Selected work of Natale Cozzolongo by Natale Cozzolongo

Selected work of

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0066

The Center of Transnationalism: an Oxymoron Thesis project Spring -09

A future intercontinental high speed mag-lev train station, 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 continuous 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.

World Maglev Infrastructure los

los

e ng

isc

s an

rtla

ity

c ma

os nj 24

g na

alp

ig uc

teg

ala

m ate 31

o xic 28

cit

r nte 29

las 33

quito

chicago

london

rli

29 25

madrid

gilbralter

rabat

tri

lis â&#x20AC;&#x2122;bi

ra 25

kuwait city 32

dubai

28 kathmandu

hanoi

dhaka

yangon

kochi 26

y k o t

colombo

bangkok 28

kuala lumper 33

19 39

dakar

jakarta

nairobi

freetown

dodoma

monrovia 22

dili

abidjan

lilongwe

fuk

khartoum

nouakchott

s go

baghdad

hong kong

mumbai

demascus

g an gy ul n o o py se

new delhi

cairo

shanghai

32 29

fia

o olg

a gr

in eij

rin

new york city

paris

uts

k ya

buenos aires

santiago

tsk

u ak

rio de janeiro

la paz

m dio

pittsburgh brazilia

lima

minneapolis

r ko

denver

o nc

a isl

ta o g

le att ver

station minutes of travel

darwin

e ibr

le vil

harar

lua

h ind

johannesburg

sydney

Transportation Study: Lines

International Terminals 1. 2. 3. 4. 5. 6. 7. 8.

Istanbul Atatürk Airport Esenler Otogar Yenikapı Ferry Terminal Sirkeci Train Station Karaköy Maritime Passenger Terminal Harem Otogar Haydarpaşa Train Station Sabiha Gökçen International Airport

Regional Train M Metro

Tram Funicular Ferry International Ferry Primary Highway Secondary Highway Project Under Construction Project Under Consideration

Transportation Study: Hubs

To Black Sea, Odesa

iftliğ

anç

Sult

Çu

ırg

hall

a ni M

an Ka

klu

nlic

rü

ük cı Ş

i nay

llı S

ıkite

tab

Baş

Yil-

iye hur

tris

sı

ere

ıD itell

ık

Kar

öpr

k Taş

ll ıkite

A ey

kur

Pie

rre

Ra Ka Ko rtalte p ca tep ee

atı

Bağ

cin

Cin

cıla

Bağ

r lcıla

Sağ

gar

lar

ere

ibo

M-

To Edirne, Sofia, and all points West

Ata

tür

İsta

ava

y-Ş ir

sna

ul F ua

lim

lat

lı

at lub

öy

lat

as ara y sım BepaTşü yo ane ğlu l Tü ne l

Fe n

ine

vle

Ze Ba

ezi

ytin

Ye n

kır

erk

Tax

çk

kış

Sir ke ba ci taş lı

Fın

yle

şık

öy

taş

Ku z

çe

dık

Üs

kü

Üs

kü

elk

öy

rbe

yı

r Um

e ekk

kö

rnu

alle

ran

Ibr

rem

iye

şa

rpa

yda

him

a Ag

zte

y ikö

Gö

Ka dık e Kad İ öy şm Ka skele Ça çe d tlü Daıköy Cam rşi ğü ö mg İD ii S Alt a SO ıy oK Ba ol . k Kil hariy pra is e Mü M e ılto hüMo oda Kız rdad lu İ lk a r C ok ryo ad ulu ne . Fe

öy

ılar

Ere

ilyu

ilkö

llu

zte

Gö

Ye ş

kö

ara

kap

apı-

k Top

anlı

Soğ

Yen

Taş

irne

Top ha ne Ka tih a r F ak t-i ein t D r ö iy E r a a y nem min vut az m r cıla T E P E h o ın m n p pk zi aşa Şe re inö önü Sirk Ak ap rke pangö -Y.TC nü ec ı Me Ça Gü i .Üe.v e Sir stil izli ke zad Tek ba ci dık a í ın ş k rter ğ e a F e -A. Gü M as sufp H Ö lh u Me Y .Y. an Ak kif rke e sa Laleli Bey Ç S et A zE ray -Ü az em ult hm fen Me Se niv ıt-K be an Me yitn rte di ers ap rlit ah Can r iz Y m a ite alı ş e kur en am Ak ça t ika Mit tar Ku şe Ye rşı pı an ms ha mk nik Ze tpa ett ap ap ytin in ı şa ı Ko bu c rnu aM us Ba taf kırk Ba aP hç öy aş elie Ye Ka a dik vle zliç r u le eş me

u Yav

Ata

ı lte kap-Ma mir şa Daempa r itlik h Bay e Ş

Çe

tak

A e yva

zid

m Seli

Ey Sütlü üp ce

Ter a

tep

ş üne

ıllı

kö

nbe

çu Top

to ler O

n Ese

rB cıla

tte

Şiş

r lcıla ma eç Sağ Ber yollu U

zlı

m çeş

-Çu

sna

utb

yre

il aşg

B uat li F

Kira

ari

M ı TE

hm Ma

Hıs

iz den

iye

sta

Bo cı

lı

kya

çü

Kü

To Yalova, Bandirma

To Aegean Sea, Izmir, Greece

alt

İde

To Prince’s Islands

yya

re Sü

ltep

jı

Pla

lte

To Aegean Sea, Mediterranean Sea

Transportation Hubs

viz

tal

Kar

1 regional/local stop lar

2 regional/local stops

Ata

rta

3 regional/local stops

n Yu

dik

n Pe

international stop a

arc

s Ter

4000

3000

2000

1000

To Gebze, Ankara, and all points East

Topographic Study

Topography in meters above sea level 10 50 100

200

300

400

4000

3000

2000

1000

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

4 3

2 1

2 4 6

1 2

6 5

4 2

Chosen Route Physical 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.

Kurtuluş

Surrounding Neighborhoods

scale : 1 = 1 000 100

0 meters

Neighborhood study Taxim Square

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.

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.

Tarlabaşı 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.

This neighborhood was built mostly in the 18th 19th and century 19thand

Beşiktaş

was home century andtowas wellhome off Greek to well and offJewish Greek immigrants. and Jewish These immipopulations leftpopulations after the fallleft of after the Ottoman to be grants. These the fall ofEmpire the Ottoman replacedtoby the Balkans. it is Empire beimmigrants replaced byfrom immigrants from Currently the Balkans. known foritit’s Rroma,for African, Kurdish, gay and transexual Currently is known it’s Rroma, African, Kurdish, gay population. Tourism is not supported. Thesupported. grandiose apartand transexual population. Tourism is not The grandiose apartment blocks are inofvarious decay ment blocks are in various states decay states and theofneighand the neighborhood has a stigma of crime. The borhood generally has generally a stigma of crime. The nieghbornieghborhood is considered a slum and continual is under continual hood is considered a slum and is under threat of threat urban and renewal and gentrification. urban of renewal gentrification.

