Building
Name: |
Villanova University: School of Law |
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Location
and Site: |
Villanova, PA. This building
will be constructed on Villanova University's campus. The
building will be located in Radnor Township. |
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Building
Occupant: |
Villanova University: School of Law |
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Occupancy & Function |
The law school will house a law
library, classrooms, student services, faculty and administrative
offices, a chapel, dining facilities as well as a legal clinic in
one single facility. |
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Building
Size: |
170,000 SF |
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Number
of Stories: |
3 stories above grade / 5 total
levels (basement and sub-basement) |
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Primary
Project Team: |
Owner: Villanova
University
General Contractor: Gilbane
CM: SmithGroup
Architect: SmithGroup
MEP: SmithGroup
Landscape Architect: ML Baird & CO Landscape Architects
Civil Engineer: Yerkes
Associates, Inc.
Structural Engineer: O'Donnell &
Naccarato, Inc. |
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Dates of
Construction: |
Construction is set to begin
November 2007. Owner occupancy is set for August 2009. |
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Cost
Information: |
The preliminary estimated total
construction cost including accepted value engineering is
$56,566,661 |
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Project
Delivery Method: |
Guaranteed Maximum Price (GMP) |
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Architecture: |
This building is organized in two
"L" shaped plans which creates a three sided courtyard that faces
west. One wing or "L" is occupied entirely by the law library,
faculty offices, and the chapel. The other wing houses the
classrooms, the atrium, the dining facility and other student
activity areas. The floor to floor height for the law library
and offices is a typical 14' while the classrooms on the first,
second and third floors have a floor to floor height of 17' which
allows for the tiered classrooms. |
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Major
National Codes: |
The building was designed using IBC
2003 |
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Zoning: |
This information has been
requested and is pending. |
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Historical Requirements: |
As this building is being
constructed on land already owned by Villanova University there were
no historical implementations with this project. |
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Building
Envelope: |
Punched windows will be constructed
of 5" deep extruded aluminum frames with 1" insulated low-e glazing.
This will provide U-values of 0.45 in the winter and 0.47 in the
summer.
The window-wall system
will be constructed of 7.5" aluminum mullions with 1" low-e glazing
units and opaque spandrel glass units. Portions of the glazing
on the atrium will be fitted with a ceramic frit screen pattern.
The roof will be constructed of a
modified bitumen system over corrugated structural roof deck.
The steel structure will be sloped to roof drains located along the
center bay of each wing. There will be tapered insulation
crickets to direct rain water toward drains between collection
areas.
The roof assembly will consist of the
following:
- Structural steel deck
- 4" rigid insulation pinned to
deck
- 1" recover board adhered to
insulation
- Modified base sheet adhered to
recover board
- Modified roof membrane and cap
sheet adhered to base sheet
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Structural System: |
Foundations - The columns will bear on shallow spread footings
Columns - 12" deep wide flange columns with typical size of
W12x72
Ground Floor - The ground floor will be SOG
Floor Framing - The typical elevated floor framing will be
constructed of composite structural steel wide flange beams and
girders supporting 3-1/4" light weight concrete on a composite metal
floor deck that can span 8'
Roof Framing - Wide flange structural steel beams and girders
supporting galvanized wide rib metal deck. The steel beams
will be spaced 6' OC |
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*The above information was provided
by SmithGroup engineers and architects. The architectural and
structural data was obtained from SmithGroup's 50% Design
Development narrative. |
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Primary
Engineering Systems: |
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Construction |
Construction on the
Villanova University: School of Law is set to begin in November of
2007. Gilbane will serve as general contractor for this
project. Owner occupancy is scheduled for August of 2009.
The project delivery method of the law school was Guaranteed Maximum
Price (GMP), and the preliminary estimated cost for total
construction including the accepted value engineering is
$56,566,661.
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Electrical |
The power
distribution system for the Villanova University: School of Law is a
simple radial system. The electric service is connected to the
university’s 13.2kV underground primary distribution system with a
15kV primary loop switch. The service is provided by a 2000kVA,
13.2kV primary voltage to 480Y/277V secondary voltage, 3 phase, 4
wire transformer located outside the building. A 3000A, 480Y/277V,
3 phase, 4 wire switchboard is located in the sub-basement and will
distribute power to the building. The switchboard provides power to
elevators, the chiller plant, AHUs, and the lighting and receptacle
panels. The receptacle panels are supplied through a 480V to 208V
transformer.
