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General Building Information

Building Name:  One and Two City Center

Location and Site800 and 10th St NW, Washington D.C., 20001

Building Use:  Mixed Use of office and commercial

Size:  12 floors with a building footprint of 59 thousand square feet

          total square footage is 708 thousand square feet

Project team:

Dates of Construction: April 2011 - 2014

Cost of Construction: Not available at this time

Architecture

The office buildings serve as a transition from the city to an urban neighborhood. From the street the building gives off a sleek formal look from its glazed aluminum curtail wall.  Both buildings are separated by Palmer alley which passes between the offices and opens into a courtyard. Once through the alleyway the formal corporate expression is shed and replaced by a retail and dinning environment.  One and two city act as a barrier for the courtyard and retail alleyway.  An additional barrier is a series of glass bridges which span between the two office buildings.  These bridges also allow both offices to be considered one for zoning purposes.  Being in zoning district DD/C-3-C and under housing priority B the height is restricted to 130 feet above grade.  The total above grade height is however 160 feet which is allowable because the floors above 130 feet are used as a mechanical penthouse.  Below grade is a four story parking garage which is used for both public parking and the transportation of products to the various stores above.  Construction on the below grade parking and eventual office building above grade did not start until April of 2011.  Even though the project didn’t start construction until 2011 the design for the project was created in the earlier 2000’s.  Thus codes such as the IBC (International Building Code) 2000 along with ACI (American Concrete Institute), AASHTO (American Association of State Highway and Transportation Officials) and PTI (Post Tensioned Institute) can be quite different from their current editions. 

Building Enclosure

          One and Two City Center are enveloped in a Glazed Aluminum curtain wall.  The Curtain wall is fastened into the post tensioned slab throughout the perimeter of the building.  It is also supported by a series of stainless hollow structural steel members.  Louvers run along the façade of the building and are operable with a rotation of up to  70°.  The building has been deemed class one with an expose category B with a design wind speed of 90 mph.

          The roof of One and Two City Center follow the popular trend in Washington D.C. which is roof top terrace and/or mezzanine.  The mezzanine and penthouse are also green roofs allowing the space to feel more natural and achieve more sustainability.  The bulk of the penthouse and roof area is composed of mechanical equipment however there are five different types of roof assemblies as detailed on the figure to the right.  The typical assembly is hot rubberized asphalt applied to the structure with three inch thick rigid insulation on top.    

Structural

          The main structural systems that supports gravity loads are post tensioned slab with reinforced concrete columns surrounded by drop panels. Post tensioned slabs are 8 ½” thick with ½” diameter low lax cables which are draped in a parabolic profile between supports.  These slabs have a typical concrete compressive strength of 5000 psi with a non-typical distribution of post tensioned cables.  Reinforced concrete columns have #8 bars vertically and #3 bars horizontally with a compressive strength that decreases with building height.  Typical column size is 24” x 24” however there are some columns that are either round, slanted or complex in geometry.  The drop panels surrounding the columns have a typical thickness of 7 ½” with a compressive strength of 5000 psi.   

           

          The lateral resisting system consists of concrete shear walls that span the height of the building.  These shear walls have the same compressive strength as the columns on that particular floor.  Shear walls act as the perimeter for the elevator cores as well as stairwells.  Throughout the walls are #4 sized rebar spaced at 12” which spans both verticals and horizontally.  The thickness of the shear walls is 10” for walls that run north to south and 12” for walls that run east to west.

Mechanical

          The Mechanical system for one and two city center are located on the top 3 floors of the building.  These three floors make up the mechanical penthouse.  Both supply water and outside air are brought into the mechanical systems located on the roof.  The supply water is pumped into an ultraviolet treatment system which then takes the supply of condensed water into the three cooling towers.  These cooling towers on vibration sensitive supports then return the condensed water through a water filtration system and back into the building.  Outside air intake is taken in through a system of louvers in the mechanical penthouse then into a chilled water air handling unit.  Each floor has its own air handling unit located in the center of the floor for ease of distribution.  Air is then distributed through the use of fan powered terminal units.

Electrical / Lighting

          One and Two city center share a main electrical room located below grade in the parking garage.  This is where the ground connections are located for the electrical system. Typical distribution for each floor is from the main electrical room to the transformer on each floor.  From there electricity flows into either 200A or 400A panels one of which is a lighting relay control panel.  The panels then carry the electricity to 400A feeders which then distribute the electricity to the various building fixtures and electrical systems.

         

          The lighting systems in the building are mostly controlled by either wall or ceiling mounted sensors which can be activated by either sound or motion. Typical floor and lobby lighting consists of 2’ x 2’ recessed fluorescent fixtures with a single electronic ballast.  Exit signs are weatherproofed LED fixtures located at the end of each hallway or at turns in the hallway. Other areas such as the bathrooms are lit from CF (compact fluorescent) downlight wall washers.

Construction

          General contractors were Clark Construction and Smoot Construction who were both in a joint venture for the construction of the entire City Center development.  The contract value was $448,000,000 and it covered the contracting and oversight on the entire 2,340,000 square foot development. The project delivery method used for City Center was design – bid build.  Construction was broken down into the four different lots in the development.  One and two city center (lot 46) was one of the first lots constructed.  Construction began in April of 2011 and ended in 2014.  The cost of construction could not be determined at this time.    

Fire Protection

          Emergency systems consist of fire alarms, sprinklers, exit signs, shunt trips and dry pipe valves.  All of these systems are on an emergency power circuit with 120 volts of electricity.  The exit signs are LED and weatherproof for durability.  Shunt trips are connected to heat detectors that shut off the elevators in emergency situations.  Finally the dry pipe system is used to pressurize key egress areas such as stairwells.

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