SEATTLE WASHINGTON BUILDING EXPERT
DIRECTORY AND CAPABILITIES

Questions of Fact Regarding Collapse of Basement Walls Prevent Insurer's Motion for Summary Judgment

December 19, 2018 — Tred R. Eyerly - Insurance Law Hawaii
The court denied the insurer's motion for summary judgment on whether the policy covered the collapse of basement walls based upon factual issues presented. Sirois v. USAA Cas. Ins. Co., 2018 U.S. Dist. LEXIS 158508 (D. Conn. Sept. 18, 2018). The insureds' purchased their home in 2010. In December 2015, a crack in the basement wall was noticed. It was not thought to be a serious problem. But in 2016, the insured read an article about defective concrete problems affecting homeowners in Connecticut. An inspector, Dean Soucy, was hired. He found faults and cracks in the foundation walls. Thereafter, a claim was submitted to USAA under homeowners' policies issued over the years to the insureds. USAA denied coverage. Read the court decision
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Reprinted courtesy of Tred R. Eyerly, Damon Key Leong Kupchak Hastert
Mr. Eyerly may be contacted at te@hawaiilawyer.com

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Construction Defect Reform Dies in Nevada Senate

May 10, 2013 — CDJ STAFF
Nevada’s SB161 has failed to move out of the Senate Judiciary Committee. The bill would have reduced the time in which homeowners could file suits and also would have forbidden the inclusion of attorney’s fees as damages. A similar bill remains active in the Nevada House. Read the court decision
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Motion to Dismiss Denied Regarding Insureds' Claim For Collapse

October 29, 2014 — Tred R. Eyerly – Insurance Law Hawaii
The federal district court denied the insurer's motion to dismiss claims for loss due to the imminent collapse of the insureds' basement walls. Belz v. Peerless Ins. Co., 2014 WL 4364914 (D. Conn. Sept. 2, 2014). The insureds noticed cracks throughout their basement walls. It was discovered that the condition was the result of a chemical compound used in the concrete of certain basement walls in the late 1980s and early 1990s. The insureds contended that due to the cracking, the basement walls suffered a substantial impairment to their structural integrity making it only a matter of time until the walls collapsed. The insureds notified their insurer, Peerless. An engineer hired by Peerless determined the walls' condition was caused by poor workmanship and defective materials. On this basis, Peerless denied coverage. Read the court decision
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Reprinted courtesy of Tred R. Eyerly, Insurance Law Hawaii
Mr. Eyerly may be contacted at te@hawaiilawyer.com

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Florida District Court Finds That “Unrelated” Design Errors Sufficient to Trigger “Related Claims” Provision in Architects & Engineers Policy

March 02, 2020 — Jason Taylor - Traub Lieberman
Most professional liability polices include some form of a “related claims” provision that generally provides where two or more claims or wrongful acts are causally or logically related, they will be deemed to constitute a single claim. Importantly, these provisions typically provide that those “claims” are then deemed to have been “first made” at the time the first claim or act was committed for purposes of the policy’s claims-made and reporting requirements. Understandably, these provisions provide insurers and insureds with some clarity over the number and timing of claims that could involve multiple errors or omissions, and potentially aggregate all related claims or acts into a single policy period. While reasonable in principle, application of such provisions, especially involving large scale design and construction projects, is not always so easy. Nova Southeastern University, Inc. v. Continental Cas. Co., 18-cv-61842 (S.D. Fla. Dec. 27, 2019), involved such an insurance coverage dispute with a design project gone wrong. DeRose Design Consultants, Inc. (“DeRose”) was hired as a structural engineer to design “ice tanks” to store and chill water for an energy efficient air conditioning facility constructed on the campus of Nova Southeastern University (“NSU”). An early water test on one of the tanks determined the walls of the ice tank deflected, leaked, and cracked when the tank was filled with water. DeRose later discovered that the problems with the ice tank were caused by a structural design error. The first errors were discovered in early 2009, and reported under DeRose’s professional liability policy with Evanston. DeRose then created a remedial design to repair the tanks, which involved strengthening repairs. Additional leaking and an early indication of corrosion involving the Remedial Design arose as early as October 25, 2009. Several field investigation reports were prepared in 2011 and 2012 confirming these issues with the Remedial Design. A third report in February 2012, however, identified a new error involving the concrete slab under the ice tanks also designed by DeRose. The third report concluded that the concreate slab was overstressed and could not handle the loads of the ice tanks. The report also concluded, however, that the design defects in the concrete slab were “unrelated” to the original design defect of the ice tank walls or Remedial Design. Read the court decision
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Reprinted courtesy of Jason Taylor, Traub Lieberman
Mr. Taylor may be contacted at jtaylor@tlsslaw.com

