Professional Architectural Projects by Poonam Patel

Portfolio

of architecture projects by Poonam Patel

Project: Sheika Khalifa Hospital Location: Dubai, UAE Status: DD Firm: SOM Team: Nathan King Megan Przywara Nicholas Scalco

Jin-Young Song Kwong Yu Julie Song Poonam Patel Quinn Bennett Douglass Alligood Cyrus Roberts Angeline Haryono Scott Habjan Farid Iskander Rita Kwong Sumati Singh Anthony Treu Jackie Delsandro Rowan Georges John Ostlund Leah Nanpei Karen Hsu Megan Przywara David Shanks

Project: Park Lane - mix use Location: Dallas, TX | Status: Built Firm: GFF Architects Team: Joe Patti Clark Key

Poonam Patel Ronald Butler George Marquez Mike Reyes Richard Jones Xavier Spencer Drew Hayes Jay Mathison

Project: Neisner Location: San Antonio, TX Status: Built Firm: Neisner Building Team: Glenn McGuyre

Poonam Patel

Project: Shakespeareâ&#x20AC;&#x2122;s Theater Location: Houston, TX Status: un- built School: University of Houston Designer:

Poonam Patel

Alex Gamble Anya Bartay

THEATER

Sheika Khalifa Park Lane

Neisner

Professional

M.Arch

pg. 4

pg. 6

pg. 13

pg. 17

Contents 2

visit poonampatel.com for more projects

sheika khalifa Hospital Project: Sheika Khalifa Hospital Location: Dubai, UAE Status: DD Firm: SOM Team: Nathan King Megan Przywara Nicholas Scalco Poonam Patel Douglass Alligood Scott Habjan Rita Kwong Anthony Treu Jackie Delsandro Leah Nanpei Karen Hsu Megan Przywara David Shanks Jin-Young Song Kwong Yu Julie Song Quinn Bennett Cyrus Roberts Angeline Haryono Farid Iskander Sumati Singh Rowan Georges John Ostlund

Interior Rendering of the main lobby.

This is a 2.2 million SF luxury hospital in Dubai. It consists of a Childrenâ&#x20AC;&#x2122;s Hospital, Womenâ&#x20AC;&#x2122;s Hospital, General Hospital and Royal Hospital. This project is divided up into 8 revit models and 5 supporting revit models. My role is to bring closure to the CD set along with the rest of the team.

Park Lane Involvement: I worked on this project for 3 years on a team that fluctuated from 4 to 10. The following are parts of the project I worked on: 33 Acre Site Plan Block C Block DF Block C exp Vehicular Bridge Pedestrian Bridge

Park Lane is a 33.5-acre mixed-use development located in Dallas that sits across from North Park Center, one of the nationâ&#x20AC;&#x2122;s most prominent shopping malls. At completion, Park Lane will be a 2.4 million square foot mixed-use development with more than 700,000 square feet of retail, restaurant and entertainment space, anchored by Dallasâ&#x20AC;&#x2122; flagship Whole Foods. The urban village components include shopping, dining and entertainment

Designer : GFF.com Location: Dallas, TX SF: 33 acres Cost: $750 million

venues, Class-A office space, a four-star boutique hotel, an upscale fitness and spa facility, as well as luxury residential units. In the equivalent of five city blocks, this $750 million project will offer a unique urban experience and an unbeatable variety of options to the consumer.

website: http://shopsatparklane.com/

Built: yes

Rendering looking east between Block C and C expansion. G

Block C Grand Stair View - Night

D/F

site

plan

Buildings I worked on Site Plan I worked on

I kept the site plan updated and coordinated with civil engineers, landscape architects, and other architects to make sure that the buildings were not built on easements, and landscape knew where to plant potted plants. The site plan allowed civil engineers to figure out where to place their utility lines.

I managed the site plan for six months and completed Block DF, C, C expansion, the pedestrian bridge and vehicular bridge for the two and a half years after the site plan.

