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The Center of Transnationalism: an OxymoronSpring -09
A future intercontinental high speed mag-lev train sta-tion, in the center of Istanbul, would be the ultimate infusion of the transnational world into a local urban space. Taksim Square, the cosmopolitan center of Istanbul, bustles with venders, tourists, entertainers, protesters, and commuters giving the square a unique vibrancy. The highly secured transnational space exchanges local specificity for speed and convenience. The station connects these two spaces with a continu-ous surface that curls up from the ground and rises through each incrementally secure level. An elevated public plane is constructed to bridge over vehicular traffic and serve as a place for the public to greet or send off passengers. The station joins the highly secure spaces of the transnational traveler with the spontaneous spaces of the local public.
Thesis project
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santiago
la paz
lima
quito
bogotapanama cit
y
san jose
managua
tegucigalpa
guatemala
mexico cit
y
monterrey
dallas
portland
seattlevancouver
ankorage
diomede islands
yakutsk
yakutsk
volgograd
t’bilisi
beijing
pyongyang
seoul
fukuoka
tokyo
san fransis
co
los angelos
lagoslibrevill
e
algiers
bern
berlin
warsaw
minsk
moscow
nizhniy novgorod
yekaterinburgkazan
novosibirsk
krasnoyarsk
islamabadkabul
tehran
viennabelgrade
sofiaistanbul
ankara jerusalem
tripoli
luanda
windhoek
brazilia
rio de janeiro
buenos aires
chicago
minneapolis
denver
pittsburgh
new york city
london
parismadrid
gilbralter
rabat
nouakchott
dakar
freetown
monrovia
abidjan
harar
johannesburg
lilongwe
dodoma
nairobi
khartoum
cairo
demascusbaghdad
kuwait city
dubaicolombo
kochi
mumbai
new delhi
shanghai
hong kong
hanoidhaka
kathmandu
yangon
bangkok
kuala lumper
jakarta
dili
darwin
sydney
World Maglev Infrastructurestationminutes of travel25
1. Istanbul Atatürk Airport 2. Esenler Otogar3. Yenikapı Ferry Terminal 4. Sirkeci Train Station5. Karaköy Maritime Passenger Terminal6. Harem Otogar7. Haydarpaşa Train Station8. Sabiha Gökçen International Airport
International TerminalsM
Regional TrainMetroTramFunicularFerryInternational FerryPrimary HighwaySecondary HighwayProject Under ConstructionProject Under Consideration
Transportation Study:Lines
DTM-İstanbul Fuar Merkezi
Yenibosna
Ataköy-Şirinevler
Bahçelievler
Bakırköy
Merter
Davutpaşa-Y.T.Ü.
Terazidere
Kartaltepe-Kocatepe
Atatürk Havalimanılar
Şişli
Gayrettepe
Levent
Levent 2
Sanayi
Üsküdar
Üsküdar
Kuzguncuk
Ortaköy
köy
Bebek
Emırgan
Beylerbeyı
Çengelköy
Kandıllı
Hısari
Kanlica
Çubuklu
Umraniye
Dudullu
Göztepe
Maltepe
Kartal
Kadiköy
Beyoğlu Tünel
Pierre Loti
Tünel
Galatasaray
Bostancı
Kadıköy
Yenikapı
EminönüSirkeci
Sirkeci
Haydarpaşa
Harem
KasımpaşaFener
Balat
Ayvansaray
Eyüp
Hasköy
Sütlüce
To Aegean Sea, Izmir, Greece
To Aegean Sea, Mediterranean Sea
To Black Sea, Odesa
To Yalova, Bandirma To Prince’s Islands
Söğütlüçeşme
Ibrahim Aga
CankurtaranKumkapı
YenikapıKoca Mustafa PaşaYedikule
Kazliçeşme
ZeytinburnuYeni MahalleBakırköy
YeşilyurtYeşilköy
Kızıltoprak
Feneryolu
Göztepe
Erenköy
Suadiye
Bostancı
Küçükyalı
İdealtepe
Süreyya Plajı
Maltepe
Cevizli
Atalar
Kartal
Yunus
Pendik
Kaynarca
Tersane
To Gebze, Ankara,and all points East
To Edirne, Sofia,and all points West
Kabataş
TaximDolmabahçe
MaçkaTaşkışlaBeşıktaş
Fındıklı
TophaneKaraköy
SirkeciGülhane
AltıyolBahariyeKiliseModa İlkokulu
Moda Cad.
Mühürdar
Damga SoK.
Kadıköy-İDO
İskele Camii
Çarşi
Sultanahmet
Çemberlitaş
Beyazıt-Kapalıçarşı
Laleli-Üniversite
Aksaray
TopkapıCevizlibağ-A.Ö.Y.Merkez EfendiSeyitnizamAkşemsettin
MithatpaşaZeytinburnu
YusufpaşaHasekíFındıkzadeÇapa-Şehremini
Pazartekke
EdirnekapıŞehitlikDemirkapı
Topçular
Rami
Uluyol-BereçSağmalcılarBosna-ÇukurçeşmeAli Fuat BaşgilTaşköprüKaradeniz
MetrisCumhuriyetYil-Baştabya
Hacı Şükrü
Yeni Mahalle
Sultançiftliği
EsenlerCincin
Bağcılar BatıKirazlı
Mahmutbey
ıkitellı TEM
ıkitellı Deresı
ıkitellı Sanayi
Sağmalcılar
Bayrampaşa-Maltepe
Topkapı-Ulubatlı
Emniyet-Fatih
Osmanbey
Otogar
Mehmet AkifMerter Te
kstil Merkezi
GüngörenAkıncılarSoğanlı
Yavuz SelimGüneştepeBağcılar
Eminönü
0 1000
2000
3000
4000
Transportation Hubs1 regional/local stop
2 regional/local stops
3 regional/local stops
international stop
Transportation Study:Hubs
Possible Routes
Pro : Avoids considerable elevation changes Reduced bridge distance over bosphorus Avoids dense residential neighborhoods
Con : Must deal with Eastern mountains Considerable bridging over Golden Horn Valley Isolated from Public Transportation Far from tourist destinations Must deal with Western mountains
Pro : Reduced bridge distance over Gold. Horn Reduced bridge distance over bosphorus Continues West along Marmara coast
Con : Must deal with Western mountains Isolated from Public Transportation Far from tourist destinations Elevation change of nearly 140 m
Pro : Continues East Beside highway E80/O-4 Reduced bridge distance over bosphorus
Con : Must deal with Western mountains Isolated from Public Transportation Far from tourist destinations Considerable bridging over Gold. Horn Valley
Pro : Continues East Beside highway E80/O-4 Reduced bridge distance over bosphorus Continues West along Marmara coast
Con : Isolated from Public Transportation Far from tourist destinations Elevation change of nearly 140 m
Pro : Continues East Beside highway E80/O-4 Adjacent to tourism Tram, metro, funicular, and bus terminal Continues West along Marmara coast
Con : Considerable bridging across bosphorus Dense neighborhoods Must deal with Western mountains
Pro : Continues East Beside highway E80/O-4 Adjacent to tourism Tram, metro, funicular, and bus terminal Continues West along Marmara coast
Con : Considerable bridging across bosphorus Dense neighborhoods
12
34
56
6
66
6
5
5
5
5
4
4
4
4
3
3
3
3
2
2
2
2
1
1
1
2
3
4
5
6
1
1
Possible Routes
Pro : Avoids considerable elevation changes Reduced bridge distance over bosphorus Avoids dense residential neighborhoods
Con : Must deal with Eastern mountains Considerable bridging over Golden Horn Valley Isolated from Public Transportation Far from tourist destinations Must deal with Western mountains
Pro : Reduced bridge distance over Gold. Horn Reduced bridge distance over bosphorus Continues West along Marmara coast
Con : Must deal with Western mountains Isolated from Public Transportation Far from tourist destinations Elevation change of nearly 140 m
1
2
Pro : Continues East Beside highway E80/O-4 Reduced bridge distance over bosphorus
Con : Must deal with Western mountains Isolated from Public Transportation Far from tourist destinations Considerable bridging over Gold. Horn Valley
Pro : Continues East Beside highway E80/O-4 Reduced bridge distance over bosphorus Continues West along Marmara coast
Con : Isolated from Public Transportation Far from tourist destinations Elevation change of nearly 140 m
3
4
Pro : Continues East Beside highway E80/O-4 Adjacent to tourism Tram, metro, funicular, and bus terminal Continues West along Marmara coast
Con : Considerable bridging across bosphorus Dense neighborhoods Must deal with Western mountains
Pro : Continues East Beside highway E80/O-4 Adjacent to tourism tram, metro, funicular, and bus terminal Continues West along Marmara coast
Con : Considerable bridging across bosphorus Dense neighborhoods
5
6
Possible Routes:
Chosen RoutePhysical geography, existing metropolitan and regional transportation, UNESCO world heritage sites, and neighborhood dynamics were analyzed to determine the best route through the city. Taksim square was chosen as the location for the station due to its current status as a multi-modal transportation hub, its proximity to diverse neighborhoods, and its cultural and historic prominence.