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 standing are mostly tourist attractions like the neo-classical Dol-

Tarlabaşı Caddesi

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.

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 frequently 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.

İstiklal Caddesi

Kabataş

The neighborhood is focused around Istiklal Avenue which was made exclusively pedestrian with the construction of

Kabataş is on the shore of the Bosphorus downhill from

Tarlabaşı boulevard in the 1980’s. The neighborhood is

Taksim Square and can be reached directly by an under-

known for boutiques, night clubs, restaurants, galleries,

ground funicular. The funicular connects with a large ferry

bookstores, and music stores. There are also many consul-

terminal and a station for the tram that connects to Emi-

ates from France, Greece, Russia, Spain, UK, Sweden, The

nonou on the other side of the Golden Horn. The slope of

Netherlands, and Romania. It has a mix of local busi-

the hill is populated by well kept residences.

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.

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 residences with light commerce on the first floor, there are many hotels and a large foreign population.

scale : 1 = 100 4

0 meters

*information collected from Lockheed Martin’s conceptual design of stations for Southern California’s Association of Governments Maglev Deployment Program.

Low Speed Wind 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.*

Proposal 1

Proposal 2 Tube

Tube

Platform

Effected Building Uneffected Building

scale : 1 = 2 000

100

0 meters

100

0 meters

Platform Relationship

scale : 1 = 2 000

Must 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 be 4 meters above platform.*

High Speed Speed can theoretically increase over 4 000 mph in an airless 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.

Proposal 3

Intended for long trips through rural areas and infrequent stops. Turning radius must be wide with a many kilometers to stop.

Platform Effected Building Uneffected Building

scale : 1 = 2 000

scale : 1 = 2 000 100

0 meters

100

0 meters

Relationship to ground plane can be flexible.

Tube

Platform Effected Building Uneffected Building

Must have an emergency 3rd track as well as ways to access the tube for repairs and maintenance. Utilities occupy space tracks.

Proposal 4 Tube

Site Plan

n Tube Path of Porosity Maglev Entry Tram Entry

Metro Entry Funicular Entry 1 Meter Topography scale : 1 = 1 000 100

0 meters

14 10

Level 3

vard

oule

asi B

b Tarla

9 8

Level 2

Video Monitored Show Identification Passport Control Magnetometer Ticket Collection

7 a

public vending public performance space ticketing below identification checkpoint baggage passport control magnetometers ticket collection lodging

Level 1

1 2 3 4 5 6 7 8 9

Plans

uleva

si Bo

ba Tarla

10 11 12 13 14 15 16

controlled vendors waiting gate information kiosks departure security / interrogation arrival vehicular pick-up

Ground level

90.2

86.1

81.5

Transection through Taksim Square, the station, and TarlabaĹ&#x;i Boulevard

Longitudinal Section showing increasing security areas

90.2

86.1

81.5

90.2

86.1

81.5

90.2

86.1

81.5

2'1-3/16" 3-1/16"

90.0°

1-1

3" /4" 1-1

5.7°

0-3

/8"

back

BACK

.0°

32.0

/4"

7-3/4"

seat

1-3

/4"

top edge

SEAT

Self initiated project Fall -09

DOWN bottom edge 10-13/16"

4-3/4"

9-11/16"

8.2

80 UP

DOWN

.8°

top edge 98

bottom edge

back

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.

0-3

6-3/4"

Swing in Schenley

/8"

5-7/16" 2-7 /16 "

seat

8.2

Indiana Musculoskeletal Institute Graduate Intern Architect at IKM Spring -10 to Fall -12 I had the opportunity to work holistically on a 45,000 square foot medical office building from project inception 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 departments and specialties is celebrated.

A3.3

A3.2

A3.3

A3.2

1.7

9.3

7.1

9.4 1' - 6 3/4"

1.5

23' - 6"

5.1

3.5

26' - 3"

5.3

1' - 6 3/4"

11' - 3 5/8"

7.5

9.5

9' - 0"

2' - 0"

9' - 0"

16' - 0"

13' - 5"

1' - 0"

6' - 10"

2' - 0"

7' - 6"

8' - 0"

W D

7' - 5 1/4"

5' - 0"

4' - 7" 1' - 0"

4' - 10" 4' - 0" 5' - 3 3/4"

2' - 0"

9' - 2"

DIRECTOR'S OFFICE

427

STAFF TOILET

426

2' - 1 1/4"

REF.

1' - 2 1/4"

38' - 7 1/2"

WAITING

1' - 2 1/4" 4' - 0 1/4"

7 5/8"

A7.5 1

109

CORRIDOR 108

102

3' - 7 1/2"

1' - 0"

STAFF TOILET

639

POST-PROCEDURE WAITING 671

4' - 2"

660

4' - 0"

PAIN EQUIPMENT

SPINE EQUIPMENT

MEDICATION 651

649

SCHEDULING 647

Alcove

630

EQUIPMENT 629

622

EXAM

MEDICATION

610

611

CLEAN HOLDING

NURSE STATION

642

SOILED HOLDING

617

10' - 10 1/4"

11' - 5 1/4"

612

8 PHYSICIAN OFFICE

659

10' - 6"

EXAM

656

654

EXAM

652

650

TREATMENT

EXAM

644

648

658

EXAM

616

PROCEDURE

A3.1

623

EXAM 620

618

10' - 6"

EXAM / Psychology

A3.1

619

EXAM

NURSE ALCOVE

LOCKERS

613

PHYSICIAN OFFICE

1' - 0"

624

EXAM

643

653

655

EXAM

IRMC Tenant Space - Add Alternate No. 1 641

661

ADMINISTRATION

EXAM

6.8

24' - 9 1/2"

662

CLEAN HOLDING

4 A4.8

609

669

SOILED HOLDING

605

608

PROCEDURE

OFFICE

WEIGHT IN

614

1' - 6 3/4"

2' - 0"

640

635

16 A4.8

4' - 6"

EXAM

CONSULTATION / IN-TAKE

634

4.2

6.2

63' - 3 1/8"

606

RECEPTION

672

6.4

2' - 0"

TOILET

OUT-TAKE

1 A7.7

625

627

668

TOILET & CHANGING

BUSINESS OFFICE

REGISTRATION & DISCHARGE

600

EXAM

12 A4.8

670

6' - 8 1/4"

