Structure & Site
Summer 2023
PROJECT SPOTLIGHT: Parrott Hall
Parrott Hall is a historic three-story wood-framed structure with perimeter brick walls and an ornate wrought-iron perimeter verandah. Formerly known as the Denton House, the building was built in 1852 and has been vacant since the 1970's.

Currently under the ownership of the New York State Office of Parks, Recreation and Historic Preservation, Parrott Hall is listed on the National Register of Historic Places.
In 2018 KHH conducted a structural condition review of the building, in conjunction with Crawford & Stearns Architects and Preservation Planners. Long-term roof leakage had caused severe deterioration to portions of the roof, third-floor framing, and the upper portions of the south wall. After a series of emergency shoring and temporary roof tarping campaigns, a plan was developed to reconstruct the severely damaged roof and exterior wall elements. Construction of this initial phase was completed in 2022. Currently we are finalizing design work for the second phase which includes replacement of the failed portions of the interior floors as well as parts of the verandah structure.

The intent of the project is to maintain the integrity of the exterior envelope and structure in order to create a space that honors the architectural, agricultural, and scientific history of the building.

For the full project profile visit our website here.
Prime Soils Can Benefit From Community Solar
KHH Employee Milestone Anniversaries
Gordon P. Hyatt

35 years
Natalya Medvedev

30 years

Retired in May of 2023
We are also excited to celebrate the following employee anniversaries:
Jim D'Aloisio, 36 years

Cindy MacConnell, 28 years

Michelle Borton, 7 years

Steve Darcangelo, 1 year
Jim Palumbo, 28 years

Leslie Terry, 7 years

Alan Greer, 4 years, with prior internship

Michelle Kivisto, 1 year
What’s Your Foundation Insulation Situation?
By Jim D'Aloisio P.E., LEED AP

Foundation and slab edge insulation is the true “corner of the envelope.” It’s one of the least understood, and frequently one of the least well-detailed, parts of the thermal barrier. Yet the Energy Code conveys clear requirements, and it can be a source of building energy loss and interior occupant discomfort (e.g., cold feet!) if not handled properly.

The E-Code codifies the thermal properties of slab-on-grade edge insulation as either a minimum insulation R-value or a maximum assembly F-Factor for prescriptive code compliance paths. An F-factor is similar to a U-factor, except the unit is Btu per linear foot of slab edge, as opposed to Btu per square foot. F-factors for various insulation configurations are listed in ASHRAE 90.1 Appendix A. Paradoxically, the most effective location for slab edge insulation, through the center of the foundation wall to align with the above-grade perimeter wall insulation, is not explicitly described in the code. Rather, the code allows two locations for the insulation: Exterior and interior.

Insulation along the exterior face of a foundation wall

The Energy Code prescriptive requirement of insulation is for a minimum of two feet down the face of the wall from the elevation of the top of the slab-on-grade. This is where the insulation will be most effective. However, by extending the insulation down to the top of the footing, which is typically how it’s installed, additional thermal losses are avoided, and the resulting F-factor is reduced. Exterior face insulation requires protection, primarily from UV radiation, on all portions of the exposed insulation and the area extending down six inches below grade. For building walls supporting exterior masonry, a useful variant is the use of a bottom course of insulative structural load-bearing material such as foam glass, to minimize thermal bridging losses at the top of the wall. Proprietary material that suits these requirements is readily available, is heat and chemical resistant, and has been successfully used in buildings for decades.

An interesting aspect of exterior face insulation is that it can be incorporated into a frost-protected shallow foundation system. Assuming proper attention is paid to site drainage and subgrade material, this approach results in the required depth of the foundation as roughly half that of a conventional footing that would need to be set below the local extreme frost line depth.

Insulation on the inside of a foundation wall, along the exterior edge of the slab

This variant is currently more common. There are two alternatives to this: Insulation that runs from the top of the slab down the inside face of the foundation wall, and insulation that runs along the exterior edge of the slab continuously with insulation that runs underneath the outer two feet or so of the slab. For higher thermal performance a combination of both schemes can be used. In both cases, the challenge is the top edge: If the insulation does not extend up to the top of the slab, it does not comply with the prescriptive E-code requirements. We and other engineering firms have relied on detailing a 45-degree top chamfer, so that the slab surface is continuous to the face of the wall, while most of the insulation value remains. Despite frequent concerns expressed about this detail, we have not seen it cause any constructability or durability problems. In any case, interior slab edge insulation frequently results in a small, code-allowed but distinct amount of continuous concrete thermal bridging between the slab edge insulation and the superstructure wall insulation.

Click here to find out the insulation material that must be used on New York commercial projects and what the Energy Code suggests for basement wall insulation.

For all of the above conditions, every building has foundation insulation detailing challenges. These include the conditions at door thresholds, exterior columns, and loading docks, to name a few. In addition, on some design teams, the architect shows all foundation insulation details, and on others the structural engineer takes the lead. Ideally, both sets of drawings convey the same insulation geometry. We consider it an opportunity to discuss and coordinate building details with the project architect, to achieve successful and code-compliant construction. 
Who's New at KHH
Greg Cotroneo, EIT, joins KHH with two years of full-time experience and four years of intern experience as a structural engineer. He graduated from Stony Brook University with a Bachelor of Science degree in Engineering Sciences, specializing in Civil Engineering. In his free time Greg likes sailing, tinkering with computers, and enjoys skiing and snowboarding. He resides in Rome, NY with his fiancée.
Latest Events
Jim D'Aloisio was awarded the first David C. Ashley Green Building Advocate of the Year award, pictured on the left, at the 21st annual NYS Green Building Conference in March.

In December KHH employees gathered together with other firms in our building for a Holiday Feast featuring a gift exchange and an entire table devoted to desserts. It was followed in January with a spaghetti meal complete with homemade garlic bread for an office-wide luncheon, a hot cocoa bar on Valentine's Day, and a cookout on a sunny day in April.

The NY Statewide Preservation Conference, held at the Emerson Pavilion in Auburn, NY, was an enriching event attended by Jim Palumbo.

Jim D'Aloisio presented at the CSI Construction Outlook event in April, highlighting projects currently in progress or coming up for bid.

A celebration to commemorate the retirement of Natalya Medvedev was held at the end of May. KHH staff gathered to reflect on her career accomplishments and share stories about her time here at KHH.
Klepper, Hahn & Hyatt has signed on to SE 2050!
SE 2050 is an acronym for the Structural Engineers 2050 Commitment Program, designed to ensure substantive embodied carbon reductions in the design and construction of structural systems by the collective structural engineering profession. The term "embodied carbon” refers to the amount of carbon dioxide and other global warming gases emitted into the atmosphere by the extraction, processing, and use of a material or system.
 
The SE 2050 Commitment Program got its start from structural engineers who recognized a need to get involved in sustainability. The program is only two years old but already more than 100 firms across North America have signed on and submitted an Embodied Carbon Action Plan, or ECAP. Based on the work of the Carbon Leadership Forum, it has been endorsed by ASCE’s Structural Engineering Institute.
 
What does that mean for KHH? We have submitted an ECAP outlining our commitment to “understanding, reducing, and ultimately eliminating embodied carbon in our structural projects by the year 2050” through education, advocacy, reporting, and carbon reduction. Education starts from within, and we are launching an education program for our staff to share knowledge about embodied carbon that is emitted from structural materials and systems. Advocacy includes SE 2050 information uploaded to our newsletter and website. Reporting is developing and submitting calculations of the embodied carbon of structural materials from select projects to be included in the SE 2050 database. Reduction of carbon occurs when we select materials and systems for our projects that have lower than industry-average embodied carbon. An example of this is specifying the use of supplementary cementitious materials, such as fly ash or slag, in our projects’ concrete mixes. Of course, we will always make sure that our decisions do not negatively impact the structural performance, durability, or budget considerations of our clients’ projects.

For more information on SE 2050, including a list of signatory firms, click here.
Join us on social media!
More time-lapse videos of the construction progress at UHS Wilson Medical Center have been added to our social media sites! The project, located in Johnson City, NY, also recently celebrated a top beam ceremony in April for the completion of the structural steel framing of the building.

Click here to see pictures of the top beam placement and check out our other posts on the latest construction progress for the six-story tower!

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KHH IS HIRING
Klepper, Hahn & Hyatt is seeking professionals for positions in our firm. Talent, experience, and enthusiasm can lead to significant growth potential. We are a modest-sized, multidisciplinary design firm with a friendly, collaborative work environment, and offer an excellent benefits package. For more information on our open positions, please visit us at https://khhpc.com/contact-us/careers/  
315-446-9201