as the “Bank,” is a North Carolina banking corporation with its principal office and place of business in Davidson County, North Carolina.

3. Each of the defendants is incorporated under the laws and maintains its principal place of business in states other than North Carolina.

4. The amount in controversy exceeds, exclusive of interest and costs, the sum of $10,000.

5. On November 23, 1957, the Carving Company was the owner, subject to a lien held by the Bank, of a carving and furniture manufacturing plant located near the city limits of Thomasville, North Carolina, consisting of several buildings upon a tract of land lying along the northern side of the High Point, Thomas-ville and Denton railroad tracks. The railroad tracks run in a general east-west direction.

6. The Carving Company’s offices, main carving plant, boiler room and dry *755 kilns were situated in a connected group of buildings runnings generally adjacent to and parallel with the railroad tracks. This group of buildings will hereinafter be referred to as the “Office Building.”

7. Another series of buildings was located approximately twenty-five to thirty feet north of and parallel with the office building. This series of buildings consisted of a cabinet and finishing room approximately 34 feet by 480 feet in size, hereinafter referred to as the “Cabinet Building,” and a solite block warehouse building approximately 64 feet by 80 feet in size, hereinafter referred to as the “Warehouse Building.” The warehouse building was immediately west of the cabinet building.

8. To the north of the second series of buildings there was also located three other buildings, one of solite block construction.

9. To the west of the office building there were situated several piles or stacks of lumber, and to the west of the warehouse building there was located a small frame shack which housed a fire hydrant and hose. In the same general area was another frame building, with a tar-paper exterior or siding, which contained electrical equipment.

10. The most recently constructed of the buildings were the warehouse building and the other solite block building north of the warehouse building. These buildings were constructed in 1956 and 1957, and most of the work was done by employees of the Carving Company, although a masonry contractor was employed to lay-up the solite blocks in both buildings.

11. The warehouse building contained a full basement with a concrete floor, and the building was constructed on the slope of a hill so that the west wall of the basement was above grade. The west wall contained two entrance doors, one at the north-east end and one at the north-west end of the basement wall. Against the south wall of the basement the Carving Company had back-filled approximately to the top of the basement wall with earth, after first installing terra cotta drain pipes in gravel and cinders at the bottom of the wall adjacent to the footings. The basement wall was constructed of 12 inch solite blocks with no reinforcement therein. No pilasters or piers were constructed in or against any portion of the basement wall. The upper story of the building was constructed of 8 inch solite blocks. The floor of the upper story rested on 1% inch by 9% inch floor joists, 24 inches on center, the ends of which lay directly on the top course of the 12 inch block without any plate thereunder. The floor of the upper story was also supported by three girders running lengthwise of the building, the girders consisting of four 2 inch by 12 inch timbers glued and nailed together and resting upon 4 inch iron pipes. There were three of these supporting girders approximately 15 feet apart under the floor of the upper story. The floor was constructed of 2 inch planks. At the west end of the south wall there was located a corrugated iron door providing entrance from the exterior of the building into the upper story. This door was arranged to slide upon rails from which it was hung. Along the south wall the earth had been back-filled so that there was a slight indention or ditch for surface drainage. There were no windows or other openings in the wall of the warehouse building. The roof of the-building was constructed of wood tacked on 2 inch by 8 inch wood rafters, 24-inches on center, and covered with asphalt rolled roofing. The roof was an ordinary gable roof with the gable running lengthwise of the building. The: roof rafters rested directly on the next-to-the-top course of 8 inch solite blocks. The top course of the solite blocks was between the ends of the roof rafters.

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Bluebook (online)
191 F. Supp. 753, 1961 U.S. Dist. LEXIS 4173, Counsel Stack Legal Research, https://law.counselstack.com/opinion/commercial-carving-co-v-manhattan-fire-marine-insurance-ncmd-1961.