Portfolio 2013 by Poonam Patel

Portfolio

of architecture projects by Poonam Patel

The Design that is implimented in the projects are minimal in nature, reveal aspects of culture, unity, modern, and most importantly, reflects a way of life. It is in Design that well thought out solutions can be provided for our everday lives in such a way so that patching fixes later, is avoided. Design is a process of bringing together solutions in a harmonious way, whether it be designing a coffee cup or an entire building. The issues are the same of material, function, aesthetics, and durability.

Poonam Jitendra Patel

patel.j.poonam@gmail.com www.poonampatel.com

Hello

2005

2009

Project: Neisner Location: San Antonio, TX Status: Built Firm: Neisner Building Team: Glenn McGuyre Alex Gamble Anya Bartay

Project: Park Lane - mix use Location: Dallas, TX | USA Status: Built Firm: Good Fulton and Ferrall Architects Team: Joe Patti Clark Key Ronald Butler George Marquez Mike Reyes Richard Jones Xavier Spencer Drew Hayes Jay Mathison

MIX USE

Professional

M.Arch

pg. 09

pg. 12

pg. 22

Contents 4

2009

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

THEATER

2010

2011

Project: Circuit - alt. fuel research center Location: Barcelona, Spain Status: un built School: University of Houston Designer: Poonam Patel

Project: Blaffer Gallery Location: Houston, TX | USA Status: un built School: University of Houston Designer: Poonam Patel

Project: Spec Office Building Prototype Location: Houston, TX | USA Status: un built School: University of Houston Designer: Poonam Patel

RESEARCH

GALLERY

OFFICE

M.Arch

pg. 32

pg. 38

pg. 48

visit poonampatel.com for older projects

2011

Project: AOL / Patch Renovation Location: New York Status: built Firm: Mancini Duffy Team: Michael Santilli Hendy Bloch Scott Harrell Sarah Bartholomew

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

Project: Seneca Buffalo Creek Casino Location: Buffalo, New York Status: Built Firm: Hnedak Bobo Group Team: Paul Bell Nathan Peak Jennifer Smith Armando Sobalvaro Chris Divine Carol Rexhouse

OFFICE

HOSPITAL

Professional

CASINO

pg. 60

pg. 62

Contents 6

2012

Professional

pg. 64

2012

Project: Four Winds Dowagiac Casino Location: Dowagiac, Michigan Status: Built Firm: Hnedak Bobo Group Team: Paul Bell Nathan Peak Jennifer Smith Mark Hinrichs Michael Ochoa

CASINO

2013

Project: Wind Creek Wetumpka Casino Location: Wetumpka, Alabama Status: Built Firm: Hnedak Bobo Group Team: Rob Lee Shawn Hobbs Thor Harland Katie Wallace Collete Rice Jessica Elevert Aron Ramage Madhavi Tanuguntala Mark Hinrichs Diedre Brady Leo Felix Laura Pfounz Alex Taylor Erie Banks Larry Pain

CASINO

Professional

pg. 68

pg. 72 visit poonampatel.com for older projects

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 general 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 11

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

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

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.

Built: yes

website: http://shopsatparklane.com/ 12

Rendering looking east between Block C and C expansion.

site

plan

Buildings I worked on Site Plan I worked on

This 33 acre site plan holds 7 large buildings and 2 bridges. 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. 16

Block Cex

Block C P. Bridge

V. Bridge

Block DF

26 24' - 8"

12' - 0"

4' - 4"

2' - 5"

4' - 4"

8' - 8"

22' - 8"

2' - 2"

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

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

8 1/2"

4' - 4"

12' - 0" 5' - 4"

27' - 0"

22' - 8"

5' - 4"

4' - 4"

12' - 0"

27' - 0"

22' - 8"

4' - 4"

27' - 0"

22' - 8"

5' - 4"

2' - 2"

27' - 0"

4' - 4"

27' - 0"

8' - 8"

2' - 2"

6' - 3 1/2"

2' - 2"

8 1/2"

2' - 2"

1' - 4"

2' - 2" 2' - 2"

D-A313.0

2' - 2" 4' - 6" 4' - 6" 49' - 6"

2' - 2"

3' - 0"

ESCALATORS D124

4 D-A502.0

20 D-A502.0

AUTOMATIC SLIDING DOORS

2 5/8"

31' - 0"

4' - 4"

9' - 4"

1' - 0" 1' - 2"

7' - 11"

6' - 0"

4 D-A314.0

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

1' - 0 1/2"

2' - 5"

6' - 11"

PUMP/MECH RM

1 D-A403.0

D125

R.O. 3' - 1 1/2" 5' - 3"

4 D-A503.0

20.4

2" EXP. JT. ABOVE

D120

2' - 0" ELEV. CLR

8' - 10 1/2"

1' - 3 1/2"

22' - 6" 5' - 5"

571.

570.

0' 572.

0' 573.

0' 574.

BOLLARD

DOCK LEVELER, PIT, REF. SPEC'S.TYP.

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

D101

40' -

CAST IN PLACE CONCRETE RETAINING WALL, REF. STRUCTURAL

1' - 9"

3 9' - 0"

9' - 0"

D-A311.0

D-A302.0

2" EXP. JT.

8 4

22' - 3"

AUDIO INSTALLATION -BELOW D120h D120f 563.39'

D 12' - 4" R.O.

563.45'

563.35'

4' - 0" 2' - 1"

D120g

4" PAINTED STRIPING TYP.

