Totten v. Houghton

2 S.W.2d 530
CourtCourt of Appeals of Texas
DecidedNovember 25, 1927
DocketNo. 367.
StatusPublished
Cited by35 cases

This text of 2 S.W.2d 530 (Totten v. Houghton) 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
Totten v. Houghton, 2 S.W.2d 530 (Tex. Ct. App. 1927).

Opinion

DESBIB, J.

The appellee, O. R. Houghton, plaintiff below, instituted this suit against M. Totten, appellant, defendant below, alleging that he and the appellant entered into a certain building contract in writing wherein the appellant agreed to furnish all labor and material, including the foundation, and build a certain apartment house for the appellee, according to certain plans and specifications, a portion of the specifications being set out in the plaintiff’s petition, a breach of which was alleged, to the plaintiff’s damage in the sum of $4,500, alleged to be the reasonable cost of installing and completing the work, according to the contract and specifications, and repairing the injury done to said building on account of the failure of the defendant to-install and construct the foundation according to specifications; and the plaintiff further alleged the sum of $625.10 damages as a cost of temporary repairs made by the plaintiff to said building. A further claim for damages in the sum of $135 was based upon the alleged failure to install six bookcases called for by the plans and specifications; the aggregate damages alleged being $5,350.-10. The defendant- answered by general demurrer and special exception; general denial and special pleas. The general demurrer and special exceptions were overruled and exceptions taken. The trial was before the *532 court and- jury. The case was submitted on special issues and on the answers made by the jury the court rendered judgment for 'the plaintiff in the sum of $2,42S.62. A motion for a new trial was overruled and this appeal perfected.

$1,995.70 was found to be the reasonable cost of remedying the defects and omissions in the foundation in such a way as to make the same conform to the requirements of the contract and specifications. $347.92 was found to be the reasonable and necessary expense for temporary repairs to prevent injury to the building. $85 was found to be the reasonable cost of installing six bookcases according to the requirements of the plans and specifications. These three items make up the sum total of the jury’s verdict.

There are 27 propositions briefed by appellant and they are based up'on 35 assignments of error. Appellant by his first proposition contends that, where the appellee alleges that the appellant entered with him into a contract containing the specification, “All interior sills shall be 6x6 No. 1 pine,' especially where partition walls longer than 12 feet shall rest, all lower floor joists to be braced with 4x4 set on concrete footing,” there being no allegation showing where said 6x6 sills or 4x4 braces were to be set and no reference or allegation that the location thereof was shown by the plans of the building, said specifications were void for uncertainty and appellant’s special exception to said allegation should have been sustained.

An analysis of the appellee’s pleading in the light of the specifications pertaining to the foundation of the building, as both are hereinafter set out, leads us to the conclusion that we would not be justified in sustaining appellant’s first proposition, and it is overruled. This appeal may be more properly disposed of under succeeding assignments, about which we think there can be no doubt.

By his second proposition appellant contends that the specification, “All interior sills shall be 6x6 No. 1 pine, especially where partition walls longer than 12 feet shall rest, all lower floor joists to be braced with 4x4 set on concrete footing,” is ambiguous on its face and without explanatory averments does not constitute a contract for breach of which plaintiff could recover damages, and in that connection by a third proposition the appellant contends also that the allegation that the defendant (appellant) “placed said partition walls, which were plaster, on the subfloors of said building without support thereunder, as required by said specifications, and which support was necessary to keep said walls from sagging,” is insufficient where suit is based on a written contract and no provision of said contract is pleaded inhibiting such action. The action of the court in overruling the special demurrers urged in each instance above is assigned as error. The propositions will be considered together.

The plaintiff alleged in his petition that the defendant agreed to construct the" building according to the following specifications:

“Foundation. — Foundation shall be of solid concrete. There shall be 2 rows through the center of the building 20 inches wide and 12 inches deep, 16 inches above the surface reinforced as follows: 6 bars of one-half inch steel for1 the lower section and 4 bars of one-half inch steel for the upper section of said foundation. All the balance of the interior of said foundation shall be 24-inch square footing, 12 inches under the surface of the ground, with a 6x6 pine block to the sill. These piers shall be not less than 7 feet apart .in any direction under the entire building. All interior sills shall be 6x6 No. 1 pine, especially where partition walls longer than 12 feet shall rest, all lower floor joists to be braced with 4x4 set on concrete footing.”

A breach of said contract in respect to the foregoing provisions was alleged in the manner following:

“Plaintiff further shows to the court that the defendant did not carry out the terms of his said contract and agreement and construct said foundation in accordance with the plans and specifications and contract therefor and complete said building in the manner he was required to do in the contract and specifications; that he did not install and construct the said two rows of concrete foundation through the center of the building as therein called for and as required by such specifications; that the said two rows of concrete foundation as placed therein by the defendant were not reinforced as required by said specifications and were not at all points placed below the surface of the ground as called for and required in said specifications, and that the defendant, his agents, and employees left each of said concrete rows as were installed cut through the upper section and a part thereof removed; that the defendant did not- place in said foundation and under said building the 6x6 sills as therein required and did not place said 6x6 sills in said foundation where the partition walls more than 12 feet long rested as required by said specifications, according to which the defendant agreed and obligated himself to build and construct said house, but placed, said partition walls, which were plaster, on the subfloors of said building without' support thereunder as required by said specifications and which support was necessary to keep said walls from sagging; and plaintiff further shows to the court that said defendant did not brace said lower floor joists with 4x4 set in concrete footing as required in said specifications and which he agreed to do.”

In San Antonio Machine Co. v. Allen (Tex. Civ. App.) 268 S. W. 532, the rule is stated:

“If the terms of the written instrument are ambiguous, then, for the purpose of explaining the ambiguity, parol evidence may be heard, in response to appropriate pleadings, to show the real intention of the parties-, as disclosed *533 by the facts and circumstances surrounding the transaction and the conduct of the parties.”

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Bluebook (online)
2 S.W.2d 530, Counsel Stack Legal Research, https://law.counselstack.com/opinion/totten-v-houghton-texapp-1927.