WAITING

36' - 0"

638

631

1' - 2 7/8" 8' - 0"

WAITING

3' - 10"

10 A4.8

603

TOILET

4' - 0"

633

PRE-PROCEDURE WAITING

AMBULANCE EXIT

Floor Plan Key 6' - 10"

9' - 1 1/2"

6' - 4" 2' - 0"

4' - 0" 3' - 1" 2' - 0" 3' - 1"

6' - 0"

4' - 0"

8' - 6"

4' - 0"

4' - 0" 3' - 1"1' - 0" 5' - 9"

2' - 0"

8' - 0"

4' - 0"

3' - 11"

8' - 0"

4' - 2" 2' - 0" 4' - 2"

4' - 0"

5' - 0"

2' - 0"

5' - 4" 1' - 02"' - 9"

7' - 0"

PARTITION TO BE PROVIDED- PROVIDE P1 UNLESS INDICATED OTHERWISE

2' - 0" FEC

1.5

1 1' - 6 3/4"

1.7

32' - 0"

5.1

5.3

7.1

7.5

30' - 0"

9.5 60' - 0"

29' - 0"

1' - 6 3/4"

154' - 1 1/2"

1.1

3.5

A3.1

FIRE EXTINGUISHER AND CABINET DOOR - KEYED TO DOOR SCHEDULE

A2.1

Level 1

3/32" = 1'-0"

830

3' - 9"

TOILET

665

STAFF

626

TOILET

STAFF HOUSEKEEPINGCONSULTATION TOILET 667 666

664

9' - 0"

27' - 1 1/2"

8' - 0"

STAFF COATS

663

30' - 1 1/4"

Canopy - Add Alternate No. 3

7 A4.8

1 A4.8

PT ENTRANCE

2' - 1"

13' - 5"

4' - 0"

ASK3

401

14 A4.8

4.1

7' - 2"

1' - 6 3/4"

2' - 2 3/4"

513

400

PEDIATRIC WAITING

CORRIDOR

19' - 1"

1' - 6 3/4"

36' - 0"

MRI EQUIPMENT

508

6 1/2"

2' - 0" 18' - 0"

11' - 4"

507

503

7 5/8"

10' - 0 3/4"

402

CLEAN HOLDING

1' - 7 1/2"

49' - 1 3/4"

SOILED HOLDING

STAFF WORKSPACE & LOUNGE

20' - 7 3/4"

63' - 11"

514

511

510

RECEPTION OFFICE

110

MRI

CHANGING CHANGING

405

MECHANICAL

512

506

REF.

f 1 A3.3

509

TOILET

CORRIDOR 1

12' - 0"

28' - 9"

502

403

404

MRI ANTEROOM

GOWNED WAITING ROOM

18' - 9"

DME BILLING

OFFICE MANAGER

COORDINATE WITH OWNER'S DUMPSTER

13 A4.7

WORK ROOM

11' - 7"

24' - 9" 25' - 0" 5' - 2 1/2" 214' - 1"

26' - 11"

501

406

A3.2

24' - 9 1/2"

RECEPTION OFFICE

412

ELECTRICAL

436A

517

101

PEDIATRIC TREATMENT

408

CLOSET

1 A4.5

516

39' - 1 3/4"

437

515

21' - 4"

SPEECH ROOM LARGE

407

500

ATRIUM

1' - 0"

435

11' - 6 1/4"

RECEPTION

103

MRI CONTROL

BONE DENSITY

FUTURE EXPANSION

1' - 6 3/4"

RETAIL SPACE 1

224

219

105

SPEECH EQUIPMENT

CHANGING & TOILETS FEMALE

436

WORK ROOM

PUBLIC TOILET

409

27' - 0"

1' - 6 3/4"

415

SPEECH ROOM SMALL WHIRLPOOL

223

106

410

CHANGING & TOILETS MALE

EXAM

218

217

JANITOR

PT / O&P EQUIPMENT

CORRIDOR 2

149' - 3 1/4"

434

21 A4.7

EXAM EXAM

11' - 10 3/4"

17 A4.7

NEURO TREATMENT

413

16' - 0"

1 A4.7

CORRIDOR 3

411

25' - 1 3/4"

1 A4.2

220

A3.3

PUBLIC TOILET 107

SMALL TREATMENT

433

13' - 7 1/2"

3 1 ASK4 A4.6

CORRIDOR

222

212

215

SMALL TREATMENT

EXAM

216

CORRIDOR

EXAM

46' - 3"

204

1' - 6 3/4" EXAM

TRANSCRIPTION

OT TREATMENT

1' - 6 3/4"

2' - 0" 4' - 0"

A3.1

13' - 1 3/8"

417

418

7' - 1 3/8"

221

213

OFFICE OT AREA

EXAM

214

EXAM

203

19' - 3"

EXAM

MEDICAL ASSISTANT

RETAIL SPACE 2

7' - 7"

1' - 0"

422

416

210

200

104

419

CORRIDOR

209

3' - 5"

COSM WAITING

SMALL TREATMENT

5' - 4"

CORRIDOR

423

STAFF BREAK

421

c.4

1' - 0 1/4"

STAFF WORK

PT GYM

229

211

LAUNDRY

431

226

CAST

202

420

EQUIPMENT

SOILED HOLDING RECEPTION

CORRIDOR

227

1 ASK4

424

STAFF TOILET

246

6' - 9"

SMALL TREATMENT

428

228

X-RAY

1' - 6 3/4"

429

CAST

SMALL TREATMENT

NURSE SUPERVISOR CLEAN HOLDING

DISCHARGE

9' - 8 1/2"

58' - 7 1/2"

237

230

301

1' - 0"

21' - 0"

44' - 10 1/2"

1' - 8" 2' - 0"

5' - 3 3/4"

302

205

432

G.1

CORRIDOR

206

REF.