165.1°

REF. CIVIL FOR DOCK AREA DRAINAGE

104 .9°

7' - 0"

D-A311.0

D-A301.0

BOLLARDS

D-A311.0

6' - 0"

D-A202.0 202' - 7"

21' - 0" 2

148' - 2"

D-A305.0

1 LEGEND

D-A305.0

27.5

20.3 20

D-A200.0

D-A305.0

Enlarged Floor Plan

“God is in the details. 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. 18

Overall Floor Plan

DOCK DRAINS, REF. CIVIL

ONE WAY

4' - 8 3/8"

D-A311.0

STL. COL BELOW

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

45' - 4" 4" PAINTED STRIPING TYP.

D-A305.0

CONC. FILLED METAL PAN STAIR

D-A311.0

7' - 7" 17' - 10"

DOCK EQUIP. REF. TO SPECS, TYP.

6 D-A501.0

WEST SERVICE DRIVE

STONE VENEER TO WRAP ONE WAY CORNER

563.69'

E.3

2' - 0"

48' - 4"

569. 0'

1' - 11 1/4"

4' - 0"

16' - 6"

8' - 8"

575.

576.

DOUBLE VOLUME

75 .0 °

573.00

563.49' 7

D120d 7

569.0'

E.4 40' -

1' - 7"

2' - 10"

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

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

COMPACTOR, N.I.C.

3' - 10"

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

DN D120b

15.0°

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

D105g

D120c

569.0'

8' - 4"

D118

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

3' - 4"

8' - 8" 3' - 4"

576.51

1 D-A402.0

D105f

F.O. 8' - 0"

4" PAINTED STRIPING, TYP.

DOCK ACCESS DOOR 2' - 2" 13' - 0"

5' - 0"

3 D-A301.0

8' - 0 1/2"

15' -

COMPACTOR, N.I.C.

2 D-A203.0

F.O. 8' - 0"

EMER. GEN.-REF. MEP

C.8 2' - 10 3/8"

STAIR #2

C.6 D105e

3' - 1"

C.9

D117a

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

3' - 4"

D105d

D117

40' - 0"

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

ELEC RM

D118a

" 0 1/4

13' - 4"

D116 576.00

D116a

D120j

D120e

CONC. FILLED METAL PAN STAIR

ELEC. PANEL STUB COL. LOCATION -REF. MEP

CLR 575.00

FIRE RISER D115a

1 D-A312.0

5' - 8"

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" 13' - 11 1/8"

D140b D150e

REQ'D EXIT

23' - 10"

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

569.0'

DOCK ACCESS DOOR

564.0'

20' - 9"

3' - 4"

32' - 4"

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

1' - 4"

8' - 4"

ELEV. # 5

D115 1' - 0"

PROVIDE ELEVATOR PER TENANT NATIONAL ACCOUNT VENDOR

CLR

CONDENSER/PUMP RM

D105c

7' - 10"

13' - 0"

D105b

6' - 1"

5' - 8"

576.00

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

CLR

6 3/4"

565.0 '

6' - 8" RAMP UP

6' - 4" M.O.

REQ'D EXIT/RECEIVING DOOR

8' - 8"

EDGE OF DECK ABOVE PROVIDE ELEVATOR PER TENANT NATIONAL ACCOUNT VENDOR

568.0'

3' - 5"

+/- 21' - 0"

5' - 8"

24' - 10"

5' - 5"

575.50

RAMP UP

40' - 0"

17' - 5"

249' - 7"

16' - 1"

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

3' - 4" M.O.

PROVIDE ESCALATORS PER TENANT NATIONAL ACCOUNT VENDOR TYP.

6' - 6"

D105

2 D-A301.0

CIRCUIT CITY

R.O.

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

D-A312.0

ESCALATOR # 4

13' - 9"

CONCRETE COLUMN, REF. STRUCTURAL, TYP.

OPEN TO ABOVE

DICKS SPORTING GOODS 1' - 5"

19 D-A502.0

RADIUS CL

566.0'

CONC. LEAVE OUT

18' - 0"

6' - 8"

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

5' - 3"

3' - 1 1/2"

OPEN TO ABOVE 8

R.O.

LA SOMBRA STREET CENTERLINE

2' - 6"

5' - 4"

D-A301.0

A.5

14' - 6"

4' - 4" 11' - 6" 4' - 4"

20' - 2"

2 D-A403.5

33.5°

4' - 4"

2' - 2"

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

2' - 10"

4' - 4"

62' - 0"

9' - 4"

2' - 0"

D120k

3 V#2 # 1 ELE

ESCALATOR # 3

F.O. 3' - 0"

4' - 4"

6 D-A314.0

1 D-A503.0

15' - 4"

15' - 2"

1' - 5"

10' -

11' - 10"

5 D-A314.0

17' - 0"

576.00

24' - 6"

14 27' - 0"

11' - 6"

6 1/4"

14' - 6"

3' - 4"

25' - 2"

2' - 0"

A.7

5' - 4"

SIDEWALK-REF. TO CIVIL AND HARDSCAPE PACKAGE

13' - 4"

1' - 0" 1' - 2"

3 D-A314.0

A.7

2' - 6"

1' - 0"

4' - 4"

32' - 9"

1' - 2"

567.0 '

5 D-A312.0

5' - 5"

2' - 9"

22' - 8"

11' - 6"

1' - 0 1/2"

R.O.