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Lighting |
In an ongoing effort
to lessen the impact construction has on the environment, the law
school utilizes mostly fluorescent lighting. In the larger spaces
(i.e. classrooms, lecture spaces, courtrooms and the stacks in the
library) fluorescent pendant lighting is used to provide the uniform
ambient lighting. In smaller spaces such as faculty offices and
egress corridors, recessed compact fluorescent luminaires are used.
In areas of interest, some incandescent lighting is used throughout
the building. In the hallways, there are coves above each door
which are illuminated with tubular fluorescent luminaires as a way
to draw your eye to the entrance of the space.
In almost every
space that is accessed on regularly, at least one occupancy sensor
is used as a way to ensure that energy is not used during
unnecessary times. Some spaces have time switches at the entrance
that serve the same purpose. These spaces are mostly spaces that
are not used for extended periods of times. Photocells have been
utilized in areas with a large amount of glazing. This is yet
another way to ensure that all possible energy savings are being
used.
In addition to these
localized controls, the building has three lighting control panels
that control the times of operation of the lighting throughout the
building. Spaces such as offices are turned on at
8 am and shut off at
6 pm, unless of
course the occupancy sensor prevents it. The areas that will be
used by students for longer periods of time will be switched on at 7
am and shut off at 10 pm. Again this will not affect a space if it
is being used because the occupancy sensors will relay that
information back to the LCP.
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Mechanical
Cooling |
The Villanova
University:
School of
Law
utilizes one 300-ton water-cooled, centrifugal chiller and one
300-ton two-stage direct fired absorption chiller which are located
in the lower level main mechanical room. The chilled water system
is a primary-secondary system. One primary constant volume,
base-mounted, end suction chilled water pump is provided for each
chiller. Two secondary, variable volume, base-mounted, end-suction
chilled water pumps are provided and each is sized for 100% flow.
Two induced-draft,
crossflow, single-cell cooling towers are located on the room. Each
tower serves an individual chiller. One serves the absorption
chiller and is sized at 4.0 gpm/ton. The other tower seves the
centrifugal chiller and is sized at 2.5 gpm/ton.
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Mechanical
Heating |
Heat is provided
using Villanova
University’s
central steam plant. Steam is provided year round to the facility.
A 4-inch, 125 psig steam line enters the main mechanical room on the
lower level. The steam line is sized to provide approximately
10,350 MBH or 8,990 lb/hr.
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Structural |
The structural
system consists of spread footings that will bear the columns.
The columns are 12" deep wide flange with a typical size of W12x72.
The ground floor is SOG while the other floors are typical elevated
floor framing and is constructed of composite structural steel wide
flange beams and girders supporting 3-1/4" light weight concrete.
The concrete is placed on top of composite metal deck with a span
width of 8'. The roof framing consists of wide flange
structural beams and girders supporting galvanized wide rib metal
deck. The steel beams are spaced 6' o.c.
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Additional
Engineering Systems:
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Fire
Protection |
The fire alarm
system is a solid state, multiplex, addressable fire alarm system
that consists of graphic annunciation panels at the entrance lobby.
Manual pull stations, audio/visual devices, flow switches, tamper
switches and smoke and heat detectors are located throughout the
building.
The fire alarm
system is connected between the building security system and the
campus central security console. The fire alarm system can be
monitored through any computer and a printer can output all fire
alarm activity. The smoke and heat detectors for the elevator
system are interfaced with the elevator controllers for elevator
recall and shut down requirements.
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Telecommunications |
A duct bank for
telecommunication service to the law school is provided from
Villanova University’s campus telecommunication network. A main
telecom demarcation room is located in the basement. Two telecom
rooms are located on each additional floor. A complete telecom
raceway system consisting of back boxes, conduits, and ladder trays
are run throughout the building on each floor.
All voice and data cables are provided by others as part of a
separate contract. Card access system equipment is also provided as
part of a separate contract.
Finally, a complete security raceway system is provided throughout
the building where needed.
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Transportation |
The main stair case
is located at the meeting point of the two wings of the law school.
Located beside this main stair case are the three main elevators
that serve all levels. At each end of the two wings there is a
small stair case that serves each floor as well. There are no
elevators in these areas however. |