4 A4.7

BILLING OFFICE

SERVER

305

DISCHARGE

4' - 0"

COPY / PRINT AREA

312

4' - 0"

1 A7.6

3' - 2"

10 A4.7

OFFICE

232

236

239

7 A4.7

311

STAFF LOUNGE

TOILET

EXAM

OFFICE

231

EXAM 240

LYMPHOEDEMA TREATMENT

A3.2

CORRIDOR

238

26' - 0"

42' - 4 3/4"

CORRIDOR

308

5' - 10" 1' - 0"

21' - 4 3/4"

306

OPEN OFFICE

5' - 0"

1' - 6 3/4"

TOILET

310

430

242

207

OFFICE

235

EXAM

241

ELECTRICAL

425

SMALL TREATMENT

TOILET

EXAM

303

6' - 1 1/2"

CONFERENCE/ BOARD ROOM

307

62' - 10 1/2"

TOILET

309

243

1 A4.1

A3.2

6' - 0"

2 1 ASK4 A4.3

1 ASK5 A4.4 A6.3

233

EXAM

A3.2

PHYSICIAN OFFICE

234

244

OFFICE

B.9

RN / PA OFFICE EXAM

1' - 6 3/4"

245

10 7/8"

1' - 6 3/4"

8' - 10 3/8"

208

27' - 0"

13' - 7 1/2"

WORK ROOM

JANITOR

A3.2

2' - 0" 6' - 5 1/2"

22' - 5 7/8"

6' - 7"

4' - 0"

7' - 0"

16' - 4"

12' - 10"

6' - 0"

10' - 6"

6' - 7"

6' - 6 1/4" 1' - 0"

6' - 0"

12' - 4"

2' - 0"

26' - 2"

4.1

4.2

6.2

6.4

6.8

1' - 6 3/4"

30' - 1 3/4"

1' - 6 3/4"

1.1

28' - 0 1/8"

71' - 1 1/4"

37' - 10"

92' - 2 1/4" 1' - 6 3/4"

NOT IN CONTRACT OVERHEAD

10 ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

3' - 0" 3 5/8"

2' - 8 3/8"

4" RIGID INSULATION

g PAINTED ALUMINUM GUTTER

3' - 0"

METAL GRAVEL STOP

Deck Bearing +/21' - 10 1/2"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

3 5/8"

2' - 8 3/8"

4" RIGID INSULATION ROOF VAPOR RETARDER

ROOF VAPOR RETARDER

2" ACOUSTIC DECKING

Deck Bearing 20' - 6 1/4"

METAL SOFFIT

1' - 11 7/8"

6 1/8"

STEEL FRAMING EXTENDED CURTAIN WALL VERTICAL BEYOND METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER BATT INSULATION

Sim

13 A7.2

1' - 2 1/2"

PAINTED ALUMINUM GUTTER

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER 5/8" GLASS MAT SHEATHING

5/8" GLASS MAT SHEATHING

1' - 7 1/2"

METAL SOFFIT 1' - 11 7/8"

1' - 2 5/8" @ SIM 6"

6 1/8"

1' - 3"

1' - 7 1/4"

INSULATED GLAZING 2"

6 1/8"

Deck Bearing 17' - 8"

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

Sim

13 A7.2

1' - 11 7/8"

ROOF VAPOR RETARDER

PAINTED ALUMINUM GUTTER SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

INSULATED GLAZING

Sim

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS 2"

1' - 4"

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

13 A7.2

IKM Incorpo One PPG P Pittsburgh, PA 1

1' - 4"

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER

VARIES

2' - 8 3/8"

STEEL FRAMING

5/8" GLASS MAT SHEATHING

Deck Bearing

architect plann interior des

3' - 0" 3 5/8"

STEEL FRAMING EXTENDED CURTAIN WALL VERTICAL BEYOND

EXTENDED CURTAIN WALL VERTICAL BEYOND

1' - 4 1/4"

2" ACOUSTIC DECKING

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

2' - 8 3/8"

1' - 4"

ROOF VAPOR RETARDER

6 1/8"

3 5/8"

4" RIGID INSULATION

1' - 11 7/8"

3' - 0"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

2' - 8 3/8"

12 A7.2

5.3

2" ACOUSTIC DECKING

3' - 0" 3 5/8"

ROOF VAPOR RETARDER

INSULATED GLAZING

T.O. Steel 12' - 6"

8" METAL STUD 3/4" PLYWOOD

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

ALUMINUM CURTAIN WALL SYSTEM

11 A7.2

Curb 14' - 0"

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

INSULATED GLAZING

SLOPED METAL SILL, 1/2":12" MIN

STEEL FRAMING

3" RIGID INSULATION

ROOF VAPOR RETARDER

1 1/2" STEEL DECKING

Curb 14' - 0"

3" RIGID INSULATION

A8.6

1 1/2" STEEL DECKING

Clearstory Section 3 3/4" = 1'-0"

A8.6

3/4" = 1'-0"

A8.6

Clearstory Section 5 3/4" = 1'-0"

12 3' - 0" 3 5/8"

Clearstory Section 4

1.5 3' - 0"

METAL GRAVEL STOP

2' - 8 3/8"

3 5/8"

3' - 0"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS 4" RIGID INSULATION

3 5/8"

ROOF VAPOR RETARDER 2" ACOUSTIC DECKING

2' - 8 3/8"

2' - 8 3/8" RIBBED MEMBRANE ROOFING SYSTEM

ROOF VAPOR RETARDER

4" RIGID INSULATION

Deck Bearing @ Sim

ROOF VAPOR RETARDER

VARIES

2" ACOUSTIC DECKING

Deck Bearing 23' - 1" Deck Bearing VARIES

12 A7.2

Sim

STEEL FRAMING

EXTENDED CURTAIN WALL VERTICAL BEYOND

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER

12 A7.2

1' - 4"

EXTENDED CURTAIN WALL VERTICAL BEYOND

1' - 4"

Deck Bearing 22' - 11" 1' - 4" 5/8" GLASS MAT SHEATHING

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

EXTENDED CURTAIN WALL VERTICAL BEYOND

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER 5/8" GLASS MAT SHEATHING SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

5/8" GLASS MAT SHEATHING SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL 1' - 9 3/4"

6 1/8"

8 1/8"

INSULATED GLAZING

1' - 11 7/8"

6 1/8"

INSULATED GLAZING

10 7/8" 1' - 9 7/8"

6 1/8"

10 7/8"

No.

Date

Description

Revis

SLOPED METAL SILL, 1/2":12" MIN

ALUMINUM CURTAIN WALL SYSTEM

ALUMINUM CURTAIN WALL SYSTEM CURB CONDITION VARIES. SEE LOW ROOF PLAN FOR DETAIL

SLOPED METAL SILL, 1/2":12" MIN

STEEL FRAMING

8 A7.2 3" RIGID INSULATION MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM 3-5/8" METAL STUD

Curb 14' - 0"

SLOPED METAL SILL, 1/2":12" MIN

STEEL FRAMING

14 A7.2

9 A7.2 3" 2"

Sim

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

Curb 14' - 0"

1' - 3"

3/4" = 1'-0"

STEEL FRAMING

ROOF VAPOR RETARDER

Clearstory Section 2

4" RIGID INSULATION

A8.6

VARIES

ROOF VAPOR RETARDER

VARIES

BRACING, 4'-0" O.C.