29' - 11"

1' - 2"

2' - 0"

D-A314.0

F.D. D-A403.6

14' - 10 1/8"

14' - 5"

61' - 0"

8 1/2" 2' - 5"

8' - 8"

38' - 11"

D-A312.0

2' - 2" 8 1/2"

14' - 5"

CONC. LEAVE OUT

25' - 0"

D-A403.6

A.5 4

40' - 10"

D-A403.6

ELEV

32' - 7 1/4"

1' - 2"

12' - 0"

25' - 6"

9' - 4"

1' - 0" 1' - 2"

1' - 2"

2' - 0"

1 3

8 D-A502.0

1 D-A502.0

12 D-A502.0

D-A312.0

D.5

9' - 4"

CE 9" FA 'E SID IN LL TO WA OF

11' - 6"

2' - 0"

D120a

B.7

D-A202.0 1

11' - 6"

27' - 0"

D-A314.0

D-A403.3

D-A403.6 D-A403.4

5' - 7"

2' - 0"

27' - 0"

10 STAIR # 3

D105h

D-A312.0

D-A301.0

D-A200.0 4

23' - 0"

1' - 6" 1

5' - 4"

27' - 0"

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

D-A403.4

6 D-A313.0

27' - 0"

D-A302.0 4 D-A313.0

19' - 2 1/4"

D-A202.0 7

32' - 0"

1 SIDEWALK-REF. CIVIL AND HARDSCAPE PACKAGE

1 D-A313.0

16 D-A502.0

13' - 2"

20' - 6"

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

20.4 20.3 15' - 4"

ESCALATOR # 2

4' - 4"

27' - 0"

ESCALATOR # 1

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

29' - 0"

drawings

D-A201.0

27 18' - 0"

detail

D-A202.0

28 27' - 4 5/8"

IN SL IN ME RE 4" AT

Wall Section Detail

Detailing has allowed me to see how materials go together.

Wall Section 19

construction plan

Built

3DS Max Rendering 20

Construction

site aerial images showing the progress of construction 21

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

Recognition: Displayed at University of Houston Student Suite representing the best project in the Graduate program across three programs over a time span of 3 years. This project is also published in the University of Houston’s Collective Works vol. 2 publication.

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.

Left: iew looking at oudoor theater Right: view looking at the NE corner of building

BLVD.

T. n C.

S 02°35'55" E

TOWN AND COUNTRY WAY

RAMP UP TO 2ND PARKI NG LEVEL

COMPACT SPACE

EXIT FROM GARAGE

GENER ATOR

ENTRY TO GARAGE

COMPACT SPACE

FUTURE DEVELOPMENT

RAMP DOWN TO GROUND LEVEL

FUTURE RESIDENTIAL

ROSASTONE TRAIL

S 02°33'31" E

EXISTING GARAGE

415.14'

plan

S 02°51'31" E 129.98'

SB C

site

I- 10

NORSTONE DRIVE COMPACT SPACE

L ANDS C APE ARE A

23'-6"

L ANDS C APE ARE A

wh t

71 '- 0 " 2' -9 " 15 '- 0 " typ.

15 '- 0 " typ.

15 '- 0 "

7'-5"

15 '- 0 "

6'-2"

7' -6 "

wh t

blk

31 ' -8 7/ 8 "

blk 9"

wh t

blk

591.25'

UNRE ST R I C T E D R ES E RV E " A"

CITYCENTRE, SEC. 1 F . C. NO . 6 0 0 1 8 4 , H. C. M . R.

280.96'

18 1 =1 HC 4.0 Sp ' ac

FUTURE RESIDENTIAL/ RETAIL

Spa 9.0' ces =99 @ .0'

61'-1"

N 87°22'37" E

342.11' 199.97'

RETAIL

EXISTING GARAGE

W AT E R M E T E R E AS E M E NT 1 5 'X 25 '

1 0 ' E L E CT R I C A L EA S E M E N T

S 87°20'29" W QUEENSBURY LANE

SW aerial

RAMP UP TO 2ND PARKING LEVEL

S 02°37'23" E

1 '-6 3 /8 "

1099.23'

NE aerial

SE aerial

TOWN AND COUNTRY BLVD

S 87°20'53" W

FUTURE RETAIL RESIDENTIAL\

N 02°36'53" W

138.00'

41' -2"

The site is located in NW Houston in a mix use complex, called City Center. The area has offices, hotel, mix use, retail, restaurants, residential, movie theater but no theatrical entertainment.

NW aerial

34 '- 9 "

24'-0"

BELTWAY

76 '- 8 "

N 87°23'07" E

Sketches: Above: Structural Condition Left: Section showing spacial relationships. Below: Vertical circulation

Tactic Used: â&#x20AC;&#x153;It is more useful in architecture to rely on method than on style.â&#x20AC;? -Sullivan

William Shakespeare

Drama tragedy comedy and romance

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 conc. deck

conc. framing

12PM 2PM

conc. foundation wall

wall section 26

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

4PM

6PM

10AM

8AM

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 28

structure 29

detail plans

Building up 30

section perspective 31

circuit Designer: Poonam Patel Instructor: Dietmar Froehlich School: University of Houston

The purpose of this building is to provide a place where major oil companies can do research to find alternative ways to fuel cars. 32

The circuit is a project located in Barcelona Spain and functions as a Research facility for alternative gas with the added functions of an alternative fueling station, a car dealership where you can buy electric cars and a lounge to have fun while your car is recharging. The project takes on the shape of the plot with an added central plaza, just like all of the other plots in Barcelona, and then one corner of the shape is lifted up to reveal the plaza, since plazas are an important cultural element of the city-scape. 33

detail plan

Shape Diagram The form derives from lifting an edge of a regular block in Barcelona to expose the central plaza. The Plaza is the heart of the bilding in Barcelona.