İstiklal Caddesi
The neighborhood is focused around Istiklal Avenue which
was made exclusively pedestrian with the construction of
Tarlabaşı boulevard in the 1980’s. The neighborhood is
known for boutiques, night clubs, restaurants, galleries,
bookstores, and music stores. There are also many consul-
ates from France, Greece, Russia, Spain, UK, Sweden, The
Netherlands, and Romania. It has a mix of local busi-
nesses, Turkish franchise, and International franchise. The
people are divided between locals, Turkish tourists, and
international Tourists. The architecture dates back to the
early 18th century and most buildings have undergone
restoration.
Tarlabaşı Caddesi
In the 1980’s an existing street was widened to make an
8-lane boulevard to carry the traffic through the area. The
boudevard is known for its traffic and many accidents fre-
quently involving pedestrians. The buildings on each side
are were mostly constructed along with the boulevard’s
construction and consist mostly of offices, with some
hotels, and stores. This is primarily an area of transit.
Tarlabaşı
This neighborhood was built mostly in the 19th century and
was home to well off Greek and Jewish immigrants. These
populations left after the fall of the Ottoman Empire to be
replaced by immigrants from the Balkans. Currently it is
known for it’s Rroma, African, Kurdish, gay and transexual
population. Tourism is not supported. The grandiose apart-
ment blocks are in various states of decay and the neigh-
borhood generally has a stigma of crime. The nieghbor-
hood is considered a slum and is under continual threat of
urban renewal and gentrification.
Nişantaşı
This neighborhood was first settled in the middle of the
19th century is architecturally recognized for its many art
nouveau apartment buildings. It is occupied by Istanbul’s
cultrural elite and is known for its high-end shopping. The
neighborhood is equiped with boutiques like Gucci, Louis
Vuitton, and Hugo Boss. After Taksim and Cihangir,
Nişantaşı has the highest population of foreign residents.
Beşiktaş
This neighborhood was settled as a mooring place for the
silk road because its shore was protected by strong winds.
Many palaces were built by the Ottomans and wealthy
Greek immigrants during the 19th century. The few stand-
ing are mostly tourist attractions like the neo-classical Dol-
mabahçe Palace. Further inland there are more modest
local residences as well as large modern hotels like the Ritz
Carlton, a football stadium, and university buildings.
Kabataş
Kabataş is on the shore of the Bosphorus downhill from
Taksim Square and can be reached directly by an under-
ground funicular. The funicular connects with a large ferry
terminal and a station for the tram that connects to Emi-
nonou on the other side of the Golden Horn. The slope of
the hill is populated by well kept residences.
Cihangir
Occupying the slope to the Bosphorus this neighborhood was the center of the Turkish film
industry. Its architecture is similar to Tarlabaşı though kept in pristine condition. Aside from resi-
dences with light commerce on the first floor, there are many hotels and a large foreign popula-
tion.
Kurtuluş
This neighborhood was built mostly in the 18th and 19th
century and was home to well off Greek and Jewish immi-
grants. These populations left after the fall of the Ottoman
Empire to be replaced by immigrants from the Balkans.
Currently it is known for it’s Rroma, African, Kurdish, gay
and transexual population. Tourism is not supported. The
grandiose apartment blocks are in various states of decay
and the neighborhood generally has a stigma of crime. The
nieghborhood is considered a slum and is under continual
threat of urban renewal and gentrification.
This neighborhood dates back to the 16th century when it was a modest residential area for
Greeks. Current residents include Turks, Albanians, Armenians, Greeks, Assyrians, Kurds, and
Jews. The architecture is more modest than in Tarlabaşı but is in relatively better condition.
This dense neighborhood is built on a hill and is mixed with
architecture mostly from before the revolution. It has a
large population of high end hotels.
Surrounding Neighborhoods
scale : 1 = 1 000
100
0 meters
80604020
nNeighborhood study Taxim Square
Tube
Platform
Effected Building
Uneffected Building
scale : 1 = 2 000
100
500 meters
Proposal 1
Tube
Platform
Effected Building
Uneffected Building
scale : 1 = 2 000
100
500 meters
Proposal 2
Tube
Platform
Effected Building
Uneffected Building
scale : 1 = 2 000
100
500 meters
Proposal 3
Tube
Platform
Effected Building
Uneffected Building
scale : 1 = 2 000
100
500 meters
Proposal 4
0 meters
1 2 3 4
scale : 1 = 100
*information collected from Lockheed Martin’sconceptual design of stations for Southern California’sAssociation of Governments Maglev DeploymentProgram.
Platform RelationshipMust allow 25 meters of platform length per train car. Anticipate 10 cars per train each carrying up to 100 passengers.*
Top of track height is suggested at 9.2 meters above ground.*
Platform is suggested to be 0.8 meters above track top.*
On center distance from two tracks is suggested to be a minimum of 15 meters with shared platform.*
Platform is separated from track by a sliding doors and a wall; suggested minimum height: 3.5 meters.*
A roof is considered minimal protection is suggested to be4 meters above platform.*
Low SpeedWind resistance limits speed. Top speed recorded is 361 mph.
Currently used in Shanghai, Daejeon, and throughout Japan.
Typical usage as commuter rails because of its wide turning radius.
Designed for frequent stops.
Top of track is a suggested 6.7 meters above ground.*
Minimum distance from tracks is 8.6 meters on center.*
High SpeedSpeed can theoretically increase over 4 000 mph in anairless tube. This has not been tested.
Proximity between tracks can be much closer so long as there is an air barrier.
Tube’s opacity can change to allow views.
Intended for long trips through rural areas and infrequent stops. Turning radius must be wide with a many kilometers to stop.
Must have an emergency 3rd track as well as ways to access the tube for repairs and maintenance.
Utilities occupy space tracks.
Relationship to ground plane can be flexible.
Tube
Path of Porosity
Maglev Entry
Tram Entry
Metro Entry
Funicular Entry
1 Meter Topography
Site Plan n
scale : 1 = 1 000
50 75 100
250 meters
M
M
M
Plansn
Show Identification
MagnetometerPassport Control
Ticket Collection
1 public vending2 public performance space3 ticketing below4 identification checkpoint5 baggage6 passport control7 magnetometers8 ticket collection9 lodging
10 controlled vendors11 waiting gate12 information kiosks13 departure14 security / interrogation15 arrival16 vehicular pick-up
Video Monitored
aa
1111
2
1
3
7
Ground level
aa 45 5
64
2216
11111
Tarlabasi Boulevard
Level 1
aa
99
7
8
22
5
Tarlabasi Boulevard
Level 2
aa
6
15
10
1010
12
11
13
14 14
Level 3
81.5
81.5
86.1
90.2
94
86.1
90.2
94
a
a
81.5 81.5
86.1
90.2
94
86.1
90.2
94
b
b
c
c
Transection through Taksim Square, the station, and Tarlabaşi Boulevard
Longitudinal Section showing increasing security areas
80.1°
UP DOWN
top edge98.3°
bottom edge
71.8
°
108.2°108.2°
seat
back
BACK
DOWN
SEAT
UP2'1-3/16"
5-7/16"
0-3/8"
0-3/
8"
3"
1-1/
4"
7-3/
4"
3"1-
3/4"
3-1/16"
1-1/4"
3"
3"
3"
2-7/16"
32.0
°
90.0°
4-3/4"10-13/16" 9-11/16"6-
3/4"
58.0°
5.7°
seat
top edge
bottom edge
back
Swing in Schenley
Fall -09Self initiated project
As a temporary gift to the public and as a permanent gift to my wife I designed, fabricated, and installed a swing off-trail in one of Pittsburgh’s largest parks. The swing’s seat is a loop that outlines an edge of a trapezoidal prism. Rough sawn black locust was used for its durability, appearance, and availability. The swing was hung from a tree overlooking a creek where it remained until Spring.
Indiana Musculoskeletal Institute
Spring -10 to Fall -12
I had the opportunity to work holistically on a 45,000 square foot medical office building from project in-ception through construction. The project consists of 5 interdependent medical suites which are connected through a large central atrium lit from all sides with clerestory windows. The figure of the atrium results from the two orientations of the building: the West half is oriented to Site North and the East half is oriented to True North. The atrium takes on the role of a dynamic crossroads where the overlap of depart-ments and specialties is celebrated.