3/4" = 1'-0"

Curb 14' - 0"

Actual T.O. Steel 4" RIGID INSULATION

1 1/2" STEEL DECKING

Clearstory Section 1

8 A7.2

4" RIGID INSULATION

ROOF VAPOR RETARDER

Sim

VARIES

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

6 1/8"

VARIES

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

1' - 11 7/8"

METAL SOFFIT

3" 3" RIGID INSULATION

1' - 3"

3" RIGID INSULATION

8 A7.2

Curb 14' - 0"

1' - 3"

Curb 14' - 0"

Sim

13 A7.2

SLOPED METAL SILL, 1/2":12" MIN

10 A7.2

STEEL FRAMING

SLOPED METAL SILL, 1/2":12" MIN

VARIES

CURB CONDITION VARIES. SEE LOW ROOF PLAN FOR DETAIL

A8.6

STEEL FRAMING

SLOPED METAL SILL, 1/2":12" MIN

Sim

4" RIGID INSULATION

ALUMINUM CURTAIN WALL SYSTEM

SLOPED METAL SILL, 1/2":12" MIN

Curb 14' - 0"

COSM Re

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

Actual T.O. Steel VARIES

ROOF VAPOR RETARDER 5/8" GYPSUM WALLBOARD

ROOF VAPOR RETARDER

3-5/8" METAL STUD

1 1/2" STEEL DECKING

5/8" GYPSUM WALLBOARD

1 1/2" STEEL DECKING

4" RIGID INSULATION ROOF VAPOR RETARDER

10 7/8"

A8.6

Clearstory Section 6 3/4" = 1'-0"

Project Ti India Musculoskele Institu

3" RIGID INSULATION

4" RIGID INSULATION 4" RIGID INSULATION

1 July 2

A8.6

Clearstory Section 7 3/4" = 1'-0"

1 1/2" STEEL DECKING

A8.6

4 7/8"

Clearstory Section 8 3/4" = 1'-0"

Drawing Ti Wall Section Clearsto

Project Numb

9.3

7.5

9.5

6.8

5 A4.1

8 9' - 8 1/4"

1' - 2"

P1A

5' - 10 1/4"

10' - 2"

16' - 4"

P1A

210

9 1/8" 16' - 5 7/8"

14' - 2"

29' - 0"

A5.3 2

P1A

38' - 1 7/8"

2' - 7 1/8"

20' - 10"

16' - 4"

18' - 9"

5" 6' - 4 3/8"

8 1/8"

P1A

201

A5.11 201

P1A

PUBLIC

2 TOILET

P2C

107

A4.7 107

1 A4.7

103

5' - 4 7/8"

500

2 5/8"

1' - 2 5/8"

3' - 4" 2' - 6 3/8"

FEC

PUBLIC TOILET 105

P1A

P2C

8' - 6 3/8"

3' - 8"

1' - 7 1/4"

FIELD VERIFY 1' - 2 5/8"

8' CEILING HEIGHT

P1C

P1A

16' - 4"

21' - 4"

56' - 5 1/8" FIELD VERIFY

RETAIL

16 LIGHTS EQUALLY SPACED

E.4

A5.2

106

15' - 11 3/8"

JANITOR

105

6' - 6"

OPEN TO ABOVE

TRANSCRIPTION

P1A

27' - 0"

OPEN TO ABOVE

6' - 10 7/8"

A5.4

37' - 3 1/8"

8' CEILING HEIGHT

8' - 6 1/2"

3' - 1 1/4"

5' - 0"

202

6' - 8"

14' - 8 3/4"

10 7/8"

1' - 11"

A5.5

P1A MEDICAL ASSISTANT

1' - 10"

4' - 8 1/8"

202

209

1 A7.6

12' - 11"

104

CORRIDOR

RECEPTION

8' - 7 3/8"

24' - 9"

RETAIL HOLDING

3' - 4 5/8"

11' - 3"

DEPRESS CONCRETE SLAB .325"

DEPRESS CONCRETE SLAB .325" 6' - 6"

19' - 9"

5' - 0"

6' - 8"

208B

200

3' - 3" 7 1/8"

208

27' - 0"

6' - 0"

C.3

207B DISCHARGE

9' - 8"

10' - 6" COSM WAITING

OPEN TO ABOVE

207A

8' CEILING HEIGHT

P1A

2' - 8 1/2"

3' - 4"

10' - 0"

8' - 6 1/2"

14' - 8 3/4"

P2A

203

207

208A

8' CEILING HEIGHT

REGISTRATION

A5.3

DISCHARGE

9' - 0"

204

27' - 4 7/8"

COATS

27' - 0"

3' - 0"

5' - 0"

A5.3 PATIENT

P1A

205

302B

206A

EDUCATIONAL SPACE

302

P1A

A5.3

FEC

P1A

BILLING OFFICE

206

P1A

B.9

300A

B.5

2' - 0"

MECHANICAL

FEC

12' - 1 1/8"

302A

A5.9 10

13' - 0"

6' - 6"

1' - 3 3/8"

11' - 2 1/4"

5' - 1 1/8"

205

7 A4.1

A5.4

42' - 11 1/8"

6' - 7 1/8"

f REF.

1' - 2 7/8"

18' - 4 1/2"

1' - 2 5/8" 16' - 4"

A5.1

OPEN TO ABOVE

19' - 9"

5' - 9 5/8"

6' - 6"

19' - 1"

A5.2

12' - 6 1/8" 8' 8" CEILING HEIGHT

P1A

2 P1A

P2A

16' - 0"

10' CEILING HEIGHT

3' - 3"

P2 P1A

5' - 4 1/8"

P1D

3' - 4" 3' - 0 5/8"

3' - 2"

5 6

6' - 8"

1' - 7 1/2"

7' - 1 3/4"

20' - 10"

P8 OPEN TO ABOVE

100B 29' - 0"

VESTIBULE

A5.1

100

DEPRESS CONCRETE SLAB .325"

A5.1

25' - 2 5/8"

9' - 4 7/8"

7' - 10 1/8"

FEC

1' - 2 1/8"

3' - 0"

8' - 11 1/2"

6' - 8"

8' CEILING HEIGHT

3' - 2"

1' - 4"

4' - 0"

1' - 1"

103

101

18' - 9"

P2A

11"

ATRIUM

600A

2' - 3 3/4"

8' CEILING HEIGHT

15' - 3 1/2" FIELD VERIFY

4' - 6 5/8"

400 3' - 4"

4' - 7 5/8"

631

1' - 8"

5' - 0"

102

1' - 3 5/8"

10 7/8"

G.1

PT ENTRANCE

14' - 3 1/2"

P1A

13' - 11"

1' - 0 1/2"

42' - 4 3/4"

6 1/4"