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99-Year-Old Transmission Tower Seen as Possible Cause of Devastating Calif. Wildfire

December 11, 2018 — Contra Costa Times - Engineering News-Record
Dec. 08 --PULGA -- With winds gusting around 50 mph in the morning hours of Nov. 8 , portions of a PG&E steel lattice transmission tower -- exposed to the elements high on a ridgetop and originally built when Woodrow Wilson was president -- failed. As high-voltage lines got loose and whipped around, striking the metal tower, molten aluminum and metal sprayed across tinder dry vegetation, igniting the brush. Arriving firefighters could only watch as the blaze underneath the power lines quickly spread to wild timber and brush. Read the court decision
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Reprinted courtesy of Engineering News-Record
ENR may be contacted at ENR.com@bnpmedia.com

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Comparing Contracts: A Review of the AIA 201 and ConsensusDocs - Part I

March 22, 2018 — Michael Sams and Amanda Cox – Construction Executive, A publication of Associated Builders and Contractors. All Rights Reserved.
Here’s a helpful comparison of and analysis of some important contract sections in the AIA 201 (2007 and 2017 versions) and ConsensusDocs (2014 and 2017 versions). While not intended to be all inclusive, this summary comparison of the contract documents will run as a three-part series. Part I covers Financial Assurances, Design Risk, Project Management and Contract Administration. Part II will cover Schedule/Time, Consequential Damages/LDs, Claims and Disputes/ADR. Part III will cover Insurance and Indemnification and Payment. FINANCIAL ASSURANCES

• What assurances are there that the owner can pay for the project?

• The Contractor should have the right to request and obtain proof that the Owner has funding sufficient to pay for the Work. The provision should also provide that the Contractor may terminate the Contract if the Owner refuses to allow a review of funding documents, or should the Contractor reasonably determine that the Owner does not have sufficient funds to pay for the Work.

Relevant Sections:

• A201 2007 Section 2.2.1; 2017 Section 2.2.1-2.2.2 A201

• 2014 & 2017 ConsensusDocs 200: Section 4.2

AIA:

• Section 2.2.1 A201 2007 & 2017: Both editions require the Owner, upon Contractor’s written request, to provide, “reasonable evidence that the Owner has made financial arrangements to fulfill the Owner’s obligations under the Contract.” Thereafter, the Contractor may only request such evidence if (1) the Owner fails to make payments; (2) a change in the Work materially changes the Contract Sum; or (3) the Contractor identifies in writing a reasonable concern regarding the Owner’s ability to make payment when due. If the Owner does not comply, the Contractor may stop work.

• Additionally, A201 2017 Section 2.2.2 awards costs to the Contractor for demobilization and remobilization.

Reprinted courtesy of Michael Sams , Kenney & Sams and Amanda Cox, Kenney & Sams Mr. Sams may be contacted at mpsams@KandSlegal.com Ms. Cox may be contacted at ajcox@KandSlegal.com Read the court decision
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Contractor Manslaughter? Safety Shortcuts Are Not Worth It

August 11, 2011 — Douglas Reiser, Builders Council Blog

It’s been a while since I discussed the importance of safety. But, a recent article on ENR.com compelled this brief article. Don’t shortcut safety — you could be facing serious criminal repercussions.



A New York crane company owner and one of his employees are each facing a second-degree manslaughter charge for the death of two construction workers.  The charges stem from the collapse of a crane in New York City. The district attorney determined that the crane owner cut a few corners to reduce its operation costs, significantly sacrificing safety.



Another example was the 2010 trial of another New York crane operator who was charged with manslaughter. In that case, the criminal charges failed to stick, but an administrative judge found that the contractor used a damaged sling to support the steel collar binding the tower-crane mast to the 18th floor of a high-rise building being constructed. The company also used four slings instead of the eight, as specified by the crane manufacturer; improperly attached the slings and failed to pad or soften them.

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Reprinted courtesy of Douglas Reiser of Reiser Legal LLC. Mr. Reiser can be contacted at info@reiserlegal.com

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Micropiles for bad soil: a Tarheel victory

March 14, 2011 — Melissa Brumback

Despite foundation challenges, construction is almost complete on the expansion at University of North Carolina’s Kenan stadium. The project started with a deep foundation system from design-build contractor GeoStructures. Known as the Carolina Student-Athlete Center for Excellence, the addition was built on a parcel with a knotty mix of fill soils, subsurface boulders and varying depths to rock. To achieve uniform foundation support, GeoStructures designed a Micropile system (also known as a Mini pile system) which could be drilled into the variable ground conditions.



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Reprinted courtesy of Melissa Brumback of Ragsdale Liggett PLLC. Ms. Brumback can be contacted at mbrumback@rl law.com.

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