Grants paid by Magnusson Klemencic Associates Foundation
EIN 81-2063837 · Seattle, WA · Form 990-PF, Part XV · NTEE T30
Magnusson Klemencic Associates Foundation of Seattle, WA (EIN 81-2063837) reported 25 grants paid totaling $719,047 to 4 recipients in tax years 2021–2025, on Form 990-PF, Part XV. Derived from IRS e-file data, dataset version 2026.09.0, built 2026-09-03.
Grants paid
$719,047
25 grants
Recipients
4
distinct organizations
Tax years
2021–2025
5 filings in the corpus
By tax year
| Tax year | Grants paid | Amount paid | Approved for future |
|---|---|---|---|
| 2021 | 4 | $139,892 | — |
| 2022 | 3 | $101,698 | — |
| 2023 | 5 | $146,250 | — |
| 2024 | 5 | $142,457 | — |
| 2025 | 8 | $188,750 | — |
Top recipients
The 4 recipients receiving the most from Magnusson Klemencic Associates Foundation, by grants paid, out of 4 distinct recipients.
| Recipient | Match | Location | Grants | Total paid | Latest year |
|---|---|---|---|---|---|
| Charles Pankow Foundation | U | Mclean, VA | 19 | $502,500 | 2025 |
| University of Michigan | U | Pittsburgh, PA | 4 | $141,547 | 2025 |
| 2030 Inc Architecture 2030 Inc | U | Santa Fe, NM | 1 | $50,000 | 2025 |
| Building Transparency 84-2727715 | B | Seattle, WA | 1 | $25,000 | 2025 |
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.
Every grant
All 25 grant rows this organization reported, most recent first.
| 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 |
| 2024 | Charles Pankow Foundation Mclean, VA | U | $50,000 | 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. | 202402149349100300 |
| 2024 | University of Michigan Pittsburgh, PA | U | $29,957 | 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." | 202402149349100300 |
| 2024 | Charles Pankow Foundation Mclean, VA | U | $25,000 | 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. | 202402149349100300 |
| 2024 | Charles Pankow Foundation Mclean, VA | U | $25,000 | paid | RGA 01-21 Ordinary structural walls subjected to wind and seismic loading protocols: this research involved large scale testing on ordinary reinforced concrete walls with c-sharped and rectangular cross-sections to develop performance-based wind design recommendations for ACE Committees 375 and 318. | 202402149349100300 |
| 2024 | Charles Pankow Foundation Mclean, VA | U | $12,500 | paid | Foundation Mats with High Strength Steel Reinforcement #01-19: The research aims to 1 obtain additional data for a deep member with high-strength longitudinal reinforcement and without shear reinforcement thereby providing additional data for very deep members that can inform the ACI 318 one-way shear equations for very deep members with low flexural reinforcement ratio. 2 obtain data for a soil-supported deep member to address the question of whether there are fundamental differences between the behavior of soil-supported deep beams and simply supported deep beams. | 202402149349100300 |
| 2023 | Charles Pankow Foundation Mclean, VA | U | $50,000 | paid | RGA 06-22 Assembly Live Load Consistency For Buildings - Gateway to Reducing Embedded Energy: Dating back to the 1800's there have been live load surveys and analyses particularly of area-dependent loads in office buildings. As will be shown however while some occupancy loads have received careful examination assembly has almost been an afterthought. Indeed there has been no systematic review and consideration of reliability-based scenarios for assembly requirements. The driving rationale for the present study is a modem determination of these loads. Prioritization on safety which is appropriate has led to a tendency of overdesign in some cases of which assembly floor loading is one. Without a reliability- and performance-based approach these loads have continued essentially unchanged since their first pre-code promotion in 1893. This research is an innovative modern approach to reliability-based design live loads for assembly areas in buildings to promote improved safety. | 202322219349100207 |
| 2023 | 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 Need for Speed initiative to reduce the time from conception to occupancy for steel building structures. | 202322219349100207 |
| 2023 | Charles Pankow Foundation Mclean, VA | U | $25,000 | paid | RGA 05-22 Performance Based Structural Fire Design for Authority Having Jurisdiction Officials: This project will develop educational training materials to introduce AHJ to the topic of performance-based structural fire 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 PBSFD designs along with their assumptions limitations and caveats. They will be able to effectively manage relationships between the engineering team and the peer review panel and make final decisions based on building codes for steel concrete masonry and wood structures. The educational 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. | 202322219349100207 |
| 2023 | Charles Pankow Foundation Mclean, VA | U | $25,000 | paid | RGA 01-21 Ordinary Structural Walls Subjected to Wind and Seismic Loading Protocols: This research involves large scale testing on ordinary reinforced concrete walls with C-shaped and rectangular cross-sections to develop performance-based wind design recommendations for ACI committees 375 and 318. | 202322219349100207 |
