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    Home Builders & Remo Assn of Fairfield Co
    Local # 0780
    433 Meadow St
    Fairfield, CT 06824

    Fairfield Connecticut Building Expert 10/ 10

    Builders Association of Eastern Connecticut
    Local # 0740
    20 Hartford Rd Suite 18
    Salem, CT 06420

    Fairfield Connecticut Building Expert 10/ 10

    Home Builders Association of New Haven Co
    Local # 0720
    2189 Silas Deane Highway
    Rocky Hill, CT 06067

    Fairfield Connecticut Building Expert 10/ 10

    Home Builders Association of Hartford Cty Inc
    Local # 0755
    2189 Silas Deane Hwy
    Rocky Hill, CT 06067

    Fairfield Connecticut Building Expert 10/ 10

    Home Builders Association of NW Connecticut
    Local # 0710
    110 Brook St
    Torrington, CT 06790

    Fairfield Connecticut Building Expert 10/ 10

    Home Builders Association of Connecticut (State)
    Local # 0700
    3 Regency Dr Ste 204
    Bloomfield, CT 06002

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    Building Expert News and Information
    For Fairfield Connecticut


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    FAIRFIELD CONNECTICUT BUILDING EXPERT
    DIRECTORY AND CAPABILITIES

    The Fairfield, Connecticut Building Expert Group at BHA, leverages from the experience gained through more than 7,000 construction related expert witness designations encompassing a wide spectrum of construction related disputes. Drawing from this considerable body of experience, BHA provides construction related trial support and expert services to Fairfield's most recognized construction litigation practitioners, commercial general liability carriers, owners, construction practice groups, as well as a variety of state and local government agencies.

    Building Expert News & Info
    Fairfield, Connecticut

    Expansion of Statutes of Limitations and Repose in K-12 and Municipal Construction Contracts

    March 27, 2019 —
    The purpose of this whitepaper is to bring attention to a trend in K-12 and municipal construction contracts, which expands the time periods for law suits against construction professionals. Introduction and Background Under Colorado statute, the period of time within which a legal action for construction defects may be brought against a construction professional in Colorado is two years from when the claimant (or its predecessor in interest) discovers or in the exercise of reasonable diligence should have discovered the physical manifestations of a defect (the “Statute of Limitations”), but in no case may an action be brought more than six years after substantial completion of the improvement, unless the claim arises in the fifth or sixth year after substantial completion, in which event the action may be brought within two years of such date, i.e., up to eight years after substantial completion (the “Statute of Repose”). See C.R.S. § 13-80-104. While the triggering events differ for the Statute of Limitations and Statue of Repose, the periods are intended to run concurrently to limit the period of time an action may be brought against construction professionals for construction defects to, at most, eight years after substantial completion. Importantly, these limitations periods may be expanded by agreement. Prior to 1986, Colorado law provided for a 10-year Statute of Repose. However, in 1986, Colorado’s legislature shortened the Statute of Repose time limit to the current six (or up to eight) year period. In 1986, Colorado also redefined the date the claim arises from the date the defect was discovered or should have been discovered to the date the physical manifestation of a defect was discovered or should have been discovered. Therefore, after 1986, the two-year limitations period could begin to run when a claimant should have discovered the manifestation of a defect, even if the claimant did not recognize that a defect existed. Read the court decision
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    Reprinted courtesy of David McLain, Higgins, Hopkins, McLain & Roswell, LLC
    Mr. McLain may be contacted at mclain@hhmrlaw.com

    NYC Supertall Tower Condo Board Sues Over Alleged Construction, Design 'Defects'

    October 04, 2021 —
    The condominium board at a 1,396-ft-tall residential tower on New York City’s Billionaires’ Row has sued the building’s developers, claiming to have identified more than 1,500 construction and design defects in common areas alone. Reprinted courtesy of James Leggate, Engineering News-Record Mr. Leggate may be contacted at leggatej@enr.com Read the full story... Read the court decision
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    Las Vegas’ McCarran Tower Construction Issues Delays Opening

    August 13, 2014 —
    The Las Vegas Review-Journal reported that an improperly applied chemical coating might delay the opening of McCarran International Airport’s Federal Aviation Administration tower by a year and cost millions of dollars to repair. The chemical coating was intended “to prevent the spread of toxic fungus,” but was “improperly applied and is ineffective,” workers on the site told the Las Vegas Review-Journal. “Officials said the” $99 million, 352-foot “tower was expected to be operational by 2015, but the FAA now says it won’t be able to use the facility until late 2016 or early 2017.” Read the court decision
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    Reprinted courtesy of

    Tall Mass Timber Buildings Now Possible Under 2021 IBC Code Changes

    February 03, 2020 —
    The International Code Council (ICC) has approved 17 changes to the 2021 editions of the International Building Code (IBC) and International Fire Code, allowing for mass timber buildings up to 18 stories. With the addition of three new mass timber construction types (Type IV-A, IV-B, and IV-C), this is the first time in the history of the modern building code that significantly new construction types have been added to the code. Building Materials The primary building material that makes tall mass timber (TMT) buildings possible is cross-laminated timber (CLT). CLT is manufactured from dimension lumber (nominal 2x lumber) laid side-by-side or mass plywood panels of a specified width. Laminations of lumber are typically laid perpendicular to each other to form panels of various thicknesses that are bonded together using heat resistant adhesives that cure in large hydraulic presses. CLT commonly consists of an odd number of laminations. These solid wood panels can be anywhere from 6 inches to 20 inches nominal thickness and 60 feet long. Typical CLT panels will be 6 inches to 14 inches nominal thickness. The panels are fabricated off site, transported onto the construction site and assembled in a manner that is efficient and remarkably fast. CLT panels can be used as floor, wall, or roof building elements supported by glued-laminated beams and columns. Reprinted courtesy of Kenneth Bland, Construction Executive, a publication of Associated Builders and Contractors. All rights reserved. Read the court decision
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    Biden Unveils $2.3 Trillion American Jobs Plan

