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Tower Design Banks on Potential Expansion
ABN AMRO building features
a composite structural system May 2003
by Craig Barner
Like the funds inside, the ABN AMRO bank under construction
in Chicago's West Loop could multiply.
Construction of the approximately $185 million tower began
in August 2001, and a second tower might be constructed next
to it, said Boris Hornjak, project executive in the Chicago
office of New York-based Turner Construction Co., the general
contractor. "It depends on the owner and how they wish
to proceed," he added.
The rising tower is on the eastern half of the block bounded
by Madison, Clinton, Jefferson and Washington streets, and
the potential No. 2 structure would go up on the western half.
The design of the would-be, two-tower plaza affected the phase
one building, said Joe Burns, principal in the Chicago office
of New York-based Thornton-Tomasetti Engineers, the structural
engineer.
Space is limited on the block, and strategies were implemented
to fit everything, he said. The caissons and columns on the
first tower's western edge, for instance, were designed to
support the potential phase two tower's eastern edge.
"The gravity of the tower that would come in the future
would land atop the columns and caissons we have already installed,"
Burns added.
Besides space, Burns said planning took into account other
elements, such as accommodating Chicago's ever-present winds.
The buildings' designs were tested in a laboratory to ensure
the two together wouldn't cause an unacceptable acceleration
of the wind speed, in addition to other tests to make certain
the structures' lateral resistance and cladding could withstand
the loads.
Going Dutch
The phase one tower will be the North American headquarters
of Amsterdam-based ABN AMRO Bank N.V. and should be finished
in September.
The structure will help consolidate the financial giant's
Windy City holdings, which include LaSalle National Bank,
Cragin Federal Bank for Savings, Talman Home Federal Savings
and Loan Association and other businesses. The firm's existing
operations are scattered across numerous Loop locations.
The 1.4 million-sq.-ft. structure will have 30 floors, Hornjak
said. The bottom-six floors, made up of 60,000 sq. ft. of
space, will have twice the area of the upper floors, he said.
The bank's considerable data processing and check-processing
operations will be located on three of the lower floors.
Besides the shell and core, Turner is also overseeing the
interior construction of floors three, four and five. Schaumburg,
Ill.-based Power Construction Co. is handling the build-out
work on the other floors.
A cornice partly clad in stainless steel crowns the building
and provides it with a decorative draw, said David Kelly,
senior project engineer for Turner.
Viewed from the southeast, the building brings to mind a
ship. The wide bottom six floors resemble a hull, and the
narrow upper 24 floors that come to a point at the corner
of Madison and Clinton streets look like a sail.
Overcoming Sitework Deficits
Workers encountered sitework obstacles.
For example, six dewatering wells were needed to drain water
from the large site before excavation could start, Kelly said.
The water table was lowered more than 40 ft. so caisson shafts
would not collapse during excavation, he added. The sitework
took time because 85 caissons were placed about 90 ft. deep.
"They pretty much drilled continuously," Kelly
said. About 60,000 cu. yds. of dirt was removed from the site.
Another issue involved integrating the foundation walls'
temporary bracing with the walls of the post-tensioned concrete
basement, Hornjak said. "We had to design the post-tensioning
around the internal bracing and then take [the struts] out
after the basement was constructed," he added.
Structural Payback
The building's composite structural system of concrete and
steel is paying dividends.
The tower's 150-ft.-long, 30-ft.-wide core, which holds the
elevators, stairs and some rooms, is composed of five concrete
cells, Thornton-Tomasetti's Burns said. The core tapers as
it rises, leaving only two cells at the top. The perimeter
is held up with structural steel.
The core provides the building with its primary lateral resistance
against the wind. "That frees up the rest of the steel
framing to be light, open and simple," he added.
The strength of the core's structural support is efficient
because it lessens the number of steel columns to hold up
the building, Hornjak said. Only a few columns are located
north and south of the core, and there are zero columns east
and west of the core.
A bank requirement was to have wide spans for broad views,
he said. "We have a 45-ft. perimeter-to-core span,"
he added.
About 6,000 tons of steel make up the structure, and the
erection was intricate, Kelly said. Every level, for instance,
has a 1-ft. raised floor to provide space for air delivery.
"We had two different top-of-steel elevations [on every
floor]," he added. "We had a top of steel in the
core and a top of steel in the bays."
The building features a floor-to-floor height of 13 ft.,
6 in.
Y-shaped columns made up mostly of steel tubes will support
the cornice - sometimes referred to as the trellis - at 30
ft. intervals, Kelly said. Because of their large size, the
Ys were shipped in pieces, welded together on the ground and
lifted into the building.
"The trellis hangs out over the building," he added.
Dressing for Success
A unitized curtain-wall system dresses the building exterior.
The green and blue panels were fabricated off-site, delivered
on pallets and lifted into the building with a crane, Hornjak
said. Typically, the panels were installed floor by floor
going up and in a counterclockwise fashion.
The exception to the pattern is the hoist bay, which will
be clad last.
Erecting and cladding the point on the corner of Madison
and Clinton was dicey, Kelly said. The point is made up of
stacked horizontal triangles the full height of the building,
and the horizontal beams meet at a vertical member rising
every three floors.
"Ironworkers had to shimmy up that column in winter
at the edge of the building to receive the beam," Hornjak
said.
A triangle-shaped platform was designed as a staging system
to clad the point, and rigging was secured and dropped from
the roof inside the point to support the platform, Kelly said.
The point will have no floor.
Tolerances were strict throughout the building because play
of only 2 1/2 in. between the edge of the flooring deck and
the inside of the curtain wall was available. "The curtain
wall is not very forgiving of errors," Hornjak said.
No rework has been done because of dimensional errors.
Making MEP Sense
The building's under-floor air-plenum system eliminates ductwork
and allows tenants the flexibility to adapt air conditioning
to their needs.
Chillers on the seventh and 29th floors cool the air, and
fan columns in the core deliver air to the underside of each
floor where there are tap-offs, said Kevin Luoma, associate
with Chicago-based Environmental Systems Design Inc., the
MEP engineer. Diffusers permit the air into the occupied spaces.
The return via natural draft is accomplished through the
ceiling plenum, Hornjak said. "There's no fan sucking
up the air: It's just recirculating," he added.
The advantage is that if tenant moves or a floor layout is
redesigned, only minimal adjustments are needed.
"You don't have to worry about tearing down ductwork
and laying out a whole new system," Luoma said. "You
just have to take the diffusers in the floor and the tile,
move it and, boom, you're done."
Because the pressure drops slightly on the building perimeter,
dedicated fan-coil units ensure that space remains comfortable,
Hornjak said.
The Dearborn Center building is believed to be the first
structure in Chicago with an under-floor air plenum, and ABN
AMRO is likely the No. 2 building.
Redundant electrical generators and computer chillers help
guard against shutdowns, he said.
"The mechanical contracts are probably three times the
value compared with a regular core-and-shell building,"
Hornjak said. "This is a bank with high-tech stuff in
it."
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