Graduate Intern Architect at IKM
REF.
REF
.
W D
W D
REF.
A3.12
A3.1
3
A3.2
7
A3.16
A3.1
5
A3.2
A3.2
5
2A3.3
3A3.3
4A3.3
1A3.3
RECEPTION500
MRI514
SOILEDHOLDING
507
GOWNEDWAITING
ROOM509
PHYSICIANOFFICE
233
RN / PAOFFICE
234
NURSESUPERVISOR
230
EXAM221
EXAM222
EXAM223
EXAM218
EXAM216
EXAM214
EXAM217
EXAM215
EXAM213
PUBLICTOILET
107
PUBLICTOILET
105
WORKROOM
219
X-RAY227
CAST246
CAST211
DISCHARGE205
DISCHARGE206
ELECTRICAL207
EXAM239
EXAM241
EXAM243
EXAM244
EXAM242
EXAM240
MECHANICAL110
CORRIDOR109
WAITING400
PEDIATRICTREATMENT
412
OTTREATMENT
416
OT AREA418
DIRECTOR'SOFFICE
426
PT GYM419
OFFICE417
STAFFWORK
421
STAFFBREAK
422
STAFFTOILET
424STAFFTOILET
425
SMALLTREATMENT
411
SMALLTREATMENT
427
SMALLTREATMENT
428
SMALLTREATMENT
429
SMALLTREATMENT
430
SMALLTREATMENT
432
LYMPHOEDEMATREATMENT
431
SMALLTREATMENT
433
NEUROTREATMENT
434
A4.21
A4.51
A4.11
A4.61
A4.31
A4.41
1
1
5
5
3
3
A
C
1.5
1.5
7
7
11
11
I
E
D
G
H
7.5
7.5
9.3
7.1
7.1
F
6.8
6.8
6
6
4
4
12
12
4.2
4.2
a
e
f
g
c
b
d
B.9
STAFF663
AMBULANCEEXIT
662
PHYSICIANOFFICE
659
CLEANHOLDING
655
PROCEDURE669
HOUSEKEEPING666
STAFFTOILET
665
TOILET633
OUT-TAKE672
RECEPTION634
EXAM641
EXAM642
EXAM640
EXAM639
TOILET638
NURSEALCOVE
658
EXAM /Psychology
656EXAM
654EXAM
652EXAM
650EXAM
648TREATMENT
644
13
WAITING631
TOILET603
TOILET606
EXAM608
EXAM610
EXAM612
PROCEDURE614
EXAM616
EXAM618
EXAM620
BUSINESSOFFICE
625
PHYSICIANOFFICE
623
ADMINISTRATION624
LOCKERS622
STAFFTOILET
626
WAITING600
EXAM609
CLEANHOLDING
617
EQUIPMENT629
1.1
1.1
9.5
9.5
h
3.5
3.5
8
8
FUTUREEXPANSION
517
MRIEQUIPMENT
513
CHANGING511
CHANGING510
STAFFWORKSPACE
& LOUNGE503
TOILET506
CLEANHOLDING
508
BONEDENSITY
516
RECEPTIONOFFICE
501
WORKROOM
502
COSMWAITING
200
REGISTRATION&
DISCHARGE627
EXAM630
SOILEDHOLDING
619
NURSESTATION
613
MEDICATION611
WEIGHT IN605
Alcove643
SCHEDULING647
SPINEEQUIPMENT
649MEDICATION
651PAIN
EQUIPMENT653
SOILEDHOLDING
660
TOILET &CHANGING
670
PRE-PROCEDUREWAITING
668
CONSULTATION667
STAFFCOATS
664
POST-PROCEDUREWAITING
671
CONSULTATION/ IN-TAKE
635
2
1
6.4
6.4
PT / O&PEQUIPMENT
415
RECEPTIONOFFICE
402
PEDIATRICWAITING
401
OFFICEMANAGER
404
DMEBILLING
403
SPEECHROOMLARGE
408
SPEECHROOMSMALL
409
CORRIDOR3
413
CORRIDOR1
405
SPEECHEQUIPMENT
407
CHANGING& TOILETS -
FEMALE437
CORRIDOR420
TRANSCRIPTION204
MEDICALASSISTANT
203
A3.2
4
A3.2 3
RECEPTION202
MRICONTROL
515
MRIANTEROOM
512
WORKROOM
224
Canopy - Add Alternate No. 3
IRMC Tenant Space - Add Alternate No. 1
A4.71
63' -
3 1/8"
10 7/
8"36
' - 0"
24' -
9 1/2"
1' - 6
3/4"
10' -
6"10
' - 10
1/4"
4' - 0
"3'
- 10"
1' - 0
"
7' - 2
" 2' - 0
"
11' -
7"8'
- 0"
1' - 2
7/8" 1'
- 0"
2' - 1
"
A4.74
A4.713
A4.77
A4.710
CHANGING& TOILETS -
MALE435
WHIRLPOOL436
ELECTRICAL406
LAUNDRY423
CORRIDOR108
PTENTRANCE
102
CLOSET436A
A4.717
A4.721
A4.816
A4.814
A4.810
A4.812
A4.81
A4.84
A4.87
154' - 1 1/2"
214'
- 1"
30' -
1 1/4"
6' - 8
1/4"
27' -
1 1/2"
49' -
1 3/4"
58' -
7 1/2"
42' -
4 3/4"
21' -
0"21
' - 4 3
/4"2'
- 1 1/
4"24
' - 9"
25' -
0"26
' - 11
"28
' - 9"
3"36
' - 0"
24' -
9 1/2"
1' - 6
3/4"
3' - 9
"1'
- 6 3/
4"
20' - 7 3/4"
1' - 6 3/4" 19' - 1"
2' - 2 3/4" 4' - 0" 13' - 5" 1' - 0"
3' - 7
1/2"
8' - 0
"9'
- 0"
2' - 0
"4'
- 6"
4' - 2
"4'
- 0"
11' -
5 1/4"
10' -
6"
1' - 6 3/4" 32' - 0" 30' - 0" 60' - 0" 29' - 0" 1' - 6 3/4"
6' - 10" 9' - 1 1/2"
2' - 0"
6' - 4" 4' - 0" 3' - 1" 2' - 0" 3' - 1"
2' - 0"
6' - 0" 4' - 0" 8' - 6" 4' - 0" 4' - 0" 4' - 0" 3' - 1"1' - 0" 5' - 9"
2' - 0"
"9 - '2"0 - '1"4 - '5"0 - '5"0 - '5"0 - '4"2 - '4"0 - '2"2 - '4"0 - '8"11 - '3"0 - '4"0 - '8
2' - 0"
7' - 0" 7' - 0"
1' - 6 3/4" 28' - 0 1/8" 23' - 6" 26' - 3" 11' - 3 5/8" 1' - 6 3/4"
6' - 0" 4' - 0" 9' - 0" 2' - 0" 9' - 0" 16' - 0" 13' - 5" 1' - 0" 6' - 10" 2' - 0" 7' - 6" 8' - 0" 7' - 5 1/4"
5' - 0
"
1' - 6 3/4"30' - 1 3/4"
37' - 10"
1' - 6 3/4"
149' - 3 1/4"
1' - 7 1/2"18' - 9"
21' - 4"
27' - 0"
19' - 3"6' - 9"
26' - 0"
27' - 0"1' - 6 3/4"
CORRIDOR2
410
JANITOR208
OFFICE661
5.1
5.1
G.1
12' - 0"
11' -
4"
7 5/8"
10' -
0 3/4"
7 5/8"
COORDINATE WITHOWNER'S DUMPSTER
A7.61
A7.71
WORKROOM
245
10
10
STAFFLOUNGE
232
EQUIPMENT229
CLEANHOLDING
228
SOILEDHOLDING
226
CORRIDOR220CORRIDOR
212
CORRIDOR210
CORRIDOR209
CORRIDOR238
CORRIDOR231
CORRIDOR237
SERVER302
BILLINGOFFICE
301
CONFERENCE/BOARDROOM
303
TOILET307
TOILET306
COPY /PRINT AREA
305
OPENOFFICE
308
OFFICE309
OFFICE310
OFFICE311
OFFICE312
ATRIUM101
JANITOR106
TOILET235
TOILET236
26' - 2"2' - 0" 12' - 4" 6' - 0" 6' - 6 1/4" 1' - 0" 6' - 7" 10' - 6"
7'-0"6' - 7"
2' - 0"6' - 5 1/2"
6' - 0"6' - 1 1/2"
5' - 0"5' - 10"1' - 0"
3' - 2"4' - 0"
9' - 8 1/2"
71' - 1 1/4"
4' - 0"2' - 0"7' - 1 3/8"
11' - 10 3/4"16' - 0"
7' - 7"
1' - 0"3' - 5"
5' - 4"1' - 0 1/4"
4' - 7
"1'
- 0"
4' - 1
0"4'
- 0"
5' - 3
3/4"
2' - 0
"1'
- 8"
2' - 0
"5'
- 3 3/
4"4'
- 0"
9' - 2
"
B
1.7
1.7
4.1
4.1
9.4
9
9
c.4
18' -
0"2'
- 0"
38' -
7 1/2"
A3.29
A3.2 6
5.3
5.3
92' - 2 1/4"
62' - 10 1/2"
46' - 3"1' - 0"
39' - 1 3/4"1' - 6 3/4"
1' - 6 3/4"
1' - 6 3/4"13' - 1 3/8"
12' - 10"16' - 4"
13' - 7 1/2" 8' - 10 3/8"
1' - 6 3/4"1' - 6 3/4"
22' - 5 7/8"
1' - 2
1/4"
44' -
10 1/
2"
6.2
6.2
6 1/2"
5' - 2
1/2"
1' - 6
3/4"
1' - 6
3/4"
13' - 7 1/2" 11' - 6 1/4"
1' - 6 3/4" 1' - 6 3/4"
25' - 1 3/4"
4' - 0
1/4"
1' - 2
1/4"
63' -
11"
8
A7.5
1
1
1
ASK3
ASK41
ASK42
ASK51
ASK43
8
8
88
8
9
7
7
A6.31
7
RETAILSPACE 1
103
RETAILSPACE 2
104
12
PARTITION TO BE PROVIDED- PROVIDEP1 UNLESS INDICATED OTHERWISE
FIRE EXTINGUISHER AND CABINET
Floor Plan Key
NOT IN CONTRACT
OVERHEAD
DOOR - KEYED TO DOOR SCHEDULE
830
FEC
0' 4' 8' 16'
architectureplanning
interior designIKM Incorporated
One PPG PlacePittsburgh, PA 15222
D a t e
Drawing Number
Project Number
Drawing Title
Project Title
Revisions
Project North True North
KEY PLAN
A2.1
10-070
Floor Plan
1 July 2011
IndianaMusculoskeletal
Institute
COSM Realty
3/32" = 1'-0"A2.11 Level 1
No. Date Description1 07/20/2011 Addendum 1
