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CONSTRUCTION PERIOD                                                                                Download Brochure



David Ben Gurion Street corner Manuel de Jesus Troncoso St., Piantini, Santo Domingo, DN




20,481 m2



The project consists of two modern and elegant towers of eighteen (18) levels. With 13 apartments in each tower one per level, with 460m2 net and one (1) two level penthouse of 662m2 net. The project was built on a plot of 3310.76 m2, as a whole the project developed a total of 20,481 m2 of construction.

The project is located in the Central Estate, an area characterized by the width of its streets, its easy movement, the quality of the adjacent buildings and its proximity to major shopping centers, schools, etc.. It is located at David Ben Gurion St. corner Manuel de Jesus Troncoso St., Piantini sector in the city of Santo Domingo, DN

The project developed two underground levels designed primarily for parking lots, warehouses and passageways, also found in the basement are the power generation room, living for drivers, bathrooms, among other things. Each apartment has four ample parking with easy access.

In the first level of the building are presented extensive and diverse social areas composed of a gazebo, pool, jacuzzi, children's beach style pool with waterfall, sundeck, saunas, and green areas for visual delight from the terraces, that each apartment can enjoy. Among other facilities the project developed at this level a spacious multipurpose room, administrative offices and in each tower an elegant lobby and convenient gym. The vertical circulation of the project is provided by three large elevators and an emergency external staircase made of reinforced concrete.

The apartments developed in this project are provided with the following facilities: lobby, living room, study, terrace, main kitchen, family room, three bedrooms with bathroom and walk-in closet, guest bath, secondary kitchen, terrace with service laundry area, bedroom with bathroom. The pent-houses, besides the environments described above for typical apartments, terraces consist of indoor and outdoor pool with jacuzzi, living room, and other facilities on the second level.

Main Bearing structure:

Comprising a frame system of beams, columns, shear walls and reinforced concrete slabs, eighteen structurally levels that developed the project. The compressive strength of concrete columns, beams and slabs is fc = fc = 280kg/cm ² and ² 210kg/cm for foundations, the yield stress of the reinforcing steel is 4200 kg / cm ². The slabs were lightened using the system LIGEROLOSA-


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