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Stabilizing San Francisco's Leaning Tower - Lachezar V. Handzhiyski, S.E., LEED AP BD+C

  • Tue, January 17, 2023
  • 12:00 PM - 1:00 PM
  • Virtual

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This is a Zoom webinar.  Use the link in your confirmation email to register separately with Zoom for a meeting link.

Summary: 

Located at 301 Mission Street, the 650-ft foot-tall Millennium Tower was designed to be San Francisco’s premier residential address. The project geotechnical report predicted 4 to 6 inches of settlement over the project’s life, however, as construction neared completion in 2009, settlement had already reached 10 inches. As development occurred on adjacent parcels, accompanied by continuous dewatering of the surrounding soils, settlement continued. By 2014, instrumentation installed to monitor the effect of adjacent construction, recorded that the mat had dished, settled nearly 14 inches, and that the roof had tilted to the northwest a similar amount.

As the City of San Francisco threatened to red tag the building, counsel for the developer, Mission Street Development (MSD), retained Simpson Gumpertz & Heger (SGH) to determine if the settlement had damaged the structure and created a safety issue. Although SGH found that settlement had not appreciably affected the structure’s adequacy, in 2015, with settlement exceeding 16 inches, litigation ensued between the homeowners’ association, MSD, the City of San Francisco, and the development teams for adjacent projects. Under the terms of a negotiated settlement, SGH designed a foundation stabilization upgrade that formed the basis for dispute resolution and which is currently under construction.

Lachezar V. Handzhiyski, S.E., LEED AP BD+C

Lachezar Handzhiyski has ten years of experience in structural design, peer review, and evaluation of new and existing building structures. He has developed and delivered performance-based seismic designs for office and government buildings in the United States and China. Lachezar has worked with a variety of structural systems including moment frames, concrete shear walls, exterior diagrids, and unreinforced masonry walls. He is familiar with historic structural design practices and has evaluated more than 20 pre-1995 buildings. Mr. Handzhiyski currently serves as a Senior Project Manager in the San Francisco Bay Area office of Simpson Gumpertz & Heger.

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