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City of Chicago v. Garrett

OPINION FILED SEPTEMBER 3, 1985.

THE CITY OF CHICAGO, PLAINTIFF AND COUNTERDEFENDANT-APPELLEE,

v.

H.E. GARRETT ET AL., TRUSTEES, DEFENDANTS AND COUNTERPLAINTIFFS-APPELLANTS.



Appeal from the Circuit Court of Cook County; the Hon. Frank G. Sulewski, Judge, presiding.

PRESIDING JUSTICE STAMOS DELIVERED THE OPINION OF THE COURT:

Following demolition of defendant's building, plaintiff filed this action for a demolition decree and lien in regard to the subject premises for payment of fees associated with the demolition. Defendant counterclaimed, asserting that plaintiff had demolished the property without notice or court order. After trial, the court entered judgment against defendant for payment of fees incurred by plaintiff in removing the debris associated with the demolition and entered a lien against the subject property for that amount. It is from that judgment that defendant appeals.

On January 29, 1979, H.E. Garrett and W.T. Vandergriff (defendant) were the owners of property located at the southeast corner of Diversey and Sheffield in Chicago. The property, a one-story vacant brick structure, measured 125 feet by 125 feet by 18 feet and was designed and used as an automobile dealership and showroom. The structure had a wooden bow string truss roof that sat on masonry bearing walls 18 feet in height; the roof consisted of six trusses running in a north-south direction bearing directly on the walls.

There is no dispute that an unusually large snowfall took place beginning on January 28, 1979, and ending in the early hours of January 29, 1979. The snowstorm resulted in snow two to four feet deep throughout the city. As a result of this heavy snow, a portion of the roof and walls of defendant's building, supported by the two eastern-most trusses collapsed in the morning hours of January 29. This initial collapse affected most of the southeast portion of the structure, but left standing, in that corner, a 40-foot tall chimney.

The Chicago Transit Authority (CTA) elevated tracks run directly adjacent to and parallel with the east side of defendant's building. After the initial collapse, the chimney stood alone and rose approximately 25 feet above the elevated tracks.

Following the initial collapse, city demolition inspectors arrived and examined the premises. A wrecking company was called and ordered to remove the dangerous portions of the building and to put the building in a safe condition. As the wrecking crew was in the process of so doing, a second collapse occurred. It was defendant's contention that the actions of the wrecker resulted in the second collapse. Plaintiff maintained that the initial collapse resulted in an enormous strain on the remaining trusses that, when combined with the weight of the snow, caused the second collapse. After the second collapse, the plaintiff maintained that the building had lost its structural integrity and was in an imminent state of collapse. Consequently, pursuant to section 41.9 of the Chicago Municipal Code, the city undertook summary demolition procedures and leveled the building.

At trial, plaintiff's expert testified that, in his opinion, the building was no longer safe after the first collapse because of the lack of lateral support. In regards to the second collapse, he stated that the western-most truss collapsed because of a crack in it that resulted from the first collapse and from the weight of the snow; it did not collapse because of the actions of the wrecking crew in removing dangerous portions of the building.

Defendant's expert stated that, in his opinion, the building was structurally safe after the first collapse. He stated that the north wall did not appear to be buckling, that the ceiling was in good shape, that the south wall was not bulging, that the chimney was not dependant on the side walls for support, and that the crack in the western-most truss did not cause the second collapse. He opined that the building could have been safely shored up. The testimony of both experts was based upon photographs taken on the scene after the first collapse.

Prior to closing arguments, defendant filed a motion for a mistrial, which he later withdrew. Defendant renewed the motion and requested a new trial upon completion of the bench trial. Defendant argued that the trial court, outside of the courtroom and out of the presence of either attorney, had consulted with an architect named William Friend. The judge admitted discussing the case with Friend, and on Friend's suggestion, read material on the question of lateral supports. Defendant maintained that the information obtained by the judge formed the basis of questions posed by the judge to defendant's expert. When the motion was argued by defendant, the judge specifically stated that the information he obtained from outside the courtroom had no bearing on his decision in favor of plaintiff and that his decision was based only upon evidence in the record.

The court concluded its findings by discounting the testimony of both experts because neither had been present and because there were a number of eyewitnesses. The court then signed the findings prepared by plaintiff and denied the motion for a mistrial or new trial.

• 1 The first issue for review is whether the trial court improperly obtained and considered expert evidence outside of the proceedings. Defendant maintains that the trial judge committed reversible error by consulting with an architect on the question of lateral support, outside of the courtroom and presence of either attorney, by reviewing books not in evidence recommended by the architect and by questioning his expert on information the judge had thus obtained. Plaintiff argues initially that defendant waived any error by withdrawing with prejudice its motion for a mistrial and, alternatively, that any error was harmless in the absence of clear prejudice to defendant.

On the question of waiver, subsequent to the order withdrawing defendant's motion for a mistrial, defendant renewed his objection in a written motion, after trial, requesting either a mistrial or new trial based on the alleged error. Under these circumstances, this court finds no waiver.

It is fundamental that the purpose of requiring an objection at trial and the renewal of that objection after trial is to afford the trial court an opportunity to correct any perceived error thereby ensuring a fair trial. The colloquy between defendant's counsel and the trial judge on the original motion for a mistrial, before the trial was over, clearly demonstrated that the trial judge was aware of defendant's objection and fully considered the merits of that point. Defendant's counsel withdrew its motion on the court's assurance of an impartial decision based only upon the evidence introduced at trial. After a decision against him, defendant's renewal of that objection in a written motion for a new trial has effectively given the trial judge a second chance to consider the alleged error and has preserved it for review on appeal. Cf. Williams v. Deasel (1974), 19 Ill. App.3d 353, 355, 311 N.E.2d 414.

The substance of defendant's argument concerns the propriety of the trial judge's actions in consulting with an outside "expert" on an issue central to the case. The problem started, apparently, when there was a suggestion that a third independent expert might be called who would, for the benefit of the judge, clarify the testimony of the two experts offered by the parties to the suit. The report of proceedings for May 12, 1983, indicates that the judge contacted one William Friend and asked him if he would be available as a witness. The judge stated that he discussed with Mr. Friend the issue before the court, namely, the effect of lateral supports on the building. The record indicates that defendant's counsel contacted Friend and then recommended to the judge to not use Friend because Friend was an architect, not a structural engineer. The record further indicates that the judge then contacted Friend again and obtained from him various books relative to the issues involved in this matter. The record further discloses that on March 25, 1983, the trial judge had taken it upon himself to question defendant's expert witness. The judge asked defendant's expert questions relative to lateral support, including whether it's more common to tie bow string trusses, the effect of tying the trusses on the stability of the building, and the effect of the collapse of certain walls on the "slenderness ratio" of the chimney without lateral support. Defendant's counsel did not specifically object to the court questioning his witness; but at the May 12 hearing on the motion for a mistrial, it became clear that defendant's counsel was concerned with the source of the judge's knowledge to ask the questions. The record alludes to a slip of paper held by the judge on which the questions were alleged to have been written. Defendant's ...


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