Alumaglass Corp. v. Adm'x of Succession of Kendrick
This text of 303 So. 2d 911 (Alumaglass Corp. v. Adm'x of Succession of Kendrick) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.
Opinion
ALUMAGLASS CORP.
v.
ADMINISTRATRIX OF the SUCCESSION of Albert D. KENDRICK et al.
Court of Appeal of Louisiana, First Circuit.
*912 Frederick R. Bott, New Orleans, for appellant.
Tom F. Phillips, Baton Rouge, for appellees.
Before LANDRY, BLANCHE and NEHRBASS, JJ.
LANDRY, Judge.
Plaintiff, Alumaglass Corporation (Appellant), appeals from judgment partially denying Appellant's claims for labor and materials furnished on a subcontract with A. D. Kendrick (Kendrick), deceased, prime contractor on a building contract, which judgment also allowed Kendrick's reconventional demand for demurrage allegedly due to Appellant's delay of completion of the work. The Travelers Indemnity Company, Kendrick's surety, is also defendant herein. We affirm in part and reverse in part.
Kendrick was prime contractor under an agreement, dated January 8, 1965, to construct The Republic Tower, a building belonging to Republic Tower Corporation (owner), and situated in Baton Rouge, Louisiana. The structure, fourteen stories high, was to be erected by the somewhat unique technique known as lift slab construction. This method involved pouring the roof and all fourteen floors in the form of concrete slabs fabricated at ground level. Commencing with the roof, each slab was then jacked into position to become its respective component of the structure.
The prime contract was entered into on January 8, 1965. It provided for a completion date of October 31, 1965. On an undisclosed date, completion time was extended to January 1, 1966, and demurrage for delay in completion was increased from $100.00 to $500.00 per calendar day. Substantial completion date is not shown. However, on October 18, 1966, the owner filed a formal acceptance. It is shown that inordinate delay was caused by many factors including adverse weather, labor strikes and shortage of workmen. Despite acceptance, owner maintained a "punch list" of incomplete or unacceptable items which were worked on and corrected, following completion, by many subcontractors, Appellant included. Eventually settlement was made between the owner and Kendrick including a compromise of the amount of demurrage due. Through negotiation, a demurrage of $15,000.00 was agreed upon, which amount Kendrick paid the owner.
Plans and specifications provide that the building be enclosed by a non-load bearing curtain wall or "skin" made of prefabricated aluminum and glass panels, with insulation. Appellant re-subbed to Architectural Metal Erectors, Inc. (AME), a now defunct corporation, the work of erecting the curtain wall.
Each slab was fitted with ¼ anchor plates attached to the upper section along the entire outer edge of the slab. The plates were attached by way of metal arms or rods welded to the plate and embedded in the slab. Through each plate holes were drilled at specified intervals to accommodate bolts measuring ½ in diameter by 1½" in length. Before the anchor plates were embedded in the slabs, the bolts were inserted through the holes in the anchor plates. The head of each bolt is therefore also embedded in the slab. Each bolt extended approximately 1¼" beyond the anchor plate through which it passed. The plans called for the skin panels to rest upon steel shelf angles secured to the anchor plates by means of the protruding bolts. The vertical arm of each shelf angle was provided with a slot to accommodate these bolts, which when passed through the slot allowed the shelf angle to be secured to the bolt by means of a washer and nut. With the shelf angles thus secured in place, the wall panels were *913 bolted to and rested upon the horizontal arm of the shelf angles. Vertical support for the wall panels was provided by mullions extending from the second floor upward to the roof. These mullions formed a stiff back for the wall panels, holding the panels in place both vertically and laterally.
The contract also provided that, when elevated to their respective positions, the floor slabs would be aligned to a vertical tolerance of 3/8 plus or minus, thus providing for a total variation of 3/4".
Unfortunately, when the slabs were finally positioned and work scheduled to begin on the curtain wall on or about January 10, 1966, it was found that some slabs were not level, and others exceeded the tolerance figure provided for in the contract specifications. When AME discovered that the floors were out of alignment, the matter was brought to Kendrick's attention. Although Kendrick engaged surveyors to check the elevations, the result of the survey does not appear of record. It is established beyond doubt that in many instances the slab elevations exceeded the allowed tolerance factor thus making corrective work absolutely necessary. This condition was dismissed with Kendrick. In some instances, AME remedied the condition by punching new holes in the vertical arms of shelf angles. Where the variation was such that it could not be remedied by punching holes in the shelf arms, extensions were welded to the anchor plates. AME billed Appellant for this work, and Appellant in turn billed Kendrick therefor in the sum of $5,331.64. Appellant's demand for this item was rejected below because of Appellant's failure to show approval of the work as an extra required by the Appellant's subcontract.
After all floors were in place, some were found to be out of plumb. In these instances, the walls and floors did not meet at right angles, and consequently there were gaps, in varying dimensions, where these walls and floors should have met flush with each other. To correct this problem, Kendrick approved, as an extra, the design, fabrication and installation of ceiling closures which cost $4,480.00. Kendrick concedes liability for this item.
Unrelated to the alleged faulty construction, Appellant claims $252.00 for cutting a circular hole 2½" in diameter in 96 wall panels for installation of electrical outlets not included in the original plans and specifications. This work was requested by the architect. Shop drawings prepared by Appellant pursuant to the architect's request, show these additional outlets. Said drawings were approved by the architect's endorsement thereon under date of December 7, 1965. The trial court disallowed this item also on the ground it was not shown to have been approved as an extra by Kendrick.
In November, 1966, Appellant liened the building in the amount of $27,749.29. The amount was calculated by adding to the contract price of $175,337.25, the sum of $4,480.00 admittedly owed by Kendrick for the ceiling closure work, making a total of $179,817.25 admittedly due Appellant. In addition, Appellant claimed the $5,331.64 expended for modifying shelf angles, and $252.00 for cutting holes in panels for electrical outlets not called for on the original plans. Consequently, Appellant's total was $185,400.89. Appellant acknowledged payment of $156,651.60. Appellant erroneously calculated the balance at $17,686.65, which balance should have been $18,686.65. To said erroneous balance, Appellant added the $4,480.00 due for ceiling closures, $5,331.64 claimed for work on shelf angles and $252.00 for cutting holes in panels, and claimed an unpaid balance of $27,749.29, which should have been $28,749.29. Subsequent to the lien filing, Kendrick paid an additional $17,363.70, or a total of $174,015.30. Appellant's error was not corrected when suit was filed to reduce Appellant's claim to judgment. As a result, Appellant claims herein only $10,385.59, which includes $321.95 due under the original contract.
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