This 33 acre site plan holds 7 large buildings and 2 bridges. A Development By

Block Cex

Block C P. Bridge Block DF

V. Bridge

LEVEL LV. 6 LV. 5 LV. 4 LV. 3 ENTRY FROM 75 LV. 2 LV. 1

2. ALL STOREFRONT, EXCEPT THE SOUTH TENANT, SHALL BE PROVDIED

3. REFERENCE SHEET D-A202 FOR INFORMATION REGARDING PRECAST CONC. PANELS. 4. ALL WALLS ARE 1 HR RATED MIN. U.N.O. D-A202.0

D-A201.0

27' - 4 5/8"

18' - 0"

29' - 0"

25' - 6" 22' - 0 5/8"

4' - 4"

27' - 0"

24' - 8"

12' - 0"

4' - 4"

8' - 8"

2' - 5"

25 4' - 4"

12' - 0" 5' - 4" 2' - 2" 7' - 3 1/2"

8 1/2"

27' - 0"

22' - 8"

2' - 2"

8 1/2" 7' - 3 1/2"

27' - 0"

22' - 8"

5' - 4"

4' - 4"

12' - 0"

4' - 4"

6' - 3 1/2"

2' - 2"

8 1/2"

D-A313.0

4' - 4"

2' - 2" 2' - 2"

D124

5' - 7"

4 D-A502.0

AUTOMATIC SLIDING DOORS

31' - 0"

4' - 4"

3 D-A314.0

D-A403.6

11' - 6"

1' - 2"

6 D-A314.0

2' - 0"

27' - 0" 11' - 6"

9' - 4"

1' - 0" 1' - 2"

2' - 0"

7' - 11"

6' - 0"

7' - 11"

1' - 2"

5' - 2"

3' - 0"

LA LUZ STREET CENTERLINE PLANTER -- REF. LANDSCAPE PLANS CURB RE: CIVIL

A 3 D-A503.0

2 D-A503.0

13 D-A503.0

O.H.

4 D-A301.0

F.D. D-A403.6

15' - 4"

R.O.

15' - 2"

A.7

2' - 5"

D120

2' -9" C.I.P. CONCRETE WALL, REF. STRUCT.

1' - 9"

9 D-A311.0 9' - 0"

CAST IN PLACE CONCRETE RETAINING WALL, REF. STRUCTURAL

3 D-A305.0

9' - 0"

D-A311.0

D-A302.0

2" EXP. JT.

8 4

D-A311.0

165.1°

6 D-A311.0

104 .9°

7' - 0"

4" PAINTED STRIPING TYP.

E 1

STL. COL BELOW

D-A301.0

BOLLARDS

22' - 3"

6' - 0"

D-A202.0

21' - 0"

148' - 2" 1

LEGEND

D-A305.0

27.5

D-A305.0

20.3 20

3 D-A301.0

DOCK DRAINS, REF. CIVIL

ONE WAY

4' - 8 3/8"

563.35'

4' - 0" 2' - 1"

D-A305.0

D 12' - 4" R.O.

563.45'

8 D-A404.2 AIR INTAKE/RELIEF ABOVE -REF. MEP

4" PAINTED STRIPING TYP.

D-A311.0

563.69' AUDIO INSTALLATION -BELOW D120h D120f 563.39'

45' - 4"

202' - 7"

6' - 6"

17' - 10" 5' - 8"

REF. CIVIL FOR DOCK AREA DRAINAGE

D-A311.0

23' - 10"

3' - 4" M.O.

7' - 7" 8' - 8"

6 D-A501.0

D101

40' -

564.0'

BOLLARD TYP.

2 D-A301.0

D120j 573.00

1' - 4"

BOLLARD

WEST SERVICE DRIVE

STONE VENEER TO WRAP ONE WAY CORNER

DOCK EQUIP. REF. TO SPECS, TYP.

D140b D150e

REQ'D EXIT

563.49'

D120g

565.0 '

ELEV. CLR

8' - 10 1/2"

1' - 3 1/2"

22' - 6" 5' - 5"

48' - 4"

568.0'

75 .0 °

1' - 7"

571. 0'

E.3

2' - 0"

20' - 9"

+/- 21' - 0" 2' - 0"

4' - 0"

1' - 11 1/4" 572. 0'

573. 0'

574. 0'

7 DOUBLE VOLUME

569. 0'

24' - 10" 8' - 4"

16' - 6"

13' - 4" 2' - 10"

7' - 10"

575. 0'

576. 0'

E.4

1' - 3 3/8" 3' - 0" M.O. 12' - 5"

7 CONC. FILLED METAL PAN DOCK LEVELER, STAIR PIT, REF. SPEC'S.TYP. D120d

COMPACTOR, N.I.C.

