Steel Construction Vol 40 no 6 - International Steel Structures | Page 20
SAISC projects
LEFT: Substructure (left) and superstructure (right).
BELOW: A girder before removal (left) and after
removal (right).
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ft each) by one east-west bay (18 ft, 6 in.).
Creating the storefront at the lobby also
required removing two wind girders at the
second floor, which represented 20% of the
floor stiffness at that level. To compensate,
the wind girders overhead and in adjacent
bays were reinforced, as were the columns
that support them. Girders at the second
floor are reinforced with 1.125- in. plates at
the top and bottom flanges; the third-floor
girders are reinforced with WT7×79.5 at
bottom flange. Existing built-up columns
consist of W14×426 with 6-in. flange cover
plates. These were further stiffened with
Project Team
Developer:
Equity Office, New York
Architect:
MdeAS Architects, New York
Structural Engineer:
Gilsanz Murray Steficek, New York
General Contractors:
Shawmut Design and Construction, New
York
Structure Tone (plaza), New York
Steel Fabricators, Erectors and Detailers:
United Structural Works, Congers, N.Y.
Burgess Steel, Englewood, N.J.
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new 2-in. by 18½- in. fitted reinforcing
plates added between the flanges, forming
a box and providing stiffness necessary to
counteract the increased unbraced length.
The two end columns that had supported
the removed wind girders also have new
1¼-in. flange plates (over the original
plates).
The demolition and installation procedure
followed a specific sequence to safeguard
the building’s ongoing stability during
the work: 1. Install column cover plates
between the second and third floors 2.
Locally remove the slab around the columns
and install temporary struts (HSS10) 3.
Install a double hanger from temporary
struts to the existing east-west beam
(W24) 4. Remove a portion of the existing
W24 proximate to the western frame 5.
Reinforce the perimeter wind girders 6.
Complete column reinforcement between
first and second floors 7. At the second floor,
demolish the remainder of the slab and the
W24 beam and temporary strut assemblies
Refurbished retail
The final component of the project was the
redevelopment of the 1095 tower’s frontage
along 42nd Street with a new doubleheight
retail space at the western corner, which
connects the street to the concourse
beneath the plaza. To the east of this
corner space, new stairs and a glass elevator
provide access to the subway station
beneath the Avenue. However, a moderate
elevation difference between where the
stairs and elevator land below grade and the
entry to the subway station required a ramp
structure, which was obstructed by existing
framing at the underground concourse level.
Similar to changing the grade between
the Cubes and the plaza, a bent beam
was installed to support the ramp from a
lower elevation. The tops of the existing
beams were coped 4 ft from the foundation
wall and new 8-ft lengths of beam were
added below, bolted to the existing beams’
bottom flanges, with a 4-ft overlap. The
lower member sits on a channel seat at the
foundation wall.
Dramatic destination
Originally initiated as a plaza restoration,
the project was reconceived into a $22
million white box development (the Cubes)
and $14 million reconstruction (plaza and
1095 tower). In 2015, the entire property
consisting of the Cubes and 1095 Avenue of
the Americas tower was sold by Blackstone
to Ivanhoe-Callahan Capital joint-venture
for $2.2 billion – at that time the largest
transaction for a U.S. office building since
2008.
“There is a high demand for new retail
space away from the traditional Fifth Avenue
shopping district as more brands begin
to scout locations lower on Fifth Avenue
or closer to Times Square,” said William
Pisani, vice president of Shawmut Design
and Construction. Whole Foods is taking
two floors of the 1095 tower at the Avenue
and Pandora occupies the plaza-side retail
corner.
The glass and steel structure solidifies the
plaza’s prominence as an active destination
by surrounding the plaza above and below
grade with retail spaces. One of the Cubes’
first retail tenants was an Asics store, which
incorporated a 7-ton NYC subway car into
its space – a unique retail experience for a
unique structure.
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18 Steel Construction Vol. 40 No. 6 2016
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The authors would like to thank Petr
Vancura for his help in writing this article.