7 03/12/2012 Request forInformation
8 03/08/2012 CIB 019 03/21/2012 CIB 0212 05/24/2012 CIB 04
A7.210
A7.213
Deck Bearing +/-21' - 10 1/2"
PAINTED ALUMINUM GUTTER
4" RIGID INSULATIONROOF VAPOR RETARDER2" ACOUSTIC DECKING
ADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS
1' - 2 1/2"6"6 1/8"1' - 11 7/8"
STEEL FRAMINGSTEEL FRAMING
5/8" GLASS MAT SHEATHING
SMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
INSULATED GLAZING
STEEL FRAMING
SLOPED METAL SILL, 1/2":12" MIN
3" RIGID INSULATION
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
4" RIGID INSULATION
ROOF VAPOR RETARDER1 1/2" STEEL DECKING
8" METAL STUD
3/4" PLYWOOD
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURER
EXTENDED CURTAIN WALL VERTICALBEYOND
Curb14' - 0"
VARIESActual T.O. Steel
103' - 0"
2"1'
- 4"
2' - 8 3/8"3 5/8"
1' - 3
"3"
T.O. Steel12' - 6"
g
3' - 0"
A7.210
2"1'
- 4"
VARIESDeck Bearing
A7.212 Sim
SimCURB CONDITION VARIES.SEE LOW ROOF PLAN FOR DETAIL
3"1'
- 3"
BRACING, 4'-0" O.C.1 1/2" STEEL DECKING
ROOF VAPOR RETARDER4" RIGID INSULATION
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
3" RIGID INSULATION
SLOPED METAL SILL, 1/2":12" MIN
METAL GRAVEL STOPADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS4" RIGID INSULATIONROOF VAPOR RETARDER2" ACOUSTIC DECKING
EXTENDED CURTAIN WALL VERTICALBEYOND
1' - 11 7/8" 6 1/8" 6"1' - 2 5/8" @ SIM
1' - 7 1/2"
Curb14' - 0"
3 5/8" 2' - 8 3/8"
G
3' - 0"
A7.29
10 7/8"
VARIESDeck Bearing
2"1'
- 4"
A7.212 Sim
2"3"
1' - 3
"
RIBBED MEMBRANE ROOFING SYSTEM4" RIGID INSULATIONROOF VAPOR RETARDER
2" ACOUSTIC DECKING
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURER
STEEL FRAMING
5/8" GLASS MAT SHEATHING
INSULATED GLAZING
SLOPED METAL SILL, 1/2":12" MIN
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
4" RIGID INSULATIONROOF VAPOR RETARDER
1 1/2" STEEL DECKING
STEEL FRAMING
3-5/8" METAL STUD
5/8" GYPSUM WALLBOARD
SMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
EXTENDED CURTAIN WALL VERTICALBEYOND
1' - 9 7/8" 6 1/8" 8" 10 7/8"
Curb14' - 0"
3 5/8" 2' - 8 3/8"
8
Deck Bearing20' - 6 1/4"
1' - 4
"2"
A7.28 Sim
A7.213 Sim
PAINTED ALUMINUM GUTTER
2" ACOUSTIC DECKING
ROOF VAPOR RETARDER
4" RIGID INSULATION
ADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS
STEEL FRAMINGSTEEL FRAMING
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURERBATT INSULATION5/8" GLASS MAT SHEATHING
METAL SOFFITSMOOTH METAL WALL PANELS TO MATCH
EXTERIOR CLADDING MATERIAL
INSULATED GLAZING
ALUMINUM CURTAIN WALL SYSTEM
STEEL FRAMING
SLOPED METAL SILL, 1/2":12" MIN
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
3" RIGID INSULATION
4" RIGID INSULATION
ROOF VAPOR RETARDER
1 1/2" STEEL DECKING
EXTENDED CURTAIN WALL VERTICALBEYOND
Curb14' - 0"
3' - 0"
2' - 8 3/8"3 5/8"
1' - 7 1/4"6"6 1/8"1' - 11 7/8"
3"VA
RIES
8
Deck Bearing20' - 6 1/4"
A7.28
A7.213 Sim
PAINTED ALUMINUM GUTTER
2" ACOUSTIC DECKING
ROOF VAPOR RETARDER
4" RIGID INSULATION
ADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS
STEEL FRAMINGSTEEL FRAMING
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURER5/8" GLASS MAT SHEATHINGSMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
METAL SOFFIT
INSULATED GLAZING
ALUMINUM CURTAIN WALL SYSTEM
STEEL FRAMING
SLOPED METAL SILL, 1/2":12" MIN
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
3" RIGID INSULATION
4" RIGID INSULATIONROOF VAPOR RETARDER
1 1/2" STEEL DECKING
Curb14' - 0"
2"1'
- 4"
3' - 0"
2' - 8 3/8"3 5/8"
1' - 3"6"6 1/8"1' - 11 7/8"
3"9"
VARI
ES
1.5
3' - 0"
3 5/8" 2' - 8 3/8"
6"4 7/8"
Deck Bearing23' - 1"
A7.214
A7.212 Sim
ROOF VAPOR RETARDER
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURER
5/8" GLASS MAT SHEATHING
SMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
INSULATED GLAZING
ALUMINUM CURTAIN WALL SYSTEM
STEEL FRAMING
SLOPED METAL SILL, 1/2":12" MIN
3" RIGID INSULATIONMECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
4" RIGID INSULATION
ROOF VAPOR RETARDER
1 1/2" STEEL DECKING
EXTENDED CURTAIN WALL VERTICALBEYOND
Curb14' - 0"
VARIESActual T.O. Steel
1' - 4
"2"
1' - 9 3/4" 6 1/8" 8 1/8"
5.3
2"1'
- 4 1/
4"
3' - 0"
2' - 8 3/8"3 5/8"
6"6 1/8"1' - 11 7/8"A7.213 Sim
A7.211
ROOF VAPOR RETARDER
ADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS
METAL SOFFIT INSULATED GLAZING
ALUMINUM CURTAIN WALL SYSTEM
STEEL FRAMING
SLOPED METAL SILL, 1/2":12" MIN
3" RIGID INSULATION
STEEL FRAMINGSTEEL FRAMING
Deck Bearing17' - 8"
Curb14' - 0"
VARI
ES3"
12
A7.212
A7.28
3' - 0"
Deck Bearing22' - 11"
VARIESDeck Bearing @ Sim
SimCURB CONDITION VARIES.SEE LOW ROOF PLAN FOR DETAIL
METAL GRAVEL STOP
ADHERED MEMBRANE ROOF SYSTEM WITHDECORATIVE RIBS4" RIGID INSULATION
ROOF VAPOR RETARDER
2" ACOUSTIC DECKING
METAL CLOSURE TO MATCH CURTAIN WALL,BY CURTAIN WALL MANUFACTURER
5/8" GLASS MAT SHEATHING
SMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
INSULATED GLAZING
SLOPED METAL SILL, 1/2":12" MIN
ALUMINUM CURTAIN WALL SYSTEM
STEEL FRAMING
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
3" RIGID INSULATION
4" RIGID INSULATIONROOF VAPOR RETARDER
1 1/2" STEEL DECKING
5/8" GYPSUM WALLBOARD
EXTENDED CURTAIN WALL VERTICALBEYOND
1' - 11 7/8" 6 1/8" 6" 10 7/8"
3 5/8" 2' - 8 3/8"
Curb14' - 0"
2"1'
- 4"
VARI
ES3"
3-5/8" METAL STUD
architectureplanning
interior designIKM Incorporated
One PPG PlacePittsburgh, PA 15222
D a t e
Drawing Number
Project Number
Drawing Title
Project Title
Revisions
7/1/
2011
4:4
3:42
PM
A8.6
10-070
Wall Sections -Clearstory
1 July 2011
IndianaMusculoskeletal
Institute
COSM Realty
3/4" = 1'-0"A8.62 Clearstory Section 2
3/4" = 1'-0"A8.61 Clearstory Section 1
3/4" = 1'-0"A8.67 Clearstory Section 7
3/4" = 1'-0"A8.63 Clearstory Section 3
3/4" = 1'-0"A8.64 Clearstory Section 4
3/4" = 1'-0"A8.68 Clearstory Section 8
No. Date Description
3/4" = 1'-0"A8.65 Clearstory Section 5
3/4" = 1'-0"A8.66 Clearstory Section 6
REF.