3' - 10"

DN D120b

8 569.0'

40' -

COMPACTOR DOOR WITH 3'-4" X 3'-4" R.O. LOCATED 4'-0" A.F.F., TYP.

8' - 4"

2'-9" C.I.P. CONCRETE WALL, REF. STRUCT.

8' - 0 1/2"

5' - 1 1/8" DOCK LEVELER, EQUIP, REF. SPEC'S. TYP.

D105g

D120c

569.0'

15.0°

PAINTED 6" CONCRETE FILLED STEEL PIPE BOLLARD. REF. TO GENERAL DETAILS, TYP.

DOCK ACCESS DOOR 3' - 4"

6 3/4" REQ'D EXIT/RECEIVING DOOR

D120e

CONC. FILLED METAL PAN STAIR

ELEC. PANEL STUB COL. LOCATION -REF. MEP

2' - 2" 13' - 0"

15' -

D118

D105f

F.O. 8' - 0"

4" PAINTED STRIPING, TYP.

F.O. 8' - 0"

576.51

1 D-A402.0

COMPACTOR, N.I.C.

2 D-A203.0

5' - 0"

12" C.M.U. WALL, 2 HR. RATED

2' - 10 3/8"

EMER. GEN.-REF. MEP

3 D-A301.0

CLR

C.8

8' - 8" 3' - 4"

40' - 0"

3B STAIR #2

13' - 11 1/8"

C.6

D105e

3' - 1"

C.9

D117a

ELEV. # 6 FUTURE CMU WALLS (NIC) PROVIDE AS ADD ALTERNATE ELEVATOR PIT, COORD. EXACT PIT AND SHAFT REQUIREMENTS WITH ELEVATOR SELECTED. COORD. FINAL LOCATION WITH ARCHITECT

2' - 1"

569.0'

DOCK ACCESS DOOR

D105d

D117

1/2" 4' - 0 1/2" 6' - 5

3' - 4"

32' - 4"

ELEC RM

D118a

" 0 1/4

D116 576.00

D116a

SLOPE @ MIN. 1.5% TO DRAIN AWAY FROM BLDG.

1' - 0" 575.00

FIRE RISER

D115a

PROVIDE ELEVATOR PER TENANT NATIONAL ACCOUNT VENDOR

COMPACTOR DOOR WITH 3'-4" X 3'-4" R.O. LOCATED 4'-0" A.F.F., TYP.

6' - 4" M.O.

ELEV. # 5

3' - 4"

D115

8' - 8"

13' - 0"

D105c

30615 SQ.FT. FIN. FLR. = 100.0'

ELEVATOR PIT, COORD. EXACT PIT AND SHAFT REQUIREMENTS WITH ELEVATOR SELECTED. COORD. FINAL LOCATION WITH ARCHITECT

D105b

CONDENSER/PUMP RM

D-A312.0

CIRCUIT CITY

EDGE OF DECK ABOVE

CLR

6' - 1"

5' - 8"

576.00

RAMP UP

40' - 0"

D-A301.0

2" EXP. JT. ABOVE

PROVIDE ESCALATORS PER TENANT NATIONAL ACCOUNT VENDOR TYP.

PROVIDE ELEVATOR PER TENANT NATIONAL ACCOUNT VENDOR

6' - 8"

RAMP UP

R.O.

CLR

5' - 5"

3' - 5"

D-A301.0

5' - 8"

B CONCRETE COLUMN, REF. STRUCTURAL, TYP.