In Section X you will see that the building is â&#x20AC;&#x153;Lâ&#x20AC;? shaped.

By doing this the void at the center is re emphasized in elevation

All of the above ideas are then applied to the triangular shaped site given since it is not a typical square lot.

3 core ideas

Building up 34

1. expose plaza 2. a doughnut shaped building results as plazas are placed at the center of a building. An edge of this building has been lifted to expose the plaza. 3. A sense of culture is acknowledge by preserving the program of a park on the site, which is typical for triangular plots in Barcelona and by keeping a doughnut shaped building to maintain a visual continuity in aerial view.

Site

city grid Barcelona cityâ&#x20AC;&#x2122;s cartesian grid occasionally gets bisected with a diagonal street creating triangular plots of land which are by default turned into parks. The plaza is an important part of culture and serves as a place to gather. Consequently each building has a plaza at the center of a building resulting in doughnut shaped buildings.

S Elevation re - think re - vamp re - use re - duce re - cycle 35

Section Perspective

NE Elevation

SE View

N View

E View

Dollhouse view

Sustainability

Program Above: South elevation cracked in half to show the insides Far Left: Sustainable building elements that also reflect the purpose of the building; which is to create alternative fuel. Left: Spacial Organization

1. 2. 3. 4.

Solar Panels Green Roof Recycled Panels 13 existing trees to remain

A. B. C. D. E. F. G.

Lab Tower I Lab Tower II Lounge Electric Car Rental Electric Car Sales Electric Car Refueling station Plaza

The Plaza is a cultural element present in all buildings in Barcelona 37

Blaffer Gallery Designer: Poonam Patel Instructor: Tom Colbert School: University of Houston

Located in Houston’s UH campus, the design of the Blaffer Gallery connects the three adjacent art buildings (music, art and theater) through the alignment of its exterior walls and celebrated axial relationships. In this way the Gallery sews the UH’s art district together creating a sense of identity and presence with the campus. The design includes a special gallery where the work of guests and students from all of these programs is displayed making this gallery the center of the so called “art’s district” within the campus. The building is to serve as a sculpture, suggesting the contents inside and marking its location on the UH campus. The roof suggest habitable space underneath, with an opening to allow light down the atrium. The atrium is made completely out of glass to highlight the path between the music and arts building and to gesture an open and visible relationship with the neighboring buildings. While the atrium highlights a path between

the music and arts building, the gallery on the first floor will have more natural sunlight than the other galleries to serve as a “peep” show and extend an inviting gesture. The overall shape of the building is a result of visual and circulation connections to the adjacent buildings. The site qualities were implemented, which informed where the spaces were located. An example would be the cafe being placed in the direction of the summer breeze to help keep it cool when sitting outside. As these pieces fell into place, the building slowly started coming together. Once the program was established then materials were introduced first based on what needed to be transparent vs. opaque. The atrium area needed to be made of glass to maintain a visual connectivity to the other buildings, but some of the galleries required art pieces to not be exposed by light, making those walls opaque.

LEED Diagram

Structural Diagram

Service Diagram

HVAC Diagram 40

3 core ideas

Parti Diagram

1. Circulation- The Site is located at the center of the music building, theater building and arts building placing the site in the position to become a hub or central gathering space for the adjacent buildings 2. Purpose - The building functions to display the work and performances from the talent produced from the adjacent buildings so the visual and circulatory paths are critical to maintain, thus the glass atrium. 3. Programmatic and Site elements begin to further refine the shape.

program

260' - 0"

Arts Building

Music Building

A. Auditorium B. Concessions C. Storage and Archive D. Restrooms E. Gallery F. Outdoor Theater G. Entry H. Atrium I. Patio J. Cafe K. Gift/ Book Store L. Loading Dock M. Info Desk N. Fire Stair O. Workshop P. lassroom R. Administration Office S. Roof Top Terrace T. Break Room U. Sculpture Garden

E N slope

10' - 7 3/4"

h Nort

246' - 11"

Theater Building

S C

B to en Op

low Be

R U

Lower Level

Level 1

Level 1.5

Level 2-4

Level 5

Roof 41

There are lights in the floor shinning up at the ceiling of the building. The design reveals what is on the inside in an attempt to symbolize what art is all about- an expression of what is on the inside. The design accomplishes this by exposing the mechanical ductwork, electrical conduit, pipes and structure and then placing a spot light on it.

Exterior view of Entry into the Atrium

Section through main atrium

Basswood and Museum board model of atrium. 42

The guts: HVAC, Structure, Plumbing and Electric pipes, ducts etc are all painted a bright fluorescent color in this area to make a statement, similar to the Pompedou. Yet the soffit extends down so that it will not distract users from the art pieces.

1. The original Design was for the building to appear as an art piece to reflect the primary function of the building on the inside, which is to house art. 2. Same concept with the roof toned down and a few options for the roof.

3. The professors were conservative and pushed for a flat roof. The flat roof went away in the remixed version of this design because it made sense from a contextual, site and cultural standpoint to keep the flamboyant roof for this particular project.