    May 10, 2021 —
    This past week, President Biden unveiled his American Jobs Plan, a $2.3 trillion dollar plan to upgrade the nation’s infrastructure over 8 years. As we wrote about this past month, the American Society of Civil Engineers recently issued its 2021 Infrastructure Report Card which gave the country’s infrastructure a cumulative grade point average across several areas including roads, public transportations and schools of a disappointing C-. According to a White House fact sheet on the American Jobs Plan, while the United States is the wealthiest county in the world it currently ranks 13th when it comes to the overall quality of its infrastructure. Infrastructure spending at the federal level has historically been paid for through the gas tax. Currently, that tax is 18.4 cents per gallon for gasoline and 24.4 cents per gallon for diesel. The last time the federal gas tax was increased, however, was nearly 30 years ago in 1993. The reason for this long hiatus? Voter backlash and backlash by big businesses whose fleets still primarily rely on fossil fuels and diminishing returns as the number of electrical and hybrid vehicles increasingly hit the streets. Read the court decision
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    Reprinted courtesy of Garret Murai, Nomos LLP
    Mr. Murai may be contacted at gmurai@nomosllp.com

    Hotel Owner Makes Construction Defect Claim

    January 28, 2013 —
    A lawsuit has been filed over the construction of the GrandStay Hotel & Conference Center in Apple Valley Minnesota. Apple Valley GSRS, LLC, who invested in the hotel, has sued Cole Group Architects and Cornerstone Construction, alleging that the architects design was not to industry standards and that the builder used inferior materials and techniques. The lawsuit makes claim of "significant damage." The hotel hired an engineer who subsequently recommended that all the stucco and the roof should be be replaced. The stucco has shown signs of cracking and crumbling. The hotel states that the roof has problems with leaking. Cornerstone has denied the hotel's claims. They have also counter-sued their subcontractors. Read the court decision
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    Denver Airport Terminates P3 Contract For Main Terminal Renovation

    November 12, 2019 —
    In a move that stunned transportation planners around the country, Denver International Airport terminated the contractor team working on a $650-million terminal renovation. The move also ended the airport’s $1.8-billion public-private partnership with Great Hall Partners, a consortium led by Ferrovial Airports, with partners Saunders/JLC Infrastructure. Mark Shaw, Engineering News-Record Mr. Shaw may be contacted at shawm@enr.com Read the full story... Read the court decision
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    Product Liability Alert: Evidence of Apportionment of Fault Admissible in Strict Products Liability Action

    March 26, 2014 —
    In Romine v. Johnson Controls, Inc. (No. B239761, filed March 17, 2014), the California Court of Appeal for the Second District held that a trial court must permit a defendant, in a products liability action, to present evidence of apportionment of fault among settling and non-settling entities. The case involved an automobile collision in which the plaintiff was struck from behind, causing the driver’s seat to recline and propel plaintiff into the back seat where she struck her head. Plaintiff was left quadriplegic as a result. Plaintiff brought suit against the driver who caused the accident, the Nissan entities who manufactured the car plaintiff was driving, Johnson Controls, Inc. (“Johnson”), Ikeda Engineering Corporation (“Ikeda”), Vintec Co. (“Vintec”), and Autoliv ASP, Inc., who designed and manufactured the driver’s seat of the vehicle plaintiff was driving, and against Faurecia Automotive Seating, Inc. who manufactured the recliner mechanism of plaintiff’s vehicle’s front seat. Ikeda participated in the design of the driver’s seat and Vintec manufactured the driver’s seat. Johnson manufactured the seat belt for the driver’s seat of plaintiff’s vehicle in accordance with Nissan’s design. Prior to trial, plaintiff settled with the defendant driver, the Nissan defendants, the Autoliv defendants, and Faurecia Automotive Seating, Inc. Plaintiff elected to proceed to trial solely on a cause of action for strict products liability against Ikeda and Vintec. Pursuant to a stipulation, Johnson agreed it would be legally responsible for damages awarded to plaintiff at trial based upon the actions of Vintec or Ikeda. At trial, the court precluded Vintec and Ikeda from offering evidence that: (1) plaintiff would not have been injured if her vehicle’s seat belt was designed in a different manner by Nissan; (2) Nissan chose the manufacturer of the recliner mechanism and required defendants to use that manufacturer and that part in the seat; and (3) The other defendants had already reached settlements with plaintiff. Reprinted courtesy of R. Bryan Martin, Haight Brown & Bonesteel LLP and Kristian B. Moriarty, Haight Brown & Bonesteel LLP Mr. Martin may be contacted at bmartin@hbblaw.com; Ms. Moriarty may be contacted at kmoriarty@hbblaw.com Read the court decision
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