15' - 1 1/8"

3' - 2"

P1A 8' - 1 3/4"

17' - 5 3/4" FIELD VERIFY

4' - 0 1/2"

24' - 8"

12' - 8 1/4"

29' - 0"

FEC

2' - 0"

18' - 9"

P2A

16' - 0"

P1A

10' - 2 3/8"

8' - 0"

P1A P2A

A3.6

13 9 1/4"

1' - 3 3/4" 3 1/2"

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

1 1/2"

Parapet @ Sim 16' - 0"

30# BUILDING FELT

4" RIGID INSULATION

3 1/2" NAILBOARD VAPOR RETARDER

ROOF VAPOR RETARDER

5/8" GLASS MAT SHEATHING

Actual T.O. Steel

ROOF VAPOR RETARDER 1 1/2" STEEL DECKING

T.O. Steel

1 1/2" STEEL DECKING

VARIES

3 1/2"

STEEL FRAMING

1' - 0 1/8"

MEMBRANE ROOF FLASHING

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

CONTINUOUS 2x WOOD SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL

VARIES

4" RIGID INSULATION

T.O. Steel 12' - 6"

1/2" BACKER BOARD

3" RIGID INSULATION 6 5/8"

VAPOR RETARDER

6 5/8"

IKM Incorporated One PPG Place Pittsburgh, PA 15222

1/2" AIR SPACE

Actual T.O. Steel VARIES

5/8" GLASS MAT SHEATHING 4" +/-

architecture planning interior design

3" RIGID INSULATION

8" METAL STUD

8 5/8"

CONTINUOUS 2x WOOD

MEMBRANE ROOF COUNTER-FLASHING

METAL GRAVEL STOP

5 5/8"

4" RIGID INSULATION 6"

MEMBRANE ROOF FLASHING MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

CONTINUOUS CLEAT 2"

MEMBRANE ROOF FLASHING MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

9 A8.1

3" RIGID INSULATION

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

CONTINUOUS 2x WOOD

Parapet 14' - 0"

CONTINUOUS 2x WOOD

CONTINUOUS WOOD BLOCKING

A8.1

CONTINUOUS CLEAT

1' - 6" @ SIM.

CONTINUOUS CLEAT

10 1/4"

4 1/2"

1" +/-

Parapet 14' - 0"

3 1/2"

Parapet 14' - 0"

1' - 5 1/4" +/-

ROOF VAPOR RETARDER

6" METAL STUD

1 1/2" STEEL DECKING 4" +/-

6 5/8"

STEEL FRAMING

6 5/8"

10 5/8" +/-

A8.1

Gravel Stop 1 1/2" = 1'-0"

A8.1

Typical Parapet 1 1/2" = 1'-0"

A8.1

Slot Parapet - Small 1 1/2" = 1'-0"

1' - 3 3/4" 3 1/2"

1/2" AIR SPACE

3" RIGID INSULATION BETWEEN Z FURRING

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

1" SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

FASTEN TO HORIZONTAL Z-FURRING

WEEP

CLIP ANGLE TO PROVIDE FRICTION FIT

Metal Panel Assembly @ Soffit 3" = 1'-0"

A8.1

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES CONTINUOUS 2x WOOD

HOT-AIR WELD

VAPOR RETARDER 5/8" GLASS MAT SHEATHING 8" METAL STUD 1 1/2"

6" METAL STUD

4 1/2"

BATT INSULATION

SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL

5/8" GLASS MAT SHEATHING

1/2" BACKER BOARD MEMBRANE ROOF COUNTER-FLASHING

30# BUILDING FELT

VAPOR RETARDER

1/2" AIR SPACE

3" RIGID INSULATION

CONTINUOUS 2x WOOD

METAL GRAVEL STOP BEYOND

1 1/2" 1' - 2 1/2"

1 1/4"

3" = 1'-0"

5/8" GYPSUM WALLBOARD

CONTINUOUS CLEAT

METAL JAMB

Metal Panel Assembly

8 5/8"

30# BUILDING FELT

MEMBRANE ROOF FLASHING

SEAL WITH BUTYL TAPE

SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

4 1/8"

3 1/2" NAILBOARD

3" RIGID INSULATION

8" METAL STUD 1 1/2"

A8.1

5/8"

1 1/2"

30# BUILDING FELT

5/8"

5/8" GLASS MAT SHEATHING

1' - 0 3/4" VAPOR RETARDER

3 1/2" NAILBOARD

1' - 6 3/4"

VAPOR RETARDER

1 1/2"

5/8" GLASS MAT SHEATHING

3" RIGID INSULATION

VAPOR RETARDER 5/8" GLASS MAT SHEATHING

9 1/4"

A8.1

4 5/8"

6 5/8"

1' - 5 1/4"

10 Slot Detail

Parapet @ Slot 1 1/2" = 1'-0"

A8.1

1 1/2" = 1'-0"

13 1' - 5 1/4"

1' - 0"

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM METAL GRAVEL STOP

5' - 8" 1 1/2" STEEL DECKING

7' - 8" @ SIM

4" RIGID INSULATION

Typ

WEEPS

INTERIOR VAPOR RETARDER

SEALANT WITH BACKER ROD

2" RIGID INSULATION

SHIM AS NEEDED CONTINUOUS 2x WOOD

1 1/2" STEEL DECKING

T.O. Sill 1' - 6" AFF 5/8" GYPSUM WALLBOARD

CONTINUOUS CLEAT

VARIES

4" RIGID INSULATION

BATT INSULATION

ALUMINUM DRIP

CONTINUOUS WOOD BLOCKING

Actual T.O. Steel

VARIES

6 A8.1

5/8" GLASS MAT SHEATHING

1/2" BACKER BOARD SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL CLIP ANGLE TO PROVIDE FRICTION FIT

Parapet 14' - 0"

3 1/2" NAILBOARD

Actual T.O. Steel

6" METAL STUD

1/2" AIR SPACE

Parapet 14' - 0"

3" RIGID INSULATION

5 A8.1

3" RIGID INSULATION

5/8" GYPSUM WALLBOARD

3" RIGID INSULATION

Typ

5 A8.1

CONTINUOUS 2x WOOD

Parapet 14' - 0"

6 5/8"

VAPOR RETARDER

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

CONTINUOUS 2x WOOD

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

3 5/8"

2' - 0" @ SIM

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

SITE CAST CONCRETE KNEE WALL 2 1/8"

2 5/8" 1' - 4 5/8"

STEEL FRAMING 1 1/2" STEEL DECKING

11 Slot Base

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

A8.1

30# BUILDING FELT

1 1/2" = 1'-0"

3 1/2" NAILBOARD

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

1' - 0 3/4" 3 1/2"