4. sketch model of how the atrium space would look like 5. Section model of the atrium space working out the structural and HVAC details 6. Final Section Model of Atrium with materials and systems worked out.

site model

Blaffer Remixed

Blaffer Remixed 44

W. Elevation

Walking towards Entry 46

South aerial

Section Perspective

North Elevation

Wiew towards NE from outdoor theater 47

Spec Office Prototype Designer: Poonam Patel Instructor: Ronnie Self

Th Pr esi oje s ct

School: University of Houston

This Thesis project aims to create a new prototype for office space that provides cleaner air to breathe and natural sunlight to employees while also contributing to the city scape on a larger scale by making room for pedestrian friendly walkways walkways.. This thesis will explore methods of improving existing norms to suite the healthy work environment variable in the big picture of Speculative Office Space and establish a series of criteria that can be used to create a prototype built on the foundation of successful sustainable projects build by GSA and Hines. 3. Ignoring the possibility of a lively Speculative Office Space has street when building office buildbecome a part of the everyday mundane qualities of life and has ings. become marginalized. Since the Dawn of the Industrial Revolution, The thesis proposal takes a few much has happened to give rea- remedies from a menu to illustrate son to change the way we look at how easily healthier working environments can be accomplished Speculative Office Space. A few of these reasons are the pil- while also creating a more produclars of the thesis project including: tive atmosphere. The three areas 1. The emergence of building sick- of improvement are targeted toness as a result of Volatile Organic wards cleaner air, natural sunlight Compounds, toxins released from to all and a social responsibility to printers and other chemicals rethe urban landscape. leased from building materials. 2. Lack of natural sunlight to employees as a result an efficiency ratio.

View looking at the main facade of retail, restaurant and Office Lobby at the lower level; and southern solar panels/ louvers covering the south face of the office tower.

ideas 1 pedestrian friendly walkways peeling back the site to make room for safe walkways Urban Landscape: collectively each building should contribute to the beautification of a city. Although cities are intimidating from afar as magnificent structures, at the street level it is quite the opposite. Pedestrian walkways need to be implemented to allow people a safer and nicer place to walk in the city to add a lively feeling. Pedestrian Friendly easments have been deciphered that are along the routs that connect major city parks. If a building happens to be along the new easement, than the building is required to place potted plants, bollards, benches and garden walls. If the plot is empty, the entire easement is required to be used in favor of the pedestrian walkways. 50

site pedestrian right of way easement that connect major parks

sunlight for all rotating the upper half of the building allows for the best light quality natural sunlight: have floor to ceiling glass walls, incorporate Europe’s 25 foot rule where every employee must sit within 25 feet of a window, building orientation, bank on north and south lighting, clerestory, skylights, outdoor break areas.

clean air for all

10 effective plants that clean air

the framing members have a nook for plants to nest and an irrigation system. cleaner air: using materials that do not emit toxins or VOC’s, bringing plants indoors to clean, increase HVAC systems to pump outside air in, add HEPA filters and placing UV lighting that kills mold in air ducts. NASA conducted a study proving the above 10 plants the most effective towards removing toxins. VOC’s and carcinogens from the air. 51

Di Gr scov ee er y n

Site

downtown

Houston

Site Section Downtown

59 and 45

Evolution of Office Building Hines hosts first Modern Building Prototype conference

from a health perspective

1906

1975

1984

1993

1997 1998

Hines hosts third Modern Building Prototype

2000

2007 New York Times Building

World Health Organization formed and coined “sick Building syndrom”

Sears, Roebuck and Co Tallest Office Building

The only factor considered during the construction of Office Building is efficiency. With recent trends in LEED certified buildings, there has been some improvement; but employees have never been a part of BIG picture when it comes to work space.

Re Visions: “Forwarding Dallas”

History of Office Building Improvements

2008

2009

2010

2011

Botanical Bldg by MASS studies AIA 2030 challenge

U.S. Green Building Council (USGBC), Hines hosts second Modern Building Prototype

Willis Faber and Dumas

Colorado Living Streets Initiative Thesis Proposal: Spec Office Prototy four

Image of current Site looking west The site is located in Downtown Houston, TX on the north edge of 59 and a few block from I 45. The location is perfect for Office buildings, being in downtown, and a great place for a protptype since it is visible from both interstates.

Diagrams ga

oxygen garden

rde

all

green roof

all nw

rde

gre

roo

solar panels

all

parti

vertical circulation

HVAC

sustainability

egress 53

detail plans

A Pedestrian easement B oxygen garden C plaza D grand stair E lobby F retail

Basement

The Office Building has 636,000 SF of retail, restaurant, and office space. The first 3 floors are public and abide by the city grid. The above 5 floors are office space and separate from the city grid to conform to the solar grid for maximum utilization of North and South Light.

site plan

Street Level / 2

G restaurant

Level 3 single tenant scenario

scenarios

multi - tenant scenario 54

Level 4-8

Roof

site plan

B 2

A 1

North

detail

Section

Traditionally Office spaces have evolved in great strides since commerce separated from the church and government. Mercantilism has come a long way in terms of efficiency, but has failed when it comes to the physical working conditions. EPA.gov has evidence that the working conditions in buildings could use improvement and “Sick Building Syndrome” is the cause for many health issues worth improving on since many spend a third or more of their day in these conditions.

