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Project Profile: Historic Idaho Capitol Building Expansion

November 8, 2017

History
Although Lewiston, Idaho, briefly served
as Idaho’s capital from the formation of
Idaho Territory in 1863, the territorial
legislature moved the capital to Boise
in December 1864. In 1905, 15 years
into statehood, the Idaho state legislature
passed a bill authorizing construction of the
Capitol Building.
The building was designed by John
E. Tourtellotte, a Connecticut native who
moved to Boise in 1890; and Charles
Hummel, a German immigrant who partnered
with Tourtellotte in 1903. The dome
and central parts of the Capitol were built
from 1905-1912, and the wings (House and
Senate chambers) were constructed during
1919 and 1920. The building is 208 ft. (63
m) high, occupies an area of 201,720 sq. ft.
(18,740 m2), and contains over 50,000 sq.
ft. (4,600 m2) of artistically carved marble.
Four types of marble were used in
the building: red from Georgia, gray from
Alaska, green from Vermont, and black
from Italy. Architectural inspiration included
St. Peter’s Basilica in Rome, St. Paul’s
Cathedral in London, and the U.S. Capitol
in Washington, D.C. The most prominent
feature of the capitol is its dome, topped
by a bronze-gilded eagle nearly 6 ft. tall. As
part of the exterior restoration in 2005, the
eagle received a new gilding of gold leaf.
The 219 pillars in the original building
are comprised of marble dust, plaster, and
scagliola—a mixture of granite, marble dust,
gypsum, and glue dyed to look like marble,
created by a family of artisans in Italy in
an arduous 15-step process that must be
restarted if a single mistake is made.
The building is clad with sandstone
taken from Table Rock, near Boise. Convicts
from the old Idaho Penitentiary were responsible
for cutting and transporting the 10-ton
sandstone blocks from the quarry.
Underground tunnels connect the
Capitol Building to the Supreme Court
building and other government buildings on
Capitol Mall to the east. Originally intended
to serve as shelters to protect the governor
and other public officials, the tunnels are
used daily by government employees, but
2 2 • R C I I n t e r f a c e N o v e m b e r 2 0 1 7
Historic Idaho Capitol
Building Expansion
By Robert D. Card,
RBEC, RRC, RWC, REWC, REWO
project profile
Idaho State Capitol Building. Courtesy of Idaho Capitol Commission.
are not accessible to the public.
A large bell directly in front of the
Capitol is a scale replica of the Liberty Bell
(uncracked), which pedestrians can ring.
Idaho’s Capitol Building is the only one
in the United States heated by a geothermal
process. The system extracts geothermal
water from nearly 3,000 feet (914 m)
underground to supply about 90 percent of
the heat required for nine buildings in the
downtown Boise area, including the Capitol
Building.
The original cost to construct the Capitol
was $2.1 million. Estimated replacement
costs today would
be over $100 million,
with many
materials considered
irreplaceable.
With the expansion
of state
government during
the past century,
modifications have
included reconfiguration
of space in
order to accommodate
new agencies,
programs, and additional
staffing, and to
reflect the changing
tastes of each period.
There have also been
advances in technology.
Mechanical,
electrical, and communications
systems
were sometimes added
without complete
consideration
of the
whole of the
structure or
sensitivity to
the historical
features of the building. Many components
of the original architectural design
have been modified repeatedly. The need
for greater and more flexible space clashed
with the need for protection of the historic
design.
In 1998, the Idaho State Legislature
initiated a comprehensive, multi-year master
planning and restoration effort. The
Idaho State Capitol Commission was created
to ensure the historic preservation of the
Capitol Building and its continuing role as
the functioning seat of state government.
Scope of Work
It was determined that additional space
could be provided without impacting the
visual aspect of the existing building by utilizing
the areas below the expansive flanking
lawns. The lawns adjacent to the main
building would be excavated (~100,000
cubic feet [2,832 m3] of earth), and waterproof
concrete shells constructed and carefully
connected to the existing building
below grade (Figure 1).
The Garden Wings were designed to
maximize code-allowed occupancies, egress,
and continuity between the wings and the
Capitol Building. Conceptual design and
initial construction documents were prepared
in 2006 for two underground levels,
located nearly 30 ft. (9.1 m) below grade,
significantly below the water table, and less
Figure 1 – Site plan and section through addition.
Courtesy of CSHQA.
Figure 2 – Connecting the
addition to the main building.
N o v e m b e r 2 0 1 7 R C I I n t e r f a c e • 2 3
than three-quarters of a mile (1.2 km) from the Boise River. Steel and concrete were
used for the structure. Expanded polystyrene geofoam was incorporated to help limit
overburden depth, minimizing loads on the top of the structures.
Much of the design work for the project was performed by Hummel Architects, the
direct descendant of the original design firm.
The initial design required a 100-year service life for materials and assemblies.
The design/build contractor initially selected spray-applied or selfadhered
waterproofing. However, consistent with the 100-year design life
for the structures, a multiple-ply polymer-modified asphalt membrane
waterproofing system was recommended.
Shortly after he took office in January 2007, the new governor,
C.L. “Butch” Otter, abruptly halted the project, then reduced it in
scope and cost, resolving to decrease spending. In his FY08 budget,
Governor Otter proposed that only the restoration of the
existing Capitol be completed, and not the addition of the
two-story underground wings. However, a compromise was
negotiated to proceed with the addition of two one-story
2 4 • R C I I n t e r f a c e N o v e m b e r 2 0 1 7
Figure 4 –
Waterproofing
system
application.
project profile
u n d e r g r o u n d
wings. Reduced
hydraulic pressure
was anticipated,
but the
structures remained
within
approximately
4 ft. of the
water table. The waterproofing system was
changed from two plies to one to help lower
the cost. Construction resumed in April
2007 with the reduced scope.