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

9 1/4"

1 A7.1

11' - 6"

13' - 0"

3 A7.1

14' - 0" @ SIM

A7.1

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

5/8" GYPSUM WALLBOARD

BATT INSULATION CONTINUOUS WOOD BLOCKING

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

CEILING SYSTEM, SEE REFLECTED CEILING PLAN 1/2" AIR SPACE

WEEP

3" RIGID INSULATION

SHIM AS NEEDED

CONTINUOUS CLEAT

VAPOR RETARDER

SEALANT WITH BACKER ROD

5/8" GLASS MAT SHEATHING

8" METAL STUD

3 1/2" NAILBOARD

2' - 0" R.O. 14' - 0"

5/8" GLASS MAT SHEATHING

16' - 0" @ SIM

VAPOR RETARDER

2 1/8"

2 5/8"

6" METAL STUD VAPOR RETARDER

5/8" GLASS MAT SHEATHING 4' - 10"

SITE CAST CONCRETE KNEE WALL

10 A8.1

2" RIGID INSULATION BETWEEN Z FURRING INTERIOR VAPOR RETARDER

1' - 6"

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD BASE - SEE FINISH SCHEDULE FOR TYPE CONCRETE SLAB OVER GRANULAR FILL

VARIES SEE CIVIL

14' - 6" @ SIM

5/8" GLASS MAT SHEATHING VAPOR RETARDER

Level 1 0"

8" METAL STUD

No.

Date

Description

Revisions

Date

1 July 2011 6"

5/8" GYPSUM WALLBOARD 6" BATT INSULATION

11 A8.1

1' - 6" 6"

Level 1 0"

PERIMETER DRAIN, ADD ALTERNATE #7

CONTINUOUS CONCRETE FOOTING

2' - 8"

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

COSM Realty

PERIMETER DRAIN, ADD ALTERNATE #7

Level 1 0"

Drawing Title Wall Sections Typical

DRAINAGE MAT, ADD ALTERNATE #7 2' - 2"

2' - 8"

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

Project Title Indiana Musculoskeletal Institute

EXTERIOR GRADE OR CONCRETE PAVING, SEE SITE PLAN

2" RIGID INSULATION BETWEEN Z FURRING

2' - 2"

2' - 8"

DRAINAGE MAT, ADD ALTERNATE #7

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

2" RIGID INSULATION BETWEEN Z FURRING

SITE CAST CONCRETE KNEE WALL 2" RIGID INSULATION BETWEEN Z FURRING

INTERIOR VAPOR RETARDER SITE CAST CONCRETE KNEE WALL

VARIES SEE CIVIL

1' - 6"

VARIES SEE CIVIL

Level 1 0"

CONCRETE SLAB OVER GRANULAR FILL

1' - 6"

CONTINUOUS 2x WOOD

EXTERIOR GRADE OR CONCRETE PAVING, SEE SITE PLAN

DRAINAGE MAT, ADD ALTERNATE #7

Sim

2' - 8"

12 A8.1

2' - 2"

6" BATT INSULATION

2' - 2"

14' - 0"

3 1/2" NAILBOARD

16' - 0" @ SIM

12' - 6"

30# BUILDING FELT

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7 PERIMETER DRAIN, ADD ALTERNATE #7

PERIMETER DRAIN, ADD ALTERNATE #7

12 A8.1

Sim

CONTINUOUS CONCRETE FOOTING CONTINUOUS CONCRETE FOOTING

Project Number

10-070 1

A8.1

Typical Wall Section 3/4" = 1'-0"

A8.1

Wall Section Through Horizontal Window 3/4" = 1'-0"

A8.1

Wall Section @ Slot 3/4" = 1'-0"

12 Typical Wall Base Detail

A8.1

1 1/2" = 1'-0"

Drawing Number

A8.1

1.1

1.5

1.7

3.5

5.1

5.3

7.1

7.5

9.3

9.4

9.5

6 A8.6

8 A8.6

3 A8.6

5 A8.6

1 A8.1

2 A8.1

Sim

T.O. High Roof 24' - 0"

Parapet 16' - 0"

SMALL TREATMENT

PT GYM

OT TREATMENT

OT AREA

419

432

T.O. Steel 12' - 6" VARIES

GYPSUM BOARD BULKHEAD

POLYCARBONATE BORROWED LIGHT

RETAIL

416

418

PUBLIC TOILET

ATRIUM

103

EXAM

107

101

215

EXAM

CORRIDOR 212

216

EXAM 218

CORRIDOR

EXAM 223

220

Level 1 0"

4.1

4.2

6.2

6.4

6.8

2 A8.6

3 A8.7

6 A8.6

2 A8.3

2 A8.2

O.H.

T.O. High Roof 24' - 0"

Parapet 14' - 0" T.O. Steel 12' - 6" VARIES

MRI 514

MRI ANTEROOM 512

GOWNED WAITING ROOM 509

CORRIDOR 505

TOILET 506

STAFF WORKSPACE & LOUNGE 503

ATRIUM 101

RETAIL 103

RECEPTION OFFICE 402

CORRIDOR 1 405

MECHANICAL 110

Level 1 0"

Jurmala Hotel In collaboration with Jonah Rowen 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 different 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 understood to be in service to the whole. For instance, parts have been inflected toward a center, such as those that constitute Michelangeloâ&#x20AC;&#x2122;s Campidoglio in Rome. The past two decades have seen an increasing 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 various levels of interiority, the goal of this project is to allow the projectâ&#x20AC;&#x2122;s parts to undermine the whole so that no single synthetic view, metaphorically or literally, could be formed of the project.

Ruby Memorial Hospital Atrium Project Architect at IKM Summer -12 to Present 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.

Exterior

Interior 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

Mountain Climbing atrium

ambulation around and through the atrium at a varied rate

* work done by Behnisch Architekten

New Elevators

Administration Gift Shop Storage

Dry Storage

Wellness

Outpatient Diagnostic

Concierge

Wheelchair Storage

Cafe

Open to Below Bathroom

Gift Shop

Cold Storage

Cardiac & Cascular Service Expanded Dn

Stadium Overlook

Atrium Plan - Level 1

Atrium Plan - Level 2

Day Surgery Waiting

Day Surgery Waiting New Elevators

New Elevators

Dietary Services

Physical Therapy

Employee Health

Existing Pharmacy

Open to Below Open Dining

Open to Below

Outdoor Dining

Atrium Plan - Level 3

Atrium Plan - Level 4

Outdoor Dining

Opp.