Fire rated curtain wall

Solar Panels removed for views

Concrete Round Column Beyond

Concrete Haunch and Planter Steel Framing HVAC, in direct blowing direction of plants

Solar Panels

Indoor Plants/ air cleaning agents Irrigation System Trough for excess water Electrical and Plumbing

Facts: 1. Place windows so that sunlight reaches into the building 25 feet which is also the zone where employees sit. 2. Install one plant per 100 square feet so that every employee can have access to clean air 3. Install solar panels except between 5’ - 6’ to provide views outside towards downtown.

View to Entry

detail

section perspective

B C A

A Pedestrian easement B oxygen garden C plaza

D grand stair E lobby F retail G restaurant

J H

E D

F G 59

AOL / Patch Renovation Firm: Mancini Duffy Team: Michael Santilli Hendy Bloch Scott Harrell Sarah Bartholomew

Patch Sign at Elevator Lobby 60

My involvement on this project consisted of creating the drawings required to create the space of Patchâ&#x20AC;&#x2122;s new office. The drawings were simple and consisted of a demolition plan, construction plan, power and data plan, elevations and a few details.

1 DN

FH UP

2 2

9'-6"

STOP AT STRUCT WALL

END AT CORE

5 1

A-101

6 FHC

DN UP

9 6'-0"

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.

Seneca Buffalo Creek Casino Firm: Mancini Duffy Designers: Michael Santilli, Hendy Bloch, Project Manager: Scott Harrell FF&E: Sarah Bartholomew Interiors Technical: Poonam Patel

My Involvement on this project was assisting the team to complete the Design Development deadline for both Architecture and Interiors.

Front Entry

Perspective at the Grill

Perspective at the Bar 66

On this project, I modeled major elements of the building including the intricate ceiling, coves for lighting, and other ceiling accents like the slanted wooden feature at the center bar. I also modeled and created views for the Grill area, Bar, Restrooms and VIP area in tandum with other designers and documentation team members. We abided by code, added dimentions and finish information as it became available from the designers to assist in bringing clarity to the design intent. 67

Four Winds Dowagiac Casino Firm: Mancini Duffy Designers: Michael Santilli, Hendy Bloch, Project Manager: Scott Harrell FF&E: Sarah Bartholomew Interiors Technical: Poonam Patel Year: 2012

My involvement on this project required the completion of documents from Design Development to Construction Documents for the Architectural Shell and Core package. At this phase, I was mostly involved with wall sections, plan details and enlarged section details working under the direct supervision of a licensed architect. I gained experience in getting know how to put a building together.

d Tra

itio

l na

a et

d uil

ing

A challenging aspect of this project was that this building used two different structural systems: one was traditional W shapes that needed to match up with second; which was a pre fabricated metal building. The coordination of these 2 structural engineers, MEP and the design intent was required.

ing

135' - 5 3/4" A

70' - 11 1/2"

11' - 0"

D.2

E.7

62' - 7 1/2"

12' - 0 1/8"

G.9

Legend

20' - 0"

E1 A-5000

57B

GFI

30B

30C

6' - 0"

Dock Leveler

GFI

24x 36 TIER

( P 1 5 .0 0 0 . 0 .0 1 2 0 1 ln i )ln i

24x 48 TIER

2130

GFI

2130

7' - 5"

18x4 LIQUOR ROOM 3 TIER8 W/LIQUOR RANKS AND PUMPS

18x4 4 TIER8

32 Dry Store

31 Beer Cooler

30A

GFI

24 IT Server Room

26 Surveillance

A-5103

8' - 0 1/2"

6 Exit

AI-3111

L1 A-4 100

5' - 9 3/8"

GFI

7 Women

5 Sales

10 10.2 2

5/8" G G G G G

24x4 TIER

GFI

20A 21

10 Men

A13

1/4"

A-5105

21 EDR

11 Coats

EDR COUNTER

3'-0"

8T UPI IDLER

6 FR

15 FRAMES

5.5

12D L15 A-5108

16A

Porte Cochere 1

Edge of Barrel Vault Above

12E

5.5S

8' - 7 1/4"

17' - 9" 26' - 6"

GFI

4' - 8 7/8"

14.2

J.2

24' - 10"

44 Gaming Comm.

A-5105

GFI

11' - 7 1/4" 14' - 6 1/2"

GFI

10' - 7 1/4"

10' - 6" 20' - 0"

49 Office

GFI

1' - 2 3/4"

10' - 3 5/8" 20' - 0"

15' - 8 7/8" 20' - 0"

GFI

3' - 7" A1

1. Enlarged Hearth 2. Enlarged Porte Cochere

5.5P

14 Non Smoking 4' - 8"

A-5102

GFI

20' - 0"

90.0 0°

3 3/8"

48 Office

1' - 2 1/2"

47 Office

46 Office

38' - 0"

5.5N

4' - 5 1/2"

1/8" = 1'-0"

NOTE 1: Wire Cage to Extend to Ceiling. Door Shall be 4'-0" x 7'-0". Provide Necessary Hardware to Allow Padlock Security.

