2026-08-04T10:30:29-04:00 2026-03-31 990PF 2025-04-01 812063837 MAGNUSSON KLEMENCIC ASSOCIATES FOUNDATION MAGN 2062921200 1301 5TH AVE STE 3200 SEATTLE WA 981012614 William Christopher Treasurer 2062158269 2026-08-05 2025 2025-03-06 01:10:19Z X 1028511 X 320000 23669 23669 0 0 0 0 0 0 0 0 0 0 0 0 0 0 343669 23669 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 348 348 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3208 0 0 0 3556 348 0 0 127500 127500 131056 348 0 127500 212613 23321 0 263155 332099 332099 552743 696412 696412 0 0 0 0 0 0 0 0 0 0 0 0 0 0 815898 1028511 1028511 0 0 0 0 0 0 0 0 0 0 0 0 0 X 815898 1028511 815898 1028511 815898 1028511 815898 212613 1028511 1028511 324 324 324 0 0 0 324 0 0 false false false 0 0 0 false false false false true true WA false false true false false true mkafoundation. org Magnusson Klemencic Associates 2062921200 1301 5TH AVE STE 3200 SEATTLE WA 981012614 false false false false false false false false false false false false false false false false false false false false false Ronald Klemencic C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 President 1.00 0 0 0 Bill Christopher C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Treasurer 1.00 0 0 0 Robert Baxter C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Matt Jones C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Beatriz Arostegui C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Russell Larson C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 NONE NONE See Supplemental Info Part XIV - Line 3a 0 0 738058 0 738058 0 0 738058 11071 726987 36349 36349 324 0 324 36025 0 36025 0 36025 127500 0 0 0 0 127500 36025 0 176617 68330 166330 109033 158303 678613 127500 0 36025 91475 770088 0 0 0 0 0 176617 593471 68330 166330 109033 158303 91475 None None MKA Foundation 1301 Fifth Avenue Suite 3200 Seattle WA 98101 2062158269 Research Topic Applcaiton: Topic how the research will meet the misison of the Foundation and need of the indsutry proposed reasearch dissemination plan principal investigator industry support proposed timing funding request contact information. None Must support the mission of the Foundation and the industry. University of Michigan Box 223131 Pittsburgh PA 22101 No Relationship PC 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. 0 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF 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. 0 Building Transparency 3216 W Bertona Seattle WA 98199 No Relationship PF 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. 0 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF 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. 0 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF 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. 0 Charles Pankow Foundation 5501 Merchants View Square Suite 114 Haymarket VA 20169 No Relationship PF 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. 0 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF 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. 22500 2030 Inc Architecture 2030 Inc 607 Cerrillos Road Suite G Santa Fe NM 87505 No Relationship PF 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. 50000 Charles Pankow Foundation 5501 Merchants View Square Suite 114 Haymarket VA 20169 No Relationship PF RGA 01-25: 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. 25000 West Virginia University Foundation 1 Waterfront Place 7th Floor Morgantown WV 26507 No Relationship PF This project investigates a supplemental damping system for a floor system long-span truss or stadium raker among other options. The testing involves vibration analysis to confirm anticipated performance. 30000 127500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23669 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23669 0 0 23669 false false false false false false false false false false X X 1 Magnusson Klemencic Associates Inc 1301 5TH AVE SUITE 3200 SEATTLE WA 98101 320000 X In accordance with the Revised Code of Washington 19.09.075 clause 3 organizations are not required to file the Form with the Attorney General in the State of Washington. The requirement is that organizations must simply make the Form 990 available upon request. supplies board stipends 3208 0 0 0 Magnusson Klemencic Associates Inc 1301 Fifth Avenue Suite 3200 Seattle WA 98101 Taxes on investment income 348 348 0 0