0.6

H.3 K.2 3

16 A504

A500

0.7

Arch Soffit 1110' - 10" SLOPED GLAZING ASSEMBLY

METAL PANEL SYSTEM

3 A503

A202

T.O. Fascia 1108' - 4"

1' - 5"

HVAC PIPING FOR EAST PIER ONLY, SEE PLUMBING DRAWINGS

6 23' - 10"

9' - 8"

0.9

A503

6' - 6"

A503

LAMINATED GLASS

STEEL FRAMING, SEE STRUCTURAL DRAWINGS 3" METAL FACED RIGID INSULATION

ALUMINUM RAFTER

ALUMINUM PURLIN

A300

EXPOSED STEEL STRUCTURE

21 A504

5" PRECAST CONCRETE PANELS, CONNECTIONS BY PRECAST CONTRACTOR

1090.31'

B.O. Wood Soffit 1102' - 5 1/2"

4°

2' - 0"

Demo pier caps

1102.56'

T.O Steel @ Lowpoint 1106' - 7"

7 A503

7' - 8"

20 A504

Phase I

TEMPORARY PRECAST CONCRETE CAP BEYOND

1' - 4"

2 A503

Phase II

A500

1 4 ASK A5031

2' - 8" 1' - 4"

0.9

Typ

9 A300 ALUMINUM GUTTER AND DOWNSPOUT BY SLOPED GLAZING CONTRACTOR

9' - 10"

New Drop-off

PRECAST CONCRETE PANELS BEYOND

PRECAST CONCRETE PANELS CONNECTIONS BY PRECAST CONTRACTOR

1 A500 4' - 9"

STORM DRAIN, SEE PLUMBING DRAWINGS

3 A300

COLD WATER RISER FOR EAST PIER ONLY, SEE PLUBMING DRAWINGS

The design of the porte cochère in phase I had to anticipate the design of the atrium to be built as phase II.

Level 1 1090' - 10"

WALL HYDRANT FOR EAST PIER ONLY, SEE PLUMBING DRAWINGS STEEL FRAMING, SEE STRUCTURAL DRAWINGS

0.7

1' - 5"

SPRAY ON CEMENTITIOUS FIREPROOFING, SEE FIREPROOFING SCHEDULE

A202

CONDUIT TO RECESSED J-BOX, SEE ELECTRICAL DRAWINGS; SIZE AND QUANTITY AS REQUIRED BY E.C.

0.5

0.7

0.6

Section at Canopy 3/8" = 1'-0"

SEE PAGE A000 FOR MOCK UP REQUIREMENTS

0.9

3 A500 EXISTING ENTRANCE ARCH

5 A501

4 A501

T.O. Arch 1116' - 10" PRECAST CONCRETE CAP

6' - 0"

INTEGRAL ILLUMINATED SIGN, SEE SPECIFICATIONS FOR MOCK UP REQUIREMENTS

EXISTING STRUCTURE BEYOND

1 A502

A201

A504

A500

9 A502 3"

6 A502

LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

4 A201

METAL PARAPET BEYOND

2' - 6"

2' - 0"

PRECAST CONCRETE PANEL

3" THERMAL REVEAL

Arch Soffit 1110' - 10"

METAL COPING BEYOND

PRE-PLANTED MODULAR TRAY ROOF SYSTEM W/ INTEGRATED ROOF PAVERS AT PERIMETER

SINGLE PLY ROOF MEMBRANE SYSTEM

METAL COPING

Sim

TEMPORARY PRECAST CONCRETE CAP

SKYLIGHT

ACCESS PANEL

1 A502 1' - 11"

SINGLE PLY ROOF MEMBRANE SYSTEM PRECAST CONCRETE PANEL

T.O. Fascia 1108' - 4" METAL PANEL SYSTEM

T.O Steel @ Lowpoint 1106' - 7"

3' - 7"

METAL PANEL SYSTEM

7 5' - 10 1/2"

A300 6

11' - 4"

CONTINUOUS LINEAR WOOD SOFFIT SYSTEM

4°

CONTINUOUS LINEAR WOOD SOFFIT SYSTEM

33' - 8"

2' - 3 1/2"

A300

B.O. Wood Soffit 1102' - 5 1/2"

34' - 5"

2' - 7"

82' - 0" TO FACE OF EXISTING BUILDING

PRECAST CONCRETE PANEL

11' - 7 1/2"

PRECAST CONCRETE PANEL

4 A300

2 A300

Level 1 1090' - 10"

An Urban Court Self initiated project 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 Pittsburghâ&#x20AC;&#x2122;s central business district and programmed by activities that intentionally demonstrate 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.

Wo od

eet

lev ard

Monongahela River

Str

eet

err

Pa rk: 0 al A

irp

ort:

mi.

+80’

mi.

Bu Am s Sta tra tio k S n: 0 tati .6 on: mi. 0.6 mi.

2.1

nt S

kla

nd:

Av en nd

Gra

Se co

I-3 7

6W es

I-3

Fir st

Ea st

Av en

Fif

th A ven

yW ay

tion

rbe

sA ven

rna

tS tate

Inte

+96’

Po in

urt

hA ven

eld

mi.

ithfi

ue Av en

ird

Bo u

lev

ard

the

Fir

All ies

st A ven

rt P itt B ou

+112’

Str

tre

Str

eet

AUTOMOTIVE TRANSPORTATION

PUBLIC TRANSPORTATION

Bus stop Metro stop M

+64’

+48’

+32’

+16’ POPULAR RUNNING ROUTES

EL: 760’ VIEW CORRIDORS

Routes taken from mapmyrun.com

BICYCLE TRANSPORTATION

Dedicated bike lane Recommended bike route

GRANT STREET

b View from plaza

Retail

Cafe / juice bar

Bicycle parking plaza

Up to bicycle and running lounge

storage / mechanical

LEVEL 1 0

N 20

e View from elevator lobby, 6th floor

Retail

Cafe / juice bar

Bicycle parking plaza below

Stair down to plaza / up to hostel

Storage / mechanical

Bicycle and running lounge

Property management

Communal terrace

Private terrace

7 UP

10 Hostel reception

11 Hostel lounge noisy

12 Hostel lounge quiet 13 Hostel room

14 Hostel suite

d View from communal terrace, 4th floor

15 Public bathroom 16 Tenent storage 17 Studio condo

18 Single condo 19 Double condo

20 Triple condo 21 Rooftop bar c View from communal terrace, 3rd floor

22 Mechanical penthouse 0

LEVEL 3

7 7 7

5 5

4 16

LEVEL 2

LEVEL 4

5 UP

LEVEL 5

LEVEL 7

DN 5

19 22

LEVEL 6

LEVEL 8

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.. Richardsonâ&#x20AC;&#x2122;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.

To contact

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0066