C
B
9 11
E
D
G
7.5 9.3
F
E.4
81012
e
f
g
c
b
d
B.5
B.9
C.3
13
A5.1
2
A5.2
9.5
h
6.8
4
A3.62A5.1 3
4
A5.2
1
2
3
A5.1
5
6
A5.3
2
3
4
A5.3
5
7
6
A5.31
A5.4 1
A5.5 34
1
2
1
A5.3
8
9
A5.4 2
A4.7
2
3
A5.9 10
G.1
A5.11
19
RETAIL103
RETAILHOLDING
104
VESTIBULE100
PUBLICTOILET
105
PUBLICTOILET
107
REGISTRATION203
PATIENTCOATS
204
BILLINGOFFICE
302
P8
P8
P8
P2A
P2A
P2A
P2
P1AP2
P6
P1
P1A
P1A
P2A
P2AP2A
P2
P2A
P1A
P1A
P1A
P1AP1A
P1C
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1A
P1D
P2C
P1A
P2C
P1A
P1A
P1AP1A
P1A
PTENTRANCE
102
ATRIUM101
DISCHARGE208
DISCHARGE207
MECHANICAL206
COSMWAITING
200
RECEPTION209
CORRIDOR210
JANITOR106
TRANSCRIPTION201
MEDICALASSISTANT
202
202
201
106
107
105
103
300A
302A 302B
206A
207A 207B
208A 208B
500
205
100B
12' - 1 1/8"
1'- 2
1/8"
A4.17
A4.15
DEPRESS CONCRETE SLAB .325"DEPRESS CONCRETE SLAB .325"
DEPRESS CONCRETE SLAB .325"
FEC
FEC
FEC
FEC
FEC
13' - 11" 6' - 8" 3' - 0" 1' - 2 7/8"
1' - 0 1/2"
P2AP2A
400
600A
631
1
20' - 10" 16' - 4" 6' - 8"
18' - 4 1/2" 1' - 2 5/8"
EQEQ
42' - 4 3/4"FIELD VERIFY17' - 5 3/4"
EQ EQ EQ3' - 2"
4' - 8 1/8" 18' - 9" 14' - 8 3/4" 8' - 6 1/2"
2' - 7 1/8" 20' - 10" 16' - 4" 6' - 8" 8 1/8"
A4.71
2' - 6 3/8"FIELD VERIFY
8' - 6 3/8" 3' - 8" 1' - 7 1/4"
16' - 4"
3' - 4" EQEQ
15' - 11 3/8"
1' - 2 5/8"
16' - 4" 6' - 8" 3' - 4 5/8"11' - 3"
A7.61
14' - 8 3/4"
2' - 8 1/2"
38' - 1 7/8"
1' - 2
"27
' - 0"
27' -
0"27
' - 0"
5' - 1
0 1/4"
10' -
2"9'
- 0"
5' - 0
"
EQEQ
8' - 6 1/2"
9 1/8"
8' - 7
3/8"
6' - 4
3/8"
5"1'
- 10"
27' -
4 7/8"
16' -
5 7/8"
37' -
3 1/8"
5' - 4
7/8"
6' - 6
"6'
- 10 7
/8"
1' - 2
5/8"
2 5/8"
3' - 1
1/4"
16 LI
GHTS
EQU
ALLY
SPA
CED
56' -
5 1/8"
FIE
LD V
ERIF
Y
18' -
9"16
' - 0"
2' - 0
"
24' -
8"
6 1/4"
3' - 4
"1'
- 3 5/
8"
4' - 7
5/8"
14' -
3 1/2"
1' - 4
"
21' -
4"18
' - 9"
16' -
0"11
"
15' -
3 1/2"
FIE
LD V
ERIF
Y42
' - 11
1/8"
1' - 7
1/2"
3' - 2
"8'
- 11 1
/2"3'
- 2"
7' - 1
3/4"
2' - 3
3/4"
107/8
"5'
- 0"
10' -
2 3/8"
4' - 6
5/8"
8' - 1
3/4"12
' - 8 1
/4"
29' -
0"15
' -11
/8"8'
- 0"
6"9'
- 8"
4"
3' - 4
"
10' -
6"13
' -0"
5'- 0
"
3'- 0
"
11' -
21/4"
5'- 0
"
6' - 0"7 1/8"
10 7/8" 6' - 7 1/8"
4' - 0 1/2"
3' - 3"19' - 9"
6' - 6"29' - 0"
9' - 4 7/8"
5' - 9 5/8"19' - 1"
12' - 6 1/8"25' - 2 5/8"
7' - 10 1/8"
8" 5' - 4 1/8"
EQ EQ 3' - 4" 3' - 0 5/8"
3' - 3"19' - 9"
6' - 6"29' - 0"
12' - 11"14' - 2" 1' - 11"
5' - 1 1/8" 6' - 6" 6"
24' -
9"10
' -0"
1'- 3
3/ 8"
2' - 0" 9' - 8 1/4"
1'- 8
"
EDUCATIONALSPACE
205
4' - 0
"
1' - 1
"
10' CEILING HEIGHT8'CEILINGHEIGHT
8' CEILING HEIGHT
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
8'CEILINGHEIGHT
8' CEILINGHEIGHT
8' CEILINGHEIGHT
OPEN TO ABOVE
8' CEILINGHEIGHT
8' CEILINGHEIGHT
Level 10"
Parapet14' - 0"
A8.15 Typ
A7.11
A7.13
A8.112 Sim
2
A7.1
CONTINUOUS COPING TO MATCHEXTERIOR CLADDING MATERIAL
CONTINUOUS 2x WOOD
3" RIGID INSULATION
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
3 1/2" NAILBOARD
1 1/2" STEEL DECKING
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
30# BUILDING FELT
3 1/2" NAILBOARD
VAPOR RETARDER
5/8" GLASS MAT SHEATHING
8" METAL STUD
6" BATT INSULATION
CONTINUOUS 2x WOOD
2" RIGID INSULATION BETWEEN Z FURRING
CONCRETE SLAB OVER GRANULAR FILL
SITE CAST CONCRETE KNEE WALL
DRAINAGE MAT, ADD ALTERNATE #7
6"
GRAVEL WRAPPED BY FILTER FABRIC, ADDALTERNATE #7
PERIMETER DRAIN, ADD ALTERNATE #7
CONTINUOUS CONCRETE FOOTING
13
7' - 8
" @ S
IM5'
- 8"
"01 - '4"6 - '1
16' -
0" @
SIM
14' -
0"
1"3"
8"
2' - 0
" R.O
.2'
- 2"2'
- 8"
5/8" GYPSUM WALLBOARD
VARIESActual T.O. Steel
SEE
CIVI
LVA
RIES
5"
4" RIGID INSULATION
6"
Level 10"
Parapet14' - 0"
16' -
0" @
SIM
14' -
0"
14' -
6" @
SIM
12' -
6"
A8.15
A8.112
6"
CONTINUOUS 2x WOOD
3" RIGID INSULATIONMECHANICALLY FASTENED MEMBRANE
ROOFING SYSTEM
13
6"
2" RIGID INSULATION BETWEEN Z FURRING
CONTINUOUS CONCRETE FOOTING
PERIMETER DRAIN, ADD ALTERNATE #7
GRAVEL WRAPPED BY FILTER FABRIC, ADDALTERNATE #7
6" BATT INSULATION
5/8" GYPSUM WALLBOARD
8" METAL STUD
5/8" GLASS MAT SHEATHING
VAPOR RETARDER
3 1/2" NAILBOARD
30# BUILDING FELT
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
1 1/2" STEEL DECKING
1' - 6
"
CEILING SYSTEM, SEE REFLECTED CEILINGPLAN
CONTINUOUS COPING TO MATCHEXTERIOR CLADDING MATERIAL
2' - 8
"
2' - 2
"
VARIESActual T.O. Steel
SEE
CIVI
LVA
RIES
4" RIGID INSULATION
EXTERIOR GRADE OR CONCRETE PAVING,SEE SITE PLAN
DRAINAGE MAT, ADD ALTERNATE #7
Parapet14' - 0"
13
6 5/8"
1' - 3 3/4"
3 1/2"
1 1/2"
3 1/2" 8 5/8"
1' - 0 1/8"
3"
3"9 1/4"3 1/2"
1 1/2" STEEL DECKING
4" RIGID INSULATION
4 1/2"
ROOF VAPOR RETARDER
MEMBRANE ROOF FLASHING