Problems and Challenges
The existing building needed to be protected
during construction to avoid damaging
its historical sandstone cladding. Columns
and stairs adjacent to the work were wrapped
and covered with plywood to protect them
from possible damage (Figure 2).
Potentially disruptive construction
activities needed to occur while the legislature
was not in session, limiting the schedule.
Much of the excavation was performed
during the summer, while legislators were
on break.
Shoring and excavating in a tight, busy,
secure downtown capitol block site was a
significant challenge (Figure 3). A conventional,
tie-back steel soldier pile system
was used, incorporated into the structural
wall with Nelson studs. Excavation and
backfill materials, as well as concrete and
other construction materials, needed to
depart and arrive regularly through a
busy downtown corridor. Specific travel
routes and timing (nighttime excavation)
were implemented to help reduce the
impact on traffic and nearby business
operations, as well as other government
functions.
Nighttime excavation also permitted a
faster and more efficient truck turnaround
cycle. By excavating at night and shoring
during the day, the contractor was able to
overlap these two phases of the construction
while minimizing potential impacts
from one activity on the other, and helping
to reduce the potential for delays to the project
as a whole.
The adjacent stormwater system was
approved for use in dewatering the site
during construction. Dewatering discharge
N o v e m b e r 2 0 1 7 R C I I n t e r f a c e • 2 5
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Figure 3 –
Excavation
and material
delivery.
Figure 5 – Waterproofing
system application.
volumes of 500 to 1,000 gpm (1,893 to
3,785 lpm) were implemented for each
structure for approximately one year. The
permanent dewatering system includes a
passive collection and drainage system,
combined with four sumps/pumps per
structure as backup.
The concrete shells were waterproofed
using a single ply of polymer-modified
asphalt membrane, adhered with asphalt
adhesive and augmented with protection
and drainage layers (Figures 4 and 5). The
waterproofing system was revised from the
original multiple-ply design to help reduce
costs. It was determined that a single-ply
system would provide adequate protection
against the reduced hydrostatic pressures
anticipated at the shallower depths of the
single-level structure.
Most of the waterproofing work was
2 6 • R C I I n t e r f a c e N o v e m b e r 2 0 1 7
Issue S ubject S ubmission Deadline
February 2018 Building envelope issues November 15, 2017
March 2018 Low-slope membranes December 15, 2017
April 2018 Sustainability January 15, 2018
May/June 2018 Convention issue February 15, 2018
July 2018 Decks April 13, 2018
August 2018 Adhesives and accessories May 15, 2018
Publish in RCI Interface
RCI Interface journal is seeking submissions for the following issues. Optimum article size is
2000 to 3000 words, containing five to ten graphics. Articles may serve commercial interests but
should not promote specific products. Articles on subjects that do not fit any given theme may be
submitted at any time.
Submit articles or questions to Executive Editor Kristen Ammerman at 800-828-1902
or kammerman@rci-online.org.
Figure 6 – Finished project
– overview. Courtesy of
Google Maps.
project profile
Figure 7 – View of the
capitol building from
inside the addition.
Courtesy of Idaho
Capitol Commission.
performed during the late fall and winter
of 2007/2008. Heated enclosures were
required to keep materials at a temperature
suitable for application. Transitions
at exit stairwells and podium lid features
required close attention to the detailing.
Waterproofing transitions between the new
structures and the existing building also
required careful detailing to provide durable,
functional seals without damaging the
historic building.
Following initial backfill with native
material, leaks were noted in the new
space at several locations. The walls were
re-excavated at the leak locations, revealing
damage to the waterproofing system, likely
incurred during backfilling. The waterproofing
was repaired by replacing damaged
materials with new and installing backfill,
and interior finish installation continued
with no further issues.
The Results
Placing the new structures below the
landscaped lawns preserves the visual
appearance of the Capitol Building, with
only skylights over the new wings and the
exit stairs at the ends as a clue to their
presence (Figure 6). Today, the skylights
are well hidden behind strategically placed
plants. A sandstone-clad clock tower was
designed to enclose the kitchen exhaust
stack. Many mature trees were salvaged
and, combined with planters, benches,
and pedestrian paths, provide continuity
for the current atmosphere of the Capitol
block.
The two new wings provide approximately
50,000 sq. ft. (4,645 m2) of additional
meeting space for legislators, staff, and
citizens, while retaining the historical look
and feel of the Capitol (Figure 7). The addition
also provided opportunities to move numerous
functions out of the historic Capitol
Building, such as large mechanical spaces,
data centers, kitchens, and dining facilities.
A number of other features were included
in the overall renovation of the Capitol,
including renovation/restoration of windows,
doors, floors, and decorative plaster;
addition of fire safety systems and HVAC
equipment; and upgrades to plumbing
systems.
N o v e m b e r 2 0 1 7 R C I I n t e r f a c e • 2 7
Bob Card is a
senior consultant
and principal of
Wetherholt and
Associates, Inc.,
Kirkland, WA.
He is a founding
member of the
Puget Sound and
Portland Chapters
of RCI, and has
been a regular
presenter of RCI
educational courses
throughout the
U.S. and western Canada. Card has also
assisted with revision of the RWC exam,
and chaired the REWO exam development
subcommittee. He is currently RCI’s Second
Vice President.
Robert D. Card,
RBEC, RRC, RWC,
REWC, REWO
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