J. S. Mayfield Lumber Co. v. Carver

66 S.W. 216, 27 Tex. Civ. App. 467, 1901 Tex. App. LEXIS 319
CourtCourt of Appeals of Texas
DecidedDecember 14, 1901
StatusPublished
Cited by3 cases

This text of 66 S.W. 216 (J. S. Mayfield Lumber Co. v. Carver) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
J. S. Mayfield Lumber Co. v. Carver, 66 S.W. 216, 27 Tex. Civ. App. 467, 1901 Tex. App. LEXIS 319 (Tex. Ct. App. 1901).

Opinion

STEPHENS, Associate Justice.

Appellant, a private corporation, undertook to construct for appellee a two-story brick building on lot 3, block 7, in the town of Henrietta; but, as the evidence tended to show, failed to construct the building of as good material in some respects as was called for in the contract, and failed to construct some of the walls thereof, of the thickness and in the manner required by the contract, to appellee’s damage, as found by the judge, before whom this case was tried without a jury, $1000. The recovery, however, was fixed by the judgment at $800, in response to the written pifer of appellee to remit whatever damage he might be entitled to on account of the walls of the upper story being thirteen instead of eighteen inches thick. The contract for the construction of the building, was made June 30, 1899, and according to the contention of appellee, was paroi. The following written specifications, however, were drawn up at the time, and a copy thereof was left with appellee, although he did not sign the instrument:

“Specifications for two-story brick building for E. B. Carver, 28 by 110 feet, height of wall.
“80 feet of south wall to be 13, laid in Portland cement.
“30 feet of south wall to be 18, laid in best lime mortar.
“30 feet of east wall to be 18, laid in best lime mortar.
“10 feet of north wall to be 18, laid in best lime mortar.
“Floor joists to be 2 feet centers 4 tiers bridging %.
“Gig. joists to be 2 tiers straight 1 at each end.
“To be floored with T±//gA D-M fig. below, and % D-M fig. above.
“Overhead to be celled with %x4 D-M clg.
“Roof to be trussed with 2 croun in centre.
*469 “2-6 rafters covered solid with 1 inch sheeting, graveled 4 ply, same as roof on other building. Eoof to have 4 foot fall from front to back end.
“One front and one back door to correspond with, and made as doors in other building.
“Front and back doors to have beveled plate glass.
“Two show windows in front, square edge, plate glass.
“(To be more explicit) : Front and back to correspond with same of other building, including transom windows—11 or 12.
“All painting to be two coat work, walls plastered and white coated.
“Iron lintels and door sills, wood columns, locks and hardware same as other building.
“Dirt and rubbish cleaned away to receive building.
“Foundation built and repaired.
“Excavation to be three feet deep and foundation laid with hard rock.
“All material and work to be of best quality and grade.
“Brick same quality as in other building.
“For 3700.
J. A. George, Contractor.
“Guarantee above contract:
“The J. S. Mayfield Lumber Company, Per Caskey.”

The “other building” referred to in these specifications was what was known as the Opera House building, belonging to appellee and situated on the lots north of and adjacent to said lot 3. The testimony of appellee tended to show that appellant, in making the contract to erect the building in question, agreed to duplicate the Opera House building; that is, in material and workmanship, and in the height and thickness of the walls. The Opera House building stood upon two lots, the south half of it being a one-story building, on 80 feet of the south wall of which the north wall of the building in question was to have been, and was built. The south and west walls of the second story of the Opera House building were built upon iron columns, and were only 13 inches thick, but all the other walls of that building were 18 inches thick. The thickness of 80 feet of the south wall of the building in question did not exceed 13 inches, and was not cemented to the adjoining wall, and none of the walls of the second story exceeded 13 inches. The opera house was built of Thurber brick, which the evidence tended to show was better material than the Gainesville brick, which was used in the construction of the house in question. The evidence also tended to show that the glass in the windows and the wood in the doors of the latter were inferior to the glass in the windows and the wood in the doors of the former; and that the walls of the building in question had cracked as a possible result of bad material and workmanship, one or both, and that they were thus inferior to those of the opera house. The evidence also tended to show that owing to the defects above specified, the building as constructed was worth about $1000 less than it would have been worth *470 if it had been constructed so as to duplicate the Opera House building, as appellee claimed it should have been.

In appellee’s original petition, upon which the case went to trial, it was alleged to be within the terms of the contract, “that the dimensions of the walls of said building should be substantially the same as the walls of said Opera House building, except that 30 feet of the south wall of said building should be only 13 inches in width and laid in Portland cement, and said 80 feet of wall should be solidly cemented to an adjoining wall on the south of same,” and that the second-story walls, should be 13 inches in width; but that these walls were only 12% instead of 13 inches in width, and also that the 80 feet of south wall had not. been cemented to the adjoining wall.

In the amended petition, which was not filed till after the evidence-had all been introduced and the opening argument for appellee had been, concluded and that of appellant begun, it was alleged to be a part of said contract of June 30, 1899, “that the entire south'wall should be 18 inches thick,” with 80 feet thereof cemented to the rock wall adjoining it on the south, and that the walls of the upper, as well as lower story, were to be 18 inches thick, except the upper west or front wall, which was. to be 13 inches.

On account of these changes in the petition, counsel for appellant objected to the filing of the amended petition at that advanced stage of' the trial, and, upon his objection being overruled, applied for a continuance, pleading surprise, etc. The continuance was sought mainly to procure the testimony of Morgan Mayfield, who was general manager of' appellant when the contract was made; O. C. Caskey, who represented appellant in making the contract, and J. A. George, who superintended the construction of the building for appellant, all of whom were nonresident witnesses, whose depositions had been taken and read in evidence by appellant.

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Bluebook (online)
66 S.W. 216, 27 Tex. Civ. App. 467, 1901 Tex. App. LEXIS 319, Counsel Stack Legal Research, https://law.counselstack.com/opinion/j-s-mayfield-lumber-co-v-carver-texapp-1901.