| 2023 | Charles Pankow Foundation Mclean, VA | U | $15,000 | paid | RGA 06-16 Seismic and Wind Behavior and Design of Coupled CF-CPSW Core Walls for Steel Buildings: A new composite shear wall system is being explored in this ground-breaking research at Purdue University and the University at Buffalo. The innovative shear wall system employs two steel plates connected by steel cross ties that are then filled with high strength concrete. The shear wall system is free of traditional rebar reinforcing. The Bowen Lab at Purdue University is testing six one-third-scale planar specimens of the composite steel plate shear wall systems as part of Phase 1 of the research program. Phase 2 includes testing of non-planar wall segments C- and T-shaped modules with Phase 3 testing composite shear wall systems with coupling beams. The focus of this project is twofold: to generate data-based numeric models that can be used to develop wind and seismic provision and to gain insight into the performance of various detailing layouts. | 202322219349100207 |
| 2022 | Charles Pankow Foundation Mclean, VA | U | $50,000 | paid | RGA 03-20 - Composite Floor-to-Speedcore wall Systems: Performance Based Fire Resistance and Design. This research will develop performance based fire resistant design provisions for the complete floor system consisting of composite floors Speedcore walls and wall-to-floor connections. The design provision will consider both standard and design fire scenarios and develop design methods that account for the complexities of behavior including thermal deformation restraints including axial and flexural deformations and forces induced in the connections and connection limit states including fracture failure. The research will be conducted by two Ph.D. students working collaboratively at Purdue University. | 202212179349100401 |
| 2022 | University of Michigan Pittsburgh, PA | U | $31,698 | paid | RGA A101 - 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-rises 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." | 202212179349100401 |
| 2022 | Charles Pankow Foundation Mclean, VA | U | $20,000 | paid | RGA 02-21 - This research seeks to develop and experimentally validate bolted 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 accelerate the construction schedule. Professor Michel Bruneau from the University of Buffalo serves as the principal investigator. | 202212179349100401 |
| 2021 | University of Michigan Pittsburgh, PA | U | $79,892 | paid | 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." | 202102189349100300 |
| 2021 | Charles Pankow Foundation Mclean, VA | U | $25,000 | paid | Research Grant Agreement 06-19 relates to the use of steel reinforced concrete coupling beams rather than diagonally-reinforced coupling beams. This is an innovative approach that offers a better way to build coupled shear walls as it alleviates reinforcement congestion in the wall to simplify construction. Additionally designing coupling beams for a controlled level of nonlinearity under wind demands is consistent with the approach used for seismic design and results in a design that is more economical. The project is consistent with other research efforts focused on nonlinearity in wind design. | 202102189349100300 |
| 2021 | Charles Pankow Foundation Mclean, VA | U | $25,000 | paid | Research Grant Agreement #05-19 focuses on coupled core wall systems that utilize structural rolled and or built-up steel coupling beams used in low-seismic and wind applications. The detailing of the coupling beam along its span and within the embedded region which will allow for minimal inelastic coupling beam demands during wind events will be evaluated. The knowledge gained will inherently improve the understanding the analyses and design considerations for reinforced concreate shear walls utilizing both bare steel link beams or concrete-encased steel link beams. | 202102189349100300 |
| 2021 | Charles Pankow Foundation Mclean, VA | U | $10,000 | paid | Research Grant Agreement 04-18 relates to advancing performance-based structural fire engineering design in the US through Exemplar Procedural Guidance. The goal of the project is to advance the adoption of structural fire engineering with the AEC industry to benefit public safety while delivering more efficient and economic building designs. To achieve this goal the project will do the following: - Demonstrate the execution of proper SFE design in accordance with newly releases standards - Provide exemplar procedural guidance for a set of building with regional representation and - Explicitly illustrate the benefits of this integrated approach to fire safety through trail design. | 202102189349100300 |
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.
Source filings
Every figure above is traceable to one of these IRS e-file returns by its OBJECT_ID.
| Form | Tax year | Period end | Filed | Schema | IRS OBJECT_ID |
|---|---|---|---|---|---|
| 990PF | 2025 | 2025-03-31 | not stated | 2024v5.1 | 202512209349100301 |
| 990PF | 2024 | 2024-03-31 | not stated | 2023v5.1 | 202402149349100300 |
| 990PF | 2023 | 2023-03-31 | not stated | 2022v5.0 | 202322219349100207 |
| 990PF | 2022 | 2022-03-31 | not stated | 2021v4.0 | 202212179349100401 |
| 990PF | 2021 | 2021-03-31 | not stated | 2020v4.0 | 202102189349100300 |
Derived from IRS Form 990-PF e-file XML; recipient identities from the IRS Exempt Organizations Business Master File. Dataset version 2026.09.0, built 2026-09-03. The same rows as Parquet: manifest; as JSON: /api/funders/812063837.json.
The same organization elsewhere in the program: exempt status and filing health · federal awards · grant guidance · open opportunities.
This is informational only, derived from public data on the dates shown. It is not an eligibility determination, and not legal, tax, or accounting advice. Verify against the official source before relying on it.