3" RIGID INSULATION
5/8" GLASS MAT SHEATHING
VAPOR RETARDER
3 1/2" NAILBOARD
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
CONTINUOUS 2x WOOD
5/8" GLASS MAT SHEATHING
VAPOR RETARDER
CONTINUOUS CLEAT CONTINUOUS CLEAT
CONTINUOUS COPING TO MATCH EXTERIORCLADDING MATERIAL
30# BUILDING FELT
8" METAL STUD
VARIESActual T.O. Steel
3" RIGID INSULATION
Parapet @ Sim16' - 0"
CONTINUOUS WOOD BLOCKING
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
Level 10"
13
2' - 2
"
6"1' - 0 3/4"
1"
2 1/8" 8" 2 5/8"
BASE - SEE FINISH SCHEDULE FOR TYPE
CONCRETE SLAB OVER GRANULAR FILL
5/8" GYPSUM WALLBOARD
INTERIOR VAPOR RETARDER
2" RIGID INSULATION BETWEEN Z FURRING
SHIM AS NEEDED
SEALANT WITH BACKER ROD
WEEPCONTINUOUS CLEAT
CONTINUOUS WOOD BLOCKING
BATT INSULATION
8" METAL STUD
5/8" GYPSUM WALLBOARD
3 1/2" 9 1/4"
SITE CAST CONCRETE KNEE WALL
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
3 1/2" NAILBOARD
VAPOR RETARDER
5/8" GLASS MAT SHEATHING
DRAINAGE MAT, ADD ALTERNATE #7
EXTERIOR GRADE OR CONCRETE PAVING,SEE SITE PLAN
GRAVEL WRAPPED BY FILTER FABRIC, ADDALTERNATE #7
PERIMETER DRAIN, ADD ALTERNATE #7
6"SE
E CI
VIL
VARI
ES
2' - 8
"1'
- 6"
Parapet14' - 0"
T.O. Steel12' - 6"
13
6 5/8" 6 5/8"
1' - 6
" @ S
IM.
6"2" METAL GRAVEL STOP
CONTINUOUS 2x WOOD
MEMBRANE ROOF FLASHINGCONTINUOUS CLEAT
3" RIGID INSULATION
MEMBRANE ROOF COUNTER-FLASHING
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM4" RIGID INSULATION
ROOF VAPOR RETARDER
1 1/2" STEEL DECKINGSTEEL FRAMING
3" RIGID INSULATION
SMOOTH METAL TO MATCH EXTERIORCLADDING MATERIAL
CONTINUOUS 2x WOOD
1/2" BACKER BOARD
3" RIGID INSULATION
VAPOR RETARDER
5/8" GLASS MAT SHEATHING
6" METAL STUD
4" +/-
1/2" AIR SPACE
9
A8.1
1' - 5 1/4" +/-
VARIESActual T.O. Steel
10 5/8" +/-
5 5/8"
3"3"10 1/4"1" +/-
13
1 1/2"
4 1/2"
5/8" GLASS MAT SHEATHING5/8" GLASS MAT SHEATHING
VAPOR RETARDER
3 1/2" NAILBOARD
30# BUILDING FELT
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
8" METAL STUD
SEAL WITH BUTYL TAPE
METAL JAMB
30# BUILDING FELTCONTINUOUS 2x WOOD
METAL GRAVEL STOP BEYOND
VAPOR RETARDER
3" RIGID INSULATION
MEMBRANE ROOF FLASHING
HOT-AIR WELD
MEMBRANE ROOF COUNTER-FLASHING
1' - 3 3/4"
3"1' - 2 1/2"1 1/4"
3"3"9 1/4"3 1/2"
13
1 1/2"
6 5/8"4 5/8"1 1/2"
8 5/8"4 1/8"6"1' - 0 3/4"
5/8" GLASS MAT SHEATHING
VAPOR RETARDER
8" METAL STUD
5/8" GYPSUM WALLBOARD
6" METAL STUD
5/8" GLASS MAT SHEATHING
VAPOR RETARDER
3 1/2" NAILBOARD
30# BUILDING FELT
EXTERIOR METAL CLADDING. SEE SHEETA0.GN FOR BASE BID AND ALTERNATES
CONTINUOUS 2x WOOD
CONTINUOUS CLEAT
SMOOTH METAL TO MATCH EXTERIORCLADDING MATERIAL
1/2" BACKER BOARD
1/2" AIR SPACE
3" RIGID INSULATION
BATT INSULATIONBATT INSULATION
1' - 5 1/4"
1' - 6 3/4"
9
A8.1
8"
2"6"
CONTINUOUS 2x WOOD
4"
MEMBRANE ROOF FLASHINGMECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
4" RIGID INSULATION
ROOF VAPOR RETARDER
1 1/2" STEEL DECKING
STEEL FRAMINGSTEEL FRAMING
4" +/- 6 5/8"
VARIEST.O. Steel
Parapet14' - 0"
6 5/8"
3"5/8
"
CLIP ANGLE TO PROVIDE FRICTION FITFASTEN TO HORIZONTAL Z-FURRING1/2" BACKER BOARD
SMOOTH METAL TO MATCH EXTERIORCLADDING MATERIAL
5/8" GLASS MAT SHEATHINGVAPOR RETARDER
3" RIGID INSULATION1/2" AIR SPACE
1"
1 1/2"
1/2" AIR SPACE3" RIGID INSULATION BETWEEN Z FURRING
VAPOR RETARDER5/8" GLASS MAT SHEATHING
1"3"
5/8"
WEEP
1 1/2"
FASTEN TO HORIZONTAL Z-FURRING1/2" BACKER BOARD
SMOOTH METAL TO MATCH EXTERIORCLADDING MATERIAL
Level 10"
Parapet14' - 0"
13
A8.112 Sim
10A8.1
2' - 8
"
A8.16 Typ
2' - 2
"6"
SEE
CIVI
LVA
RIES
1' - 6
"11
' - 6"
14' -
0" @
SIM
13' -
0"2'
- 0" @
SIM
1' - 0
"
GRAVEL WRAPPED BY FILTER FABRIC, ADDALTERNATE #7
PERIMETER DRAIN, ADD ALTERNATE #7
DRAINAGE MAT, ADD ALTERNATE #7
2" RIGID INSULATION BETWEEN Z FURRING
EXTERIOR GRADE OR CONCRETE PAVING,SEE SITE PLAN
SITE CAST CONCRETE KNEE WALL
INTERIOR VAPOR RETARDER
CONTINUOUS CONCRETE FOOTING
CEILING SYSTEM, SEE REFLECTED CEILINGPLAN
6" METAL STUD
5/8" GLASS MAT SHEATHINGVAPOR RETARDER
3" RIGID INSULATION
1/2" AIR SPACE
SMOOTH METAL WALL PANELS TO MATCHEXTERIOR CLADDING MATERIAL
1/2" BACKER BOARD
1 1/2" STEEL DECKING
STEEL FRAMING
CONTINUOUS WOOD BLOCKING
METAL GRAVEL STOP
MECHANICALLY FASTENED MEMBRANEROOFING SYSTEM
A8.111
13
CONTINUOUS 2x WOOD
T.O. Sill1' - 6" AFF1"
SEALANT WITH BACKER ROD
WEEPS
ALUMINUM DRIPCLIP ANGLE TO PROVIDE FRICTION FIT
SMOOTH METAL TO MATCH EXTERIORCLADDING MATERIAL
1/2" BACKER BOARD1/2" AIR SPACE
3" RIGID INSULATIONVAPOR RETARDER
SHIM AS NEEDED
2 1/8" 8" 2 5/8" 6"
1' - 4 5/8"
1' - 5 1/4"
6 5/8"3 5/8"1"
CONTINUOUS CLEAT
