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(e) [email protected] (c) 60 9 5 02 0066 Selected work of Natale Cozzolongo
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(e) [email protected](c) 609 502 0066

Selected work of

Natale Cozzolongo

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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30 31 38

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26 25

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18 29

26

32

25

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2625

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24

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29 12

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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

Topographyin meters above sea level

50

100

200

300

400

10

0 1000

2000

3000

4000

Topographic Study

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

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

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.

Blue indicates work done as part of the Infill / Atrium phase.

InteriorExterior

Green indicates work done as part of the Infill / Atrium phase.

Scope Plan - Level 1 Scope Plan - Level 2

Scope Plan - Level 3 Scope Plan - Level 4

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

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"

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.

(e) [email protected](c) 609 502 0066

To contact

Natale Cozzolongo


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