J.7

GFI

8.1

5.5AA

Floor Plan

11' - 8 1/2"

A-5102

5.5M 5.5T

1' - 3 1/2" 53 Storage

4.50°

8 1/8" 8' - 6"

45 General Office

5.5L

50B

GFI

22B

52 Front Cage

51 Back Cage

38' - 0"

GFI

50 Man Trap

A-5103

1' - 3 1/2"

55 54 Office

13 Hearth Room

GFI

50A

55 Bank

GFI

17 Count Room

GFI

15' - 6"

4.50°

NOTE 1

A-5107

4.50°

14' - 11 3/8"

5.5

16B

Edge of Porte Cochere Roof Above Edge of Conc. Pad Ref. A - 3150 For Paving Plan

12 Entry Vestibule

16 Man Trap

40 Uniform Issue

42' - 9"

1 1 Casino

4' - 6 5/8"

C L

64' - 7"

12FR 8T DR END

58 Tech Shop/Card & Dice

12F

34' - 9 3/8"

26' - 6"

11' - 0 1/2"

5.5R

GFI

5.5Q

11A GFI

PASS THRU WINDOW

13' - 4 3/8"

12' - 10"

DUTCH DOOR

4.50°

WAREWASHING

GFI

18x54 4 TIER

22 BOH Corridor

5.5K 38' - 0"

9 Jan

SELF-SERVE BEVERAGE

GFI

18x54 4 TIER

25' - 7 1/4"

3' - 9" 11 1/2"

9' - 3 5/8"

GFI

26' - 6"

20 Kitchen

x3 30 TIE 4

20' - 0"

E1 E2

POT WASHING

37 Pre-Shift

5.5J 8

PREP AREA

36 EVS

COOK LINE

1A Bar

PASS THRU WINDOW COOLER 35 °

GFI GFI

19 Cashier

Fence - Coordinate Limits w/ Civil

8 Family

ORDER COUNTER

MOP CLOSET FREEZER 0°

14' - 2

24x 36 TIER

18x3 6 TIER

20B

35 Security 4

28' - 0"

1' - 4" F10

MOBILE REFRIGERATORS

8' - 8 3/8"

22A

14x42 4 TIER

19' - 3 1/4"

K15 A-5103

18x60 4 TIER

Owner Furnished Aluminum Frame Enclosure

5' - 9 1/2"

34D

GFI

26' - 6"

34B

15' - 5"

8' - 1 1/4"

34C

L14

A15

18x60 4 TIER

6' - 6"

34A

CABINETS

7/8" 5' - 10 1/2"

R R

ICE

WORK TABLE W/SINK AND HAND SINK

2A MOBILE HOT Service HOLDING

14x42 4 TIER

23 IT 26 R R

22A Ice

6' - 6"

4' - 4 1/2"

6' - 1 3/4"

REFER

14x2 4 TIER

28 Facilities

4 China & Silver Store

4 2E

43' - 8 3/4"

FE1

20' - 6"

15' - 8 3/8"

GFI

15' - 6"

2 1/2"

15' - 6 3/4"

26' - 6"

10' - 6"

33 Mechanical

185' - 2"

2 Event / Multi Purpose 9' - 2 1/2"

2' - 7 3/8

42 TIER

GFI

29 Liquor

4' - 5 5/8"

18x

42 TIER

13' - 9 5/8"

18x 3

8' - 9"

4' - 7 1/4"

56 Fire pump

42 TIER

4' - 8 3/4"

1' - 3 1/4"

18x

POINT OF PUMP

2' - 10 3/8"

BEER COOLER 32

3 Chair & Table Store

2130

GLYCOL CHILLER

57A

2130

24x6 5 TIER0

30A Recycle

57 Electrical

26' - 0"

( P 1 5 .0 0 0 . 0 .0 1 2 0 1 in l )ln i

A-5104 FD

AIR

Clear Internal Frame to Frame

GFI

4' - 2"

5' - 9 1/2"

GFI

16' - 1 5/8"

1/2"

Truck Bay

3' - 6"

1 Hour Fire Barrier per IBC Section 706 Exit Lighting Fire Extinguisher Travel Distance (TBD)

Compactor

7' - 8"

GFI

Compactor

Fence - Coordinate Limits w/ Civil

30E

20' - 6"

0.9

1:12 Max Slope

4' - 7 1/8"

GFI

20' - 0"

19' - 0 1/2"

GFI

A1 A-4 100

21' - 6"

1 8.1

A13

14.2 14

A-5101

5.5

A7 A-4100

A-5101

K10 A-4100

Porte Cochere Hidden For Clarity Ref. A - 5108 Standing Seam Metal Roof MTC -2 Standing Seam Metal Roof MTC -1

J9 A-5101

F12 A-5108

3/4"

6' - 6 1/4"

G1 J4

A-5101

6' - 5 3/4"

13' - 6 1/4"

7' - 0 1/4"

EIFS Cornice w/ Mtl. Coping EIFS - 4 EIFS - 5 EIFS - 2 1 1/2" EIFS / EFIS - 1

1 1/2" EIFS

Standing Seam Mtl. Roof Type -2

Vertical Control Joint EFIS - 1 EIFS - 4 1 1/2" EIFS / EFIS - 3

EQ2' - 8"EQ

EQ EQ

8'-3 7/8"

F1 A-4100

Fiber Cement Siding / EXT - PNT - 1 1 1/2" EIFS / EFIS - 2 Fiber Cement Trim / EXT - PNT - 1

1' - 6"

Cast Stone 1 1/2" EIFS / EFIS - 4

8' - 6"

2' - 8"

8' - 6"

TE - 04

East Elevation

WST - 1

EXT - PNT - 3

8' - 9 3/4"

Parge Coat / EXT - PNT - 5

TE - 05

1/8" = 1'-0"

EIFS Cornice / EFIS -4 EFIS - 5 A

D.2

A-5102

G.9

J.2

5.5AA J.5

J.7

5.5L

5.5M

Precast Concrete Chimney Capping

Top of Chimney Stone 32'-9"

