Atlas Piers NEO v. Summit Constr. Co., Inc.

2021 Ohio 2024
CourtOhio Court of Appeals
DecidedJune 16, 2021
Docket29457
StatusPublished
Cited by1 cases

This text of 2021 Ohio 2024 (Atlas Piers NEO v. Summit Constr. Co., Inc.) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Atlas Piers NEO v. Summit Constr. Co., Inc., 2021 Ohio 2024 (Ohio Ct. App. 2021).

Opinion

[Cite as Atlas Piers NEO v. Summit Constr. Co., Inc., 2021-Ohio-2024.]

STATE OF OHIO ) IN THE COURT OF APPEALS )ss: NINTH JUDICIAL DISTRICT COUNTY OF SUMMIT )

ATLAS PIERS NEO C.A. No. 29457

Appellee

v. APPEAL FROM JUDGMENT ENTERED IN THE SUMMIT CONSTRUCTION CO., INC. COURT OF COMMON PLEAS COUNTY OF SUMMIT, OHIO Appellant CASE No. CV-2014-09-4072

DECISION AND JOURNAL ENTRY

Dated: June 16, 2021

CARR, Presiding Judge.

{¶1} Defendant-Appellant Summit Construction Co., Inc. (“Summit”) appeals the

decisions of the Summit County Court of Common Pleas. This Court affirms.

I.

{¶2} In 2011, Summit was the general contractor on an Akron Metropolitan Housing

Authority (“AMHA”) project in Akron. The original architectural and structural drawings were

prepared by TC Architects, Inc, who was, at the time, the structural engineer of record. The plans

set forth the locations of the helical piers and the loads for the foundation. Separate documents set

forth the specifications for the helical piers themselves. The specifications required the piers be

designed with a safety factor of 2 to 1. Summit subcontracted with Plaintiff-Appellee Atlas Piers

NEO, a division of TCS, Inc. (“Atlas”), for, inter alia, the installation of helical screws and piers

in buildings 3-10. Atlas provides services that help stabilize buildings constructed in poor soil

conditions. The contract price was $240,278.00. The contract provided that 2

[Summit] shall retain out of each payment due [Atlas] 10% thereof [f]or a period of 30 days from Contractor’s final acceptance. This period shall be computed for each structure or improvement from the date of completion of [Atlas’] work therein and [Summit’s] final acceptance thereof. If [Atlas’] shall fail to repair promptly and efficiently any such defective work [Summit] upon notice may cause repairs to be made and may deduct the cost thereof from the retained amount. [Atlas’] liability hereunder shall not be limited to the retained amount.

{¶3} While the contract was dated April 11, 2011, it was not signed by Summit until

August 18, 2011. Atlas and Summit had concerns about the specifications and plans. In the spring

of 2011, Summit contracted with Ebersole Structural Engineers, Ltd. (“Ebersole”) to prepare shop

drawings for the helical piers. Steven Ebersole described his role as providing a foundation design.

In reviewing the documents provided, Ebersole determined that the plans of TC Architects, Inc.

were not accurate as they had not factored in the weight of the concrete. Ebersole then developed

new plans at Summit’s request. The plans were submitted in May 2011 but Ebersole was asked to

revise and resubmit those plans, which it did so. In a June 2011 meeting there was a discussion as

to whether to reduce the design loads and safety factor. In June 2011 correspondence to Ebersole,

Summit noted that TC Architects, Inc. needed to formally address that it changed the safety factor

from 2 to 1. Summit also sent correspondence to TC Architects, Inc. seeking guidance on what

loads to use for the shop drawings and for revised specifications to show the safety factor to

calculate the loads. Revised specifications that were issued did not list a safety factor. When

Summit questioned TC Architects, Inc. about the safety factor, TC Architects, Inc. responded that

the safety factor for the helical design was to be 1.0 and that the loads presented by Ebersole were

acceptable. On June 30, 2011, Atlas installed four test piers.

{¶4} The revised plans were approved in July 2011. Two change orders were signed by

the parties during the period from April 2011 until August 18, 2011. In July 2011, change order

number one was issued which provided that Atlas would perform engineering on the helical piers 3

for $1800.00. In response, Atlas contracted with Earth Contact Products and obtained a

preliminary design for the helical piers and sent it to Summit. Summit sent the Ebersole plans and

the preliminary design from Earth Contact Products to TC Architects, Inc. Summit then asked

Atlas to estimate the cost of the installation of the piers based upon Ebersole’s July plans and the

preliminary design from Earth Contact Products. The estimate broke the cost down per building

and totaled over $665,000.00. On July 21, 2011, Summit told Atlas to order materials needed to

begin work on buildings 3, 9, and 10. On July 26, 2011, TC Architects, Inc. approved Ebersole’s

foundation design, the drawings and specifications for the helical installation, and the Earth

Contact Product’s engineered design. Earth Contact Products noted that the design provided

ultimate capacities with no factor of safety and it recommended a safety factor of 2 be applied.

Change order number two was issued in August 2011 and provided for the cost and labor for the

four helical test piers that were installed in June 2011 at an increased cost of $3,174.00.

{¶5} Change order number 3 was issued August 19, 2011 and signed a few days later.

This change order removed the original contract amount and added the cost of installing piers in

buildings 3, 9, and 10. The new contract price under the change order was $268,539.13. Change

order 3 required Atlas to install the piers in accordance with the TC Architects, Inc. approved shop

drawings and submittals. It indicated that Atlas would be paid on a unit price basis. On August

23, 2011, TC Architects, Inc. issued supplemental instructions that stated, inter alia, that buildings

9 and 10 would no longer require helical piers. It also stated that the helical piers that would be

installed would be installed under the direction of Summit Testing & Inspection Company and to

the depth required by Summit Testing & Inspection Company. Between August 22, 2011 and

September 2, 2011, Atlas installed piers in building 3. Atlas averred that it only billed for the piers

that it actually installed. While the original design did call for 15 additional piers to be installed 4

for privacy walls, Summit told Atlas that AMHA was not going to put piers in the privacy walls

and instead it was going to use a different foundation. The application for payment, when

compared with documents evidencing the piers installed, demonstrates that Atlas actually billed

Summit for less than it installed.

{¶6} Atlas indicated that the installation went well until someone from Summit Testing

& Inspection began providing different instructions than that provided by the designs. Atlas asked

Summit about the issue and Summit told Atlas to follow the direction of Summit Testing &

Inspection. Atlas requested that Summit release it from liability due to the changes ordered by

Summit Testing & Inspection and also asked for a change order to verify the decrease in safety

factor but the request was not granted. In addition, Summit Testing & Inspection caused delays in

the installation by requiring Atlas to twice get a new gauge because Summit Testing & Inspection

thought there was a problem with the gauge. After still being unhappy with the gauge, Summit

Testing & Inspection then told Atlas to put the original gauge back on. Atlas requested payment

for the lost time in an email to Summit. Summit responded that it would be submitting a claim for

the delay and that Atlas would be a part of that claim. Summit, TC Architects, Inc., and AMHA

entered into a change order that included $10,000 for delay costs. However, Summit did not pay

any of those funds to Atlas.

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