575.50

RADIUS CL

20.4

14' - 6"

D105

16' - 1"

6' - 8"

17' - 0"

ESCALATOR # 4

72,379 SQ.FT. FIN. FLR. = 100.0'

17' - 5"

249' - 7"

13' - 9"

D125

4 D-A503.0

OPEN TO ABOVE

3 D-A312.0

PUMP/MECH RM

1 D-A403.0

FURR DOWN ABOVE TO CONCEAL ESCALATORS. 1 HR RATED GYP. ASSEMBLY REQ'D

DICKS SPORTING GOODS 1' - 5"

19 D-A502.0

A.5

566.0'

3' - 1 1/2" 5' - 3"

CONC. LEAVE OUT

18' - 0"

567.0 '

OPEN TO ABOVE 8

1' - 0 1/2"

G 2' - 9"

2' - 0"

22' - 8"

D120k 1 D-A503.0

3 V#2 # 1 ELE

ESCALATOR # 3

5' - 3"

2' - 6"

3' - 1 1/2"

2' - 10"

5' - 4"

27' - 0"

25' - 0"

1' - 2"

D-A314.0

4 D-A314.0

33.5°

6' - 11"

14' - 6"

R.O.

LA SOMBRA STREET CENTERLINE

2' - 2"

4' - 4" 11' - 6"

40' - 10"

40' - 10" 25' - 0" 4' - 4" 11' - 6" 4' - 4"

20' - 2"

2' - 0"

6 1/4"

1' - 5"

R.O.

4' - 4"

62' - 0"

ELEV

14' - 10 1/8"

5' - 4"

F.O. 3' - 0"

4' - 4"

2 D-A314.0

2 D-A403.5

A.7

570. 0'

61' - 0"

14' - 5" 8' - 8"

38' - 11"

8 1/2" 2' - 5"

2' - 6"

1' - 0"

4' - 4"

14' - 5"

2' - 2" 8 1/2"

5 D-A312.0

10' -

11' - 10"

9' - 4"

CE FA

D-A312.0

576.00

24' - 6"

27' - 0" 11' - 6"

1' - 0" 1' - 2"

CONC. LEAVE OUT

25' - 2"

2' - 0"

9' - 4" 1' - 0" 1' - 2"

D120a

2 5/8"

A.5 4

SIDEWALK-REF. TO CIVIL AND HARDSCAPE PACKAGE

13' - 4"

D-A314.0

D105h

20 D-A502.0

32' - 7 1/4"

1' - 2"

12' - 0"

25' - 6"

4' - 4"

32' - 9"

11' - 6"

1 3

8 D-A502.0

1 D-A502.0

12 D-A502.0

5' - 5"

29' - 11"

D-A403.3

D-A403.6 D-A403.4

2' - 0"

1' - 2"

STAIR # 3

D-A403.4

6 D-A313.0

ESCALATORS

D-A312.0

D.5

27' - 0"

23' - 0"

7' - 11" 6' - 0" 7' - 11"

27' - 0"

5' - 4"

1' - 6"

D-A302.0

D-A202.0 1

32' - 0" 2' - 2" 4' - 6" 4' - 6" 49' - 6"

13' - 2" 2' - 2"

SID IN LL TO WA OF

B.7

15' - 4"

1' - 4"

D-A313.0

D-A301.0

D-A200.0 4

3' - 0"

19' - 2 1/4"

D-A202.0 7

16 D-A502.0

20.4 20.3

27' - 0" 20' - 6"

8 1/2" 6' - 3 1/2"

SIDEWALK-REF. CIVIL AND HARDSCAPE PACKAGE

27' - 0"

22' - 8" 8' - 8"

2' - 2"

D-A313.0

27' - 0"

22' - 8"

5' - 4"

2' - 2"

ESCALATOR # 2

ESCALATOR # 1

D-A200.0

Enlarged Floor Plan

INDICATES PLAZA DECK FLOOR SLAB (TOPPING SLAB ON RIGID INSULATION ON WATERPROOF MEMBRANE ON STRUCTURAL SLAB). RE: SPECIFICATIONS. 4" PAINTED STRIPING @ 2'-0" O.C. AT 45 DEG. WITH 9' 0" RADIUS TYP. U.N.O. CONC. LEAVE OUT

FLOOR DRAIN WITH OVERFLOW DRAIN (F.D.) L.P.

LIGHT POLE ON STUB COLUMN

W.P.

WALL PACK

ENLARGED LEVELS KEYL1.1 - North Plan

“God is in the details.” Mies Van der Rohe

Specifying materials, their size, color, dimensions and location were key in construction. In addition to building materials, other construction logistics, like expansion joints and construction joints were necessary for building stability.