SITE CAST CONCRETE KNEE WALL2" RIGID INSULATIONINTERIOR VAPOR RETARDER5/8" GYPSUM WALLBOARD
BATT INSULATION5/8" GLASS MAT SHEATHING
5/8" GYPSUM WALLBOARD6" METAL STUD
architectureplanning
interior designIKM Incorporated
One PPG PlacePittsburgh, PA 15222
D a t e
Drawing Number
Project Number
Drawing Title
Project Title
Revisions
A8.1
10-070
Wall Sections -Typical
1 July 2011
IndianaMusculoskeletal
Institute
COSM Realty
3/4" = 1'-0"A8.12 Wall Section Through Horizontal Window
3/4" = 1'-0"A8.11 Typical Wall Section
1 1/2" = 1'-0"A8.15 Typical Parapet
1 1/2" = 1'-0"A8.112 Typical Wall Base Detail
1 1/2" = 1'-0"A8.16 Slot Parapet - Small
1 1/2" = 1'-0"A8.19 Parapet @ Slot
1 1/2" = 1'-0"A8.110 Slot Detail
1 1/2" = 1'-0"A8.14 Gravel Stop
3" = 1'-0"A8.18 Metal Panel Assembly
No. Date Description
3" = 1'-0"A8.17 Metal Panel Assembly @ Soffit
3/4" = 1'-0"A8.13 Wall Section @ Slot
1 1/2" = 1'-0"A8.111 Slot Base
Level 10"
T.O. High Roof24' - 0"
T.O. Steel12' - 6"
A8.68
1 531.5 7 117.5 9.37.1 131.1 9.53.5
PUBLICTOILET
107SMALL
TREATMENT432
5.1
OT AREA418
PT GYM419
OTTREATMENT
416
EXAM215
CORRIDOR212
EXAM216
CORRIDOR220
A8.11
RETAIL103
EXAM218
EXAM223
A8.12 Sim
A8.66
A8.63
Parapet16' - 0"
1.7 9.49
ATRIUM101
5.3
A8.65
POLYCARBONATE BORROWED LIGHTGYPSUM BOARD BULKHEAD
VARIES
Level 10"
Parapet14' - 0"
T.O. High Roof24' - 0"
T.O. Steel12' - 6"
ACI E DGH F B.9
STAFFTOILET
424
STAFFBREAK
422
OTTREATMENT
416WAITING
400
G.1
A8.11
A8.12
OFFICE417
PT / O&PEQUIPMENT
415
PEDIATRICTREATMENT
412
DMEBILLING
403
RECEPTIONOFFICE
402
PTENTRANCE
102TOILET
638CORRIDOR
637EXAM646
B
LAUNDRY423
COPY /PRINT AREA
305
TOILET306
TOILET307
CORRIDOR300
VARIES
POLYCARBONATE BORROWED LIGHT
Level 10"
Parapet14' - 0"
T.O. High Roof24' - 0"
T.O. Steel12' - 6"
MRI514
A8.73 A8.6
2
6.864 124.2 86.4
A8.32
A8.66
MECHANICAL110
RECEPTIONOFFICE
402
RETAIL103ATRIUM
101
STAFFWORKSPACE
& LOUNGE503
TOILET506
CORRIDOR505
GOWNEDWAITING
ROOM509
MRIANTEROOM
512
104.1
CORRIDOR1
405
6.2
VARIES
A8.22O.H.
Level 10"
Parapet14' - 0"
T.O. High Roof24' - 0"
T.O. Steel12' - 6"
A8.41
a e f gcb d h
COSMWAITING
200 ATRIUM101
ATRIUM101
WAITING600
CORRIDOR628
EXAM630
EQUIPMENT629
SOILEDHOLDING
619CORRIDOR
615EXAM
618
A8.11
A8.67
c.4
VARIES
A7.518
A7.59
0' 4' 8' 16'
architectureplanning
interior designIKM Incorporated
One PPG PlacePittsburgh, PA 15222
D a t e
Drawing Number
Project Number
Drawing Title
Project Title
Revisions
7/1/
2011
4:3
5:14
PM
A3.3
10-070
Building Sections
1 July 2011
IndianaMusculoskeletal
Institute
COSM Realty
1/8" = 1'-0"A3.33 S-N Section Looking West No. Date Description
1/8" = 1'-0"A3.34 N-S Section Looking East
Jurmala Hotel
Fall -11
Architecture is, and has always been, made of parts: from the scale of materials, to that of rooms, to the urban scale. Those parts have historically been differ-ent from one another other on any scale larger than a unit of construction, and sometimes on that scale as well. However, historically, the parts have always been less important on their own than they have been un-derstood to be in service to the whole. For instance, parts have been inflected toward a center, such as those that constitute Michelangelo’s Campidoglio in Rome. The past two decades have seen an increas-ing prevalence of self-similar parts. This project aims at resistance toward that trend by using the existing hotel building as an intentionally out-of-scale element. Therefore, by means of internal differences and vari-ous levels of interiority, the goal of this project is to allow the project’s parts to undermine the whole so that no single synthetic view, metaphorically or liter-ally, could be formed of the project.
In collaboration with Jonah Rowen
Ruby Memorial Hospital Atrium
Summer -12 to PresentProject Architect at IKM
IKM was hired by West Virginia University Healthcare to revise the entrance experience of their flagship, Ruby Memorial Hospital. The existing condition included a patient drop-off tucked beneath the footprint of the building. IKM’s strategy was to move the drop-off sequence out from beneath the existing tower’s footprint, infill this newly claimed space with three floors of new and expanded program, and design a four story atrium through which entrance occurs. The project requires extensive phase coordination which include the re-routing of vehicular traffic on the campus, four new elevators, a new emergency department, an expanded childrens’’’’ hospital, an eleven story bed tower and many smaller renovation and expansion projects.
