Dinsdale Construction, LLC v. Lumber Specialties, Ltd.

CourtCourt of Appeals of Iowa
DecidedNovember 12, 2015
Docket15-0164
StatusPublished

This text of Dinsdale Construction, LLC v. Lumber Specialties, Ltd. (Dinsdale Construction, LLC v. Lumber Specialties, Ltd.) is published on Counsel Stack Legal Research, covering Court of Appeals of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dinsdale Construction, LLC v. Lumber Specialties, Ltd., (iowactapp 2015).

Opinion

IN THE COURT OF APPEALS OF IOWA

No. 15-0164 Filed November 12, 2015

DINSDALE CONSTRUCTION, LLC, Plaintiff-Appellee,

vs.

LUMBER SPECIALTIES, LTD., Defendant-Appellant. ________________________________________________________________

Appeal from the Iowa District Court for Grundy County, Kellyann Lekar,

Judge.

A defendant appeals following a jury verdict in a negligent

misrepresentation case, asserting the district court should have granted the

motion for a judgment notwithstanding the verdict. AFFIRMED.

Michael Carmoney and Allison J. Frederick of Carmoney Law Firm,

P.L.L.C., Des Moines, for appellant.

Chad A. Swanson and Nathan J. Schroeder of Dutton, Braun, Staack &

Hellman, P.L.C., Waterloo, for appellee.

Heard by Danilson, C.J., and Mullins and McDonald, JJ. 2

MULLINS, Judge.

Lumber Specialties, Ltd., appeals the district court’s denial of its posttrial

motion for judgment notwithstanding the verdict after the jury found it to be at

fault in a negligent misrepresentation case brought by Dinsdale Construction,

L.L.C. Lumber Specialties asserts the case should be dismissed because, as a

product manufacturer, it does not owe a duty of care to Dinsdale to supply

information.1 After considering the claims made on appeal, we affirm the district

court’s decision.

I. Background Facts and Proceedings.

Phelps Implement wanted to build a large combine repair shop addition to

its farm implement dealership. It hired Moeller & Walter to manage and design

the construction of the shop. Moeller & Walter contacted Dinsdale Construction,

who agreed to supply the labor and the materials for building. Moeller & Walter

contracted with Lumber Specialties to provide the roof trusses, headers and

columns for the large garage-type openings, design engineering services, and an

inspection when the building was complete. Moeller & Walter specifically chose

Lumber Specialties because the company provided in-house engineering

services through Steve Kennedy, the Lumber Specialties engineering intern—a

service that would otherwise have to be contracted out to a different company.

1 Lumber Specialties also claims the district court erred in its ruling denying the motion for judgment notwithstanding the verdict by giving preclusive effect to the denial of Lumber Specialties’s motion for summary judgment. Because we conclude Lumber Specialties owed a duty to Dinsdale Construction as a matter of law, we need not address this claim. 3

The roof trusses were delivered with a generic installation guide that

provided instructions on how to install the trusses and support them with

temporary bracing. Lumber Specialties also provided a site specific engineering

design for the permanent bracing for the roof. These plans were prepared by

Lumber Specialties’s employees and approved by Select Structural Engineering.

Dinsdale Construction erected the walls and began installing the roof

trusses on June 26, 2012. After Dinsdale installed nineteen seventy-foot trusses,

Lynn Trask of Moeller & Walter informed Kirk Dinsdale that he was going to

contact Lumber Specialties to make sure the trusses had adequate temporary

bracing. Trask sent an email to Ryan Callaway, the sales contact with Lumber

Specialties, on June 28, stating,

Ryan, I will be out of the office this afternoon. If you are in the area would you please stop by the Phelps job and look at what they have done. The 70’ roof trusses were set on Tuesday. They feel they are braced well and stabilized to anchor the balance of the roof system. They did not set yesterday because of the wind. They are setting the 80’ trusses today. If there is any bracing that they are missing please let Kirk or I know so we can address ASAP. Thanks, Lynn

Ryan went out to the job site and looked around for a few minutes. Kirk noticed

Ryan walking around the job site while Kirk was on the roof with his crew. Ryan

explained to Kirk that Lynn had asked him to check out the bracing. Ryan went

on to say, “Everything looks great. Keep doing what you are doing.” The next

day, Friday, June 29, Ryan emailed Lynn:

Lynn— I stopped by the Phelps site yesterday. They were still installing purlins and bracing on the trusses that they had set. 4

Steve Kennedy will be doing the final inspection on the building which will include inspecting the bracing. If needed, recommendations will be made at that time. Please give Steve at least three day lead time to schedule the final inspection on the building. Thank you.

Lynn wrote back a few hours later:

Thanks Ryan, I am aware Steve will be doing the inspection when done. Just thought it would be good to have you stop and check progress see if there are any obvious things that you see that could create more stability during the set stage. Thanks for stopping. Let me know if you have any suggestions or saw anything that I need to be aware of. Thanks, Lynn

Ryan responded, “Lynn—Nothing ‘jumped’ out at me that needed more

temporary bracing. I thought everything looked good on what they had

completed.” Lynn then replied, “That’s what I was really asking for. I have a lot

of confidence in your expertise and opinion.”

The following week, Kirk continued setting the rest of the trusses

consisting of forty, eighty-foot trusses over the span of the building. Kirk and his

crew also installed all the permanent bracing and began working on the purlins.

At the end of the day on Friday, July 6, Kirk noticed some of the trusses on the

north half of the building began to bow. Kirk used his lift with a telescoping boom

to attempt to stabilize the trusses over the weekend until his crew could return to

fix the problem the following Monday. He checked on the building on Saturday

and noticed the bowing had gotten worse. With the help of his son, Kirk used

another of his lifts to put tension on the trusses to stabilize it until his crew could

return. He visited the site again on Sunday morning July 8, and based on the

look of the trusses, he knew the building was going to collapse. He contacted 5

the manager of Phelps Implement and Lynn with Moeller & Walter. As Kirk was

going to attempt to get his lifts out of the building, a Phelps Implement employee

drove onto the lot. Kirk got ten feet out of the building to speak with the

employee, and the building collapsed.

Kirk again contacted Lynn and the manager of Phelps Implement to notify

them of the collapse and stayed on site until others arrived, including Ryan

Callaway. The scene was left undisturbed for a few days while engineers

attempted to determine the cause of the collapse. It was ultimately decided the

collapse was due to inadequate temporary bracing of the roof trusses.

Both Kirk and Lynn testified Steve Kennedy stated during the postcollapse

inspection that the employees of Lumber Specialties would have known and

understood the guidelines with respect to temporary bracing. Steve denied

making any such statement and testified it would not have been reasonable for

Kirk and Lynn to rely on Ryan’s advice on temporary bracing in light of the fact

that Ryan was a sales person, not an engineer.

Ryan confirmed in his trial testimony he sent those emails to Lynn and told

Kirk to keep doing what he had been doing during his courtesy site visit. He

explained he felt comfortable going to the site and reviewing the bracing that had

been erected.

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