flexiblefullpage -
billboard - default
interstitial1 - interstitial
catfish1 - bottom
Currently Reading

Vertical House, Dallas

Vertical House, Dallas

By American Institute of Steel Construction | May 5, 2016

 Photo: Juan MirĆ³

Ownerā€™s Rep: MirĆ³ Rivera Architects, Austin, Texas

*Architect: MirĆ³ Rivera Architects, Austin, Texas

*Structural Engineer: Datum Engineers, Austin, Texas

General Contractor: Withheld at Ownerā€™s Request

*Firms that co-entered the project in the IDEAS2 contest

Located on one of the highest sites in Dallas ā€“ minutes away from downtown, the vertical volume of the five-story residence rises 58 feet above the surrounding landscape,Ā rotatedĀ from theĀ adjacent neighborhood grid to capture views of the picturesque downtown skyline. The compact footprint of the project isĀ sectionally integrated into the site via a carved spiraling entry drive which allows for an almost subterranean experience of the existing naturalĀ canopy, while the verticality of the two exterior screen walls accents the homeā€™s slenderness and height.Ā This curvilinear geometry emanates from theĀ master suite and extends out into the landscape. Visitors to the houseĀ arrive atĀ natural grade andĀ thenĀ crossĀ over the excavated areaĀ via an internally stabilized architecturally exposed structural steel (AESS) footĀ bridgeĀ to the front entry.Ā The 4-ft-wide foot bridge is framed with a pair of C15x50 edge stringers, each spanning 43 feet.Ā  Vertical & horizontal diaphragm X-rod bracing is provided in panel bays of 4-foot, 3Ā½-inches, with a steel grating floor accented by thin strips of glass flooring on the edges.

The house is conceived as two interlocking oppositional volumes: one highly transparent and oriented toward distant views and oneĀ solid and oriented towards the site.Ā TheĀ taut transparent volume is delicately flanked at either end by a vertical steel screen of HSS6x2 AESS columns spaced at 6 inches on center, which simultaneously and elegantly shades and structurally supports this portion of the house.Ā 

The tight floor-to-floor requirements of the project required a close integration of the various building systems, without compromising, and preserving, the structural integrity and preserving the architectural expression.Ā The interior elevated floor framing consists of a series of very shallow depth wide-flange beams with shear studs, supporting a 1Ā½-in.-deep composite metal deck filled with 2Ā¾-in. concrete above the deck flutes.Ā Wide-flange floor framing ranges in size from W10x17 to W10x100.

Each wide-flange beam is connected via welded moment connections to a stiff C15x50 steel channel along the perimeter walls, which distributes the vertical loads from the conventionally spaced interior beams to the closely spaced exterior screen columns.Ā The steel Hollow Structural Section (HSS) curtain, which provides vertical support for the floors, is set 1-foot, 4-inches clear of the floor edge.Ā This visual break between the floor and supporting screen of columns was critical to the architectural effect. Each screen column, positioned proud of the exterior walls, is connected to the perimeter channel via a vertical Ā¾-in.-thick steel plate at each floor level; each plate not only transmits the dead and live loads to the columns, but also provides the required stability bracing against weak axis flexural buckling of each 58-ft-tall screen column, via weak axis bending of the cantilevered plate.Ā The stresses in the connection system were relatively small when compared to the nominal capacities, as the structural design of each plate was materially governed by the flexural stiffness requirements for nodal bracing.Ā 

The solid volume,Ā clad inĀ locally abundant limestone, is tectonically differentiated from its butt-glazed counterpart with inset windows providing a pronounced shadow line at penetrations. A glass & AESS ā€œfloating stair,ā€ along with an adjacent elevator core, provide the primary vertical circulation of the residence. The AESS stair is comprised of 1ā€ x 4ā€ steel plate stringers oriented in a ā€œzigzagā€ geometry that follows the pattern of the AESS tread and riser plates.Ā The stair terminates at an inviting fifthĀ level open-air roof terrace which provides breathtaking 360-degree views of Big D; the terrace is shaded from the afternoon sun by an extension of the HSS6x2 screen columns, which folds at the roof level to form a horizontal roof trellis.Ā The intermediate stair landings are cleverly suspended via two disguised thin steel rods; each rod hangs from the screen-turned-trellis, created a ā€œfloating stairā€ aesthetic.Ā Captured rain water from the roof well is used throughout the site as supplement to surrounding landscaping.

boombox1 - default
boombox2 -
native1 -
halfpage1 -

Most Popular Content

  1. 2021 Giants 400 Report
  2. Top 150 Architecture Firms for 2019
  3. 13 projects that represent the future of affordable housing
  4. Sagrada Familia completion date pushed back due to coronavirus
  5. Top 160 Architecture Firms 2021