ambulation around and through theatrium at a varied rate
Mountain Climbing
atrium
*
*
* work done by Behnisch Architekten
Up
New Elevators
WellnessAdministration
Gift Shop Cafe
Con
cier
ge
Col
d St
orag
e
Bath
room
Dry Storage
Whe
elch
air S
tora
ge
Gift
Sho
p St
orag
e
Cardiac & CascularService Expanded
Outpatient Diagnostic
New Elevators
Dn
Dn Up
Open to Below
Stadium Overlook
Employee HealthPhysical Therapy
Day Surgery Waiting Day Surgery Waiting
New Elevators
Up
Dn
Open to Below
Open Dining
OutdoorDining
OutdoorDining
Dietary Services
Existing Pharmacy
New Elevators
Dn
Dn
Open to Below
Atrium Plan - Level 1
Atrium Plan - Level 3
Atrium Plan - Level 2
Atrium Plan - Level 4
Level 11090' - 10"
0.90.70.6
T.O. Fascia1108' - 4"
1A500
Arch Soffit1110' - 10"
B.O. Wood Soffit1102' - 5 1/2"
A5032
A5034
6
A503T.O Steel @ Lowpoint
1106' - 7"
9
A300
11A503
A5033
7' - 8"6' - 6"
9' - 8" 23' - 10"
1A202
TEMPORARY PRECASTCONCRETE CAP BEYOND
SLOPED GLAZING ASSEMBLYMETAL PANEL SYSTEM
LAMINATED GLASS
ALUMINUM RAFTER
ALUMINUM PURLIN
EXPOSED STEEL STRUCTURE
PRECAST CONCRETE PANELSCONNECTIONS BY PRECASTCONTRACTOR
PRECAST CONCRETEPANELS BEYOND
10
A300
7
A503
3A300
ALUMINUM GUTTER ANDDOWNSPOUT BY SLOPEDGLAZING CONTRACTOR
4°
ASK 11
1
Level 11090' - 10"
10.90.70.5 0.6
A5021
4A201
3A201
T.O. Fascia1108' - 4"
4A501
2A500
Arch Soffit1110' - 10"
A5015
B.O. Wood Soffit1102' - 5 1/2"
3' - 7
"2'
- 3 1/
2"11
' - 7 1
/2"
A5029
7
A300
T.O Steel @ Lowpoint1106' - 7"
A5021
Sim7
A504
EXISTING STRUCTURE BEYOND
EXISTING ENTRANCE ARCH
METAL PANELSYSTEM
METAL PANEL SYSTEM
TEMPORARY PRECAST CONCRETE CAP
METAL COPING BEYOND
SINGLE PLY ROOF MEMBRANE SYSTEM
PRECAST CONCRETE PANEL
CONTINUOUS LINEAR WOOD SOFFIT SYSTEM
PRECAST CONCRETE PANEL
PRECAST CONCRETE CAP
ACCESS PANEL
SINGLE PLY ROOF MEMBRANE SYSTEM
PRECAST CONCRETE PANEL
CONTINUOUS LINEAR WOOD SOFFIT SYSTEM
PRECAST CONCRETE PANEL
PRE-PLANTED MODULAR TRAY ROOF SYSTEMW/ INTEGRATED ROOF PAVERS AT PERIMETER
SKYLIGHT
11' - 4" 33' - 8" 34' - 5" 2' - 7"
INTEGRAL ILLUMINATED SIGN, SEESPECIFICATIONS FOR MOCK UPREQUIREMENTS
A5026
T.O. Arch1116' - 10"
2A300
3" 1' - 11"
TO FACE OF EXISTING BUILDING82' - 0"
4°
6' - 0
"2'
- 6"
5' - 1
0 1/2"
3" THERMAL REVEAL
2' - 0"
METAL COPING
6
A300
METAL PARAPET BEYONDLIGHT FIXTURE, SEEELECTRICAL DRAWINGS
4A300
3/8" = 1'-0"A2022 Section at Canopy
3/8" = 1'-0"A2023 Section at Porte Cochère - NS
SEE PAGE A000 FOR MOCK UP REQUIREMENTS
1102.56'
1090.31'
New Drop-off
Phase II
Phase I
Demo pier caps
The design of the porte cochère in phase I had to anticipate the design of the atrium to be built as phase II.
H.3
0.9
0.7
3A500
3A500
1' - 5
"2'
- 0"
3"4'
- 9"
1' - 5
"
9' - 1
0"
1' - 4" 1' - 4"
2' - 8"
1A500
A50420
A50421
A50416
Typ
Opp.
K.2
5" PRECASTCONCRETE PANELS,CONNECTIONS BYPRECASTCONTRACTOR
STEEL FRAMING, SEESTRUCTURAL DRAWINGS
STEEL FRAMING, SEESTRUCTURAL DRAWINGS
STORM DRAIN, SEEPLUMBING DRAWINGS
HVAC PIPING FOR EASTPIER ONLY, SEEPLUMBING DRAWINGS
COLD WATER RISER FOREAST PIER ONLY, SEEPLUBMING DRAWINGS
3" METAL FACEDRIGID INSULATION
WALL HYDRANT FOREAST PIER ONLY, SEEPLUMBING DRAWINGS
SPRAY ON CEMENTITIOUSFIREPROOFING, SEEFIREPROOFING SCHEDULE
CONDUIT TO RECESSEDJ-BOX, SEE ELECTRICALDRAWINGS; SIZE ANDQUANTITY ASREQUIRED BY E.C.
An Urban Court
Fall -12
This project stemmed from an interest in how solid figures might define a central space that seemlessly connects to an exterior. Blurring its boundary with the exterior complicates the reading of the central space as a unified whole. Rather it is read a series of fluid spaces that demonstrate a mutual dependence with the solid figures. A very prominant and under used site was picked in Pittsburgh’s central business district and programmed by activities that intentionally demon-strate a ranging level of intimacy with their space: a bicycle shelter, commuter showers and lockers, a hostel, and condominiums. Creating a shared central volume that is not perceptible in its entirety brings these disparate occupancies together yet maintains intimacy and individuation.
Self initiated project
0 5 10 20 30
NLEVEL 1
GRA
NT S
TREE
T
5 storage / mechanical
4 Up to bicycle and running lounge
3 Bicycle parking plaza
2 Cafe / juice bar
1 Retail
1
5
2
3
4
b
View from plazab
Boul
evar
d of
the
Allie
s
Fort
Pitt
Boul
evar
d
I-376
Eas
t
I-376
Wes
t
Firs
t Ave
nue
Third
Ave
nue
Seco
nd A
venu
e
Firs
t Ave
nue
Cherry Way
Grant Street
Ross Street
Smithfield Street
Wood Street
Four
th A
venu
e
Forb
es A
venu
e
Fifth
Ave
nue
M
M
International Airport: 18 mi.
Bus Station: 0.6 mi.
Amtrak Station: 0.6 mi.
International Airport: 18 mi.
Poin
t Sta
te P
ark:
0.6
mi.
Oak
land
: 2.1
mi.
NVIEW CORRIDORS
AUTOMOTIVE TRANSPORTATION
POPULAR RUNNING ROUTES
PUBLIC TRANSPORTATION
EL: 760’
+16’
+32’
+48’
+64’
+80’
+96’
+112’ Monongahela River
Bus stopMetro stop M
BICYCLE TRANSPORTATION Dedicated bike laneRoutes taken from mapmyrun.comRecommended bike route
0 5 10 20 30
NLEVEL 1G
RANT
STR
EET
5 storage / mechanical
4 Up to bicycle and running lounge
3 Bicycle parking plaza
2 Cafe / juice bar
1 Retail
1
5
2
3
4
b
View from plazab
0 5 10 20 30
N
LEVEL 2 LEVEL 4
LEVEL 3
21 Rooftop bar
22 Mechanical penthouse
20 Triple condo
19 Double condo
18 Single condo
17 Studio condo
16 Tenent storage
15 Public bathroom
14 Hostel suite
13 Hostel room
12 Hostel lounge quiet
11 Hostel lounge noisy
10 Hostel reception
9 Private terrace
8 Communal terrace
7 Property management
6 Bicycle and running lounge
5 Storage / mechanical
4 Stair down to plaza / up to hostel
3 Bicycle parking plaza below
2 Cafe / juice bar
1 Retail
4
35
16
18 18
18
8
7
7 15
6
3
5
16
17
9
15
8
7
5
16
7
12
14
14
1414
14 13
11
UP
UP DN
14
14
141818
9
8
8
9
DN
DN
d
c
c
View from communal terrace, 3rd floorc
View from communal terrace, 4th floord
View from elevator lobby, 6th floore
0 5 10 20 30
N
LEVEL 2 LEVEL 4
LEVEL 3
21 Rooftop bar
22 Mechanical penthouse
20 Triple condo
19 Double condo
18 Single condo
17 Studio condo
16 Tenent storage
15 Public bathroom
14 Hostel suite
13 Hostel room
12 Hostel lounge quiet
11 Hostel lounge noisy
10 Hostel reception
9 Private terrace
8 Communal terrace
7 Property management
6 Bicycle and running lounge
5 Storage / mechanical
4 Stair down to plaza / up to hostel
3 Bicycle parking plaza below
2 Cafe / juice bar
1 Retail
4
35
16
18 18
18
8
7
7 15
6
3
5
16
17
9
15
8
7
5
16
7
12
14
14
1414
14 13
11
UP
UP DN
14
14
141818
9
8
8
9
DN
DN
d
c
c
View from communal terrace, 3rd floorc
View from communal terrace, 4th floord
View from elevator lobby, 6th floore
LEVEL 6
LEVEL 5
LEVEL 8
LEVEL 7
3
5
16
5
16
19 19
21 21
20
19
19
9
18
18
181818
19
19
20
1918
19
20
1818
UP
UP
8
8
8
DN
DN
5
16
5
16
22
e
A grid was distorted based on programme and site constraints. The grid then defined the geometry of a central void around which interior programme was arrayed. Site lines to Mount Washington, the Monongahela River, and H.H.. Richardson’s nearby Allegheny County Courthouse inform volumetric cavities that pierce through the interior programme connecting to the inner volume. The result is a complex relationship between the exterior, a courtyard, that which joins the two, and the interior programmed space that defines the city block.