CIV 633 623 613 593 582 579 573

1. PROVIDE 1/2" DIA. GALVANIZED STEEL CABLE GUARDRAIL, MAX. 4" O AT MIN. 42" A.F.F. AT ALL LOCATIONS WITH A 30" DROP OR MORE. U.N.O.

drawings

ARCH 160.0' 150.0' 140.0' 120.0' 109.0' 106.0' 100.0'

GENERAL NOTES:

detail

PR # 19 NOTES : 1. NORTH CORE ELEVATOR MACHINE ROOM TO BE RELOCATED TO LV. 6. G.C. COORD. UTILITY RELOCATION WITH ELEV. MFG. 2. DELETE DOOR, DOOR HARDWARE AND CMU INFILL WALL FOR ELEV. MECHINE ROOM. NO LONGER REQUIRED ON LV. 1

Overall Floor Plan 9

Wall Section Detail

Detailing has allowed me to see how materials go together. 10

Wall Section

construction plan

Built

Street View - Looking South

3DS Max Rendering

B A

C C D/F

Construction 11

site aerial images showing the progress of construction 12

Neisner

Designer: Epstein and Sons International Location: San Antonio, TX SF: 9 Story mix use Status: Built Team: Poonam Patel Alex Gamble Anya Bartay Glen McGuyre

This is an Auto CAD ADT model of the entire retail/ condo tower.

The Neisner project was an existing shell building to be renovated into retail on the first floor and condos on the remaining floors. The basement levels were for parking and the upper levels for penthouses, and ammenities like the fitness center.

rendering

The first floor consists of retail space.

The second floor - eighth floor consists of condos.

This project allowed me the insight of how buildings are put together and the genral process of getting a building built. I assisted the architect in creating the above 3D image of the construction document set while also updating the CD set by picking up redlines.

plans floor

3-8

9 15

Shakespeare’s Theater Designer: Poonam Patel Instructor: Bruce Webb School: University of Houston

Shakespeare’s plays were outcast and considered rebellious when the plays first came about. Plays are an expression of the self , which during the existence of the Globe, was prohibited by the King as citizen were supposed to do what they were told. Plays were a rebellious act since

they were a reflection of self and individuality which placed the original Shakespeare’s Globe on the outskirts of the city where brothels were located to emphasize the disapproval of the theater.

R ecognition: display in University of Houston Student Suite as best project in the Graduate program and published in the University of Houston’s Collective Works vol. 2 publication. 16

view looking at oudoor theater

view looking at the NE corner of building

structure

vertical circulation Section showing spacial relationships

It is more useful in architecture to rely on method than on style.

Drama

tragedy comedy romance William Shakespeare

Shakespeare plays were full of drama from plays featuring tragedy, comedy & romance. The building begins to take on a dramatic pallet of angles compared to the adjacent buildings that are orthogonal to resemble the drama inherent in the plays.

The Original Globe in England The Globe had features that were

worth keeping in the modern theater, like the openness to the sky.

detail

solar gain

solar panels conc. column glazing stl. truss 7

WEST ELEVATION 1" = 30'-0"

NORTH ELEVATION 1" = 30'-0"

EAST ELEVATION 1" = 30'-0"

conc. deck

conc. framing

LIBRARY

INTERMISSION

LOUNGE

12PM 2PM

conc. foundation wall

wall section 12

theater 1

Above: View of SE side of building. The solar panels are on the south facade. Right: A diagram showing solar orientation 11

SKELETON

4PM

10AM

8AM

6PM

6AM 1

South- SOLAR STUDY 1" = 30'-0"

view

rendering

Above: View of Outdoor theater canopied by the sloping seating of the indoor theater. Bottom Left: Entrance of Building showing the lobby, stairs to the theater, and window beyond with a view of outdoor theater seating.

Program

H. Concessions J. Balcony K. Boutique L. Plaza M. Lobby N. Outdoor Theater (seats 312 + lawn seating) O. Building Shop and Costume Shop P. Storage

A. Roof Lounge B. Conference Rooms C. Office Rooms D. Lounge E. Roof Top Terrace F. Library G. Main Theater (seats 220)

A B C E

D F

M O

section 22

structure 23

detail plans

Building up 24

section perspective 25