EFIS - 2

Vertical Control Joint 1 1/2" EIFS EFIS - 3

A11 A-5104

Roof Beyond

Exposed Porte Cochere Structure Top of Parapet 26'-6"

1' - 10" 6" 3' - 4" 3' - 6"

Standing Seam Mtl. Roof Type -1

Metal Panel By Metal Bldg. Mnfr

6 1/2"

1 1/2" EIFS / EFIS - 1

6 1/2"

EXT - PNT - 2A ( Over STC ) EQ EQ

Align

EXT - PNT - 3A

South Elevation

LUM-001 Exterior Sconce Faux Wood Columns

Fiber Cement Siding EXT - PNT - 3

2 Floor Level 0"

Manufactured Stone Veneer

GFI 1' - 6" TYP

EIFS Cap EIFS BAND EIFS - 4 GFI Centered on Col Grid U.N.O.

1 1/2" EIFS / EFIS - 4 1 1/2" EIFS Infill / EFIS -2

LUM-002 Exterior Pendant

3' - 2"

A1 A-4100

Clear

Align

Top of E6 Fixtures Typ. U.N.O.

14' - 6"

9' - 0"

A-6100 10'-0"

1/8" = 1'-0"

8.1

A-5103

A11

A15

A-5000

A-5103

1' - 9"

A-5103

3' - 8 3/8"

2' - 11 3/8"

8' - 2"

Slope

1/2" / 12"

Slope

1/2" / 12"

Top of Parapet 26'-6" Standing Seam Metal Roof Heat Traced Metal Gutter (by Metal Building Manufacturer) Metal Panel (by Metal Building Manufacturer)

17'-0"

Exhaust Fans Mounted at 17' 0" E6 10'-0"

A-6100

5' - 4"

Wall Packs Mounted at 10' 0" and Centered on Door U.N.O.

Heat Traced Downspout @ Col Grids Typ (by Metal Building Manufacturer)

7' - 0" EQ

Unit Gas Heaters (3); Coord. w/ Mechanical & Metal Building Manufacturer Mtl. Canopy (by Metal Building Manufacturer)

Heat Traced Downspout at Column Grid (by Metal Building Manufacturer)

West Elevation

GFI 1' - 6" TYP

Floor Level 0"

K15

2' - 0" Metal Panel Recessed

Aluminum Framed Window

A-5103

1/8" = 1'-0" 5.5M

5.5L

J.7

J.5

5.5AA

J.2

G.9

Chimney Structure Beyond

EIFS Cornice 1 1/2" EIFS

L1 A-4100

E.7

D1 A-5101

D.2

A-5104

1 1/2" EIFS

Metal Panel By Metal Bldg. Mnfr EQ

Exposed Porte Cochere Structure

EQ 10'-0" 15'-3 3/8"

Wall Packs Mounted at 10' 0" and Centered on Door U.N.O.

J8 A-5107 EQ 5' - 4"

LUM-001 Exterior Sconce Faux Wood Columns

EQ EQ

T.O. Truss Porte Cochere 16'-10"

EQ EQ

LUM-002 Exterior Pendant

A-6100

9' - 0" Manufactured Stone Veneer

Manufactured Stone Veneer

North Elevation

A-1100

1/8" = 1'-0"

EIFS Infill 1 1/2" EIFS

GFI Centered on Col Grid TYP U.N.O. Card Rader

1' - 6" TYP

Fiber Cement Siding / EXT - PNT -3

1' - 6" TYP

Floor Level 0"

Dock Seals Overhead Coiling Door Assembly Dock Leveler

13' - 1 7/8

G.9

J1 A-6101

A14

J.2

A-5000

5.5AA

7 Women

J.7

Flue Cap Assembly w/ Motorized Damper

Cast Stone Cap

Walk Off Matt

12E

12C

L1 A-5106

Manufactured Stone Veneer

1 1/8"

13 6

Metal Flashing

Cast Stone Piers

1' - 8"

E4 A-6101

10' - 8 5/8"

11 1/2"

1' - 6 1/2"

8' - 6 1/2"

6" CFMF Stl. Beam & Framing Ref. Struct

1' - 5 1/2"

N13 A-5106

E5 A-5106

2' - 6 1/2"

Chimney Flue Metal Building (by Metal Building Manufacturer) L14 A-6101

Q16 A-5106

1' - 1 5/8"

1' - 1 1/8"

11 7/8" 9 5/8"

4' - 11 1/8"

14 14.2

2 5/8"

1' - 8"

10' - 5 1/4"

29'-2"

5' - 8"

8' - 9"

26' - 6"

Signage Ref. Signage Package Signage Support Ref. Struct

30'-6"

Vent

Gas Fire Pit w/ Stone Base

5' - 3 7/8"

A-5106

Manufactured Stone Veneer

4 1/2" A-5101

1/2" Slope

Cast Stone Cap

1' - 8"

A13

1/2" Slope

2' - 7 7/8"

G01

A14 A-5000

11 7/8"

7 2"

1' - 3 1/2"

11' - 8 1/2"

1. Hearth A1 A-5106

These excerpts are details of the chimmney within the casino.

N16 A-5106 N11 A-5106

12'-3 1/2"

T.O.S.

ALIGN 6"

1' - 5 1/2"

A8 A-5106

6 G.9

J.5

Manufactured Stone Veneer

J.2

J.2 Weