Funders › WA › Magnusson Klemencic Associates Foundation › 2025
Grants paid by Magnusson Klemencic Associates Foundation, tax year 2025
EIN 81-2063837 · Seattle, WA · Form 990-PF, Part XV · NTEE T30
In tax year 2025, Magnusson Klemencic Associates Foundation (EIN 81-2063837) reported 8 grants paid totaling $188,750. Dataset version 2026.09.0, built 2026-09-03.
Every grant, 2025
| Tax year | Recipient | Match | Amount | Type | Purpose | Source filing |
|---|---|---|---|---|---|---|
| 2025 | 2030 Inc Architecture 2030 Inc Santa Fe, NM | U | $50,000 | paid | A-105: Climate Positive Design for the Exterior Built Environment: Identify gaps areas for usage improvemet and integration with the existing Pathfinder tool and existing dataset. Update the tool with currently existing planning and landscape datasets as well as basic civil materials. Execute tool interface and output advancement capabilities. | 202512209349100301 |
| 2025 | Charles Pankow Foundation Haymarket, VA | U | $50,000 | paid | RGA 03-23:Behavior of modular steel plate floor assemblies: this project investigates a new modular steel floor framing and diaphragm system for commercial building structures with broad applicability including high seismic zones. The proposed system has key benefits of increasing the speed of construction including eliminating the pouring of a concrete deck. This type of system is key to achieving the goals of the aisc for initiative to reduce the time from conception to occupancy for steel building structures. This is the next phase after RGA 01-22. | 202512209349100301 |
| 2025 | Charles Pankow Foundation Mclean, VA | U | $31,250 | paid | rga 01-22 Behavior of modular steel plate floor assemblies: this project investigates a new modular steel floor framing and diaphragm system for commercial building structures with broad applicability including high seismic zones. The proposed system has key benefits of increasing the speed of construction including eliminating the pouring of a concrete deck. This type of system is key to achieving the goals of the aisc for initiative to reduce the time from conception to occupancy for steel building structures. | 202512209349100301 |
| 2025 | Building Transparency Seattle, WA | B | $25,000 | paid | A-104 The carbon results framework project: the goal of the ec3 tool project is to transform building construction by transparently measuring comparing and reducing embodied carbon emission from construction materials. each year the built environment contributes almost 40% of co2 emission worldwide and it is estimated that there will be a doubling of the amount of building floorspace in the next 40 years. at least half of the carbon footprint of these new building will take the form of embodied carbon in the emissions associated with the building construction including extracting transporting manufacturing and installing building materials. as a result owners designers engineers and contactors are turning their attention to building material seeking information on these products so they can make informed smart choices. the ec3 tool would enable the building industry to easily access and view material carbon emissions data. | 202512209349100301 |
| 2025 | Charles Pankow Foundation Mclean, VA | U | $20,000 | paid | RGA 02-21 This research seeks to develop and experimentally validate bolded splice details for composite plate shear walls-concrete filled CPSW-CF to enable nationwide application of this structural system. The use of CPSW-CF structures leverage steel pre-fabrication in the shop and stay-in-place formwork to reduce the time spent on site and accelerates the construction schedule. Professor Bruneau from the University of Buffalo serves as the principal investigator. | 202512209349100301 |
| 2025 | Charles Pankow Foundation Mclean, VA | U | $12,500 | paid | RGA #04-23 Steel Mass Timber Hybrid Diaphragms and Vibration: aims to investigate the diaphragm and vibration behavior of steel-cross laminated timber CLT floors. This research will catalyze innovation within the building construction field by enabling efficient and effective designs of steel-CLT floors. Steel-CLT buildings are currently being constructed throughout the US. However the existing design guides for diaphragm and vibration design have not been developed through experimental data. Therefore the design of steel-CLT buildings may be overly conservative. | 202512209349100301 |
| 2025 | University of Michigan Pittsburgh, PA | U | $0 | paid | A-101.3 This research project looks to advance Methods for the Efficient Estimation of the Reliability of Post-Elastic High-Rise Wind-Excited Structures within a Performance-Based Design PBD for high-rise buildings. Professor Seymour Spence is the principal investigator and is quoted as follows: Current high-rise structural wind design is hampered by difficulties in efficiently modeling the post-elastic non-linear structural behavior of the system therefore leading to challenges in estimating the reliability of these systems against severe windstorms. This research seeks to define a new paradigm for solving this problem through the development of probabilistic dynamic shakedown frameworks for the inelastic analysis of wind-excited structures. These methods have the potential to provide tools that enable the rapid evaluation as compared to time-history integration of the post-elastic reliability of a wide class of high-rise structures." | 202512209349100301 |
| 2025 | Charles Pankow Foundation Mclean, VA | U | $0 | paid | RGA -5-22 Performance based structural fire design for authorities having jurisdiction officials: this project will develop educational training materials to introduce AJH to the topic of performance-based structural fie design pbsfd. These materials will assist AHJ to gain an understanding of the goals objectives fire scenarios thermal and structural analyses for pbsfd. After completing the training ahj will be able to review pbsdf designs along with their assumptions limitations can caveats. They will be able to effectively manage relationships between the engineering team and the peer review panel and make final decisions based on buildings codes for steel concrete masonry and wood structures. The educations materials will include slides recorded presentations guideline documents recordings of live workshops seminars and discussions by expert panels in the field of structural fire engineering fire protection engineering and performance-based design. | 202512209349100301 |
Match tier: A Reported EIN · B Exact name and place · C Strong name match · D Probable name match · U Unresolved. Tiers C and D are inferred, not reported; see how matching works.
Recipient matching for this dataset version has not yet completed its independent precision check. Tier A rows carry the EIN the filer reported; tiers B–D are the matcher's inference and should be read as leads until the check is published on the methodology page.
Derived from IRS Form 990-PF e-file XML. Dataset version 2026.09.0, built 2026-09-03. All years for this funder.
The same organization elsewhere in the program: exempt status and filing health · federal awards · grant guidance · open opportunities.
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