Jasper – 45 Lansing Street

Owner: 45 Lansing Development LLC, San Francisco, CA
San Francisco, CA

Architect: HKS Architect, San Francisco, CA
Engineer: Louie International Structural Engineers, San Francisco, CA
General Contractor: Build Group, Inc., San Francisco, CA
Concrete Contractor: Pacific Structures, San Francisco, CA
Reinforcing Bar Fabricator: Alamillo Rebar, Benicia, CA
Award: 2016 CRSI Award Winner – Residential Building Category
Photography: Golden State Photographic, Oakland, CA

The owner’s ultimate goal was to create an iconic addition to the San Francisco skyline, informed by the surrounding architecture and its creative design, which resulted from the vision of architect Stanley Saitowitz. We achieved the balanced juxtaposition of the classic and the eclectic, conceived with an imaginative living space that is artfully minded, elegant and 100% service-forward.

Jasper draws its inspiration from the film noir aesthetic, a genre of American mid-century films that used expressionistic lighting and shadows, high contrast and stark camera angles to emphasize the allure of the mysterious. These elements are represented throughout the building with its play on tones of black and white. The building incorporates the best of modern 20th century design (glass and steel façade), while still offering playful and inviting interiors.


Typically for a residential project, concrete was selected because of its noise reduction and fire proofing attributes. A post-tensioned concrete slab was used to minimize the floor-to-floor height so that more stories could be placed with the building height envelope. Due to the small core dimension of 31’x32’, and core height-to-width ratio of 12.9 to 1 (400 feet to 31 feet), stiffness of concrete core is required to meet building drift criteria.


  • Four-story basement with no ramps: Car elevator is installed at ground level for car access to basement levels.
  • Property line core: The concrete shear wall core is eccentrically located from the floor plate and close to property line.
  • Concrete moment frame columns are embedded into shear wall core: In one principle direction, the building only has one shear wall pier with built-up steel link beam and moment frame as backup system. Non-linear analysis was performed to insure the performance of building and monitor the interaction between concrete moment frame-column and shear wall core.
  • Tower crane location was inside the building footprint due to the fact that the building footprint occupied the entire site. The portion of the building occupied by the tower crane had to be installed after the tower crane was dismantled.
  • Site was only accessible from one side (which was located between two on-ramps for the I-80). Two sides were within one foot of adjacent properties, and the final side was a one-way alley with no construction access allowed.
  • Due to architectural constraint, a 37-story 30”x48” concrete column is transformed in to a 24”x24” composite column (built-up steel flange) at ground level.
  • Wind tunnel test was performed for human comfort and building façade design.


  • SUSTAINABILITY OBJECTIVES. High volume fly ash concrete (HVFAC) with 9000 psi compressive strength was used for the shear wall and moment frame construction.
  • Utilized a high/early 3000 psi / 24 hour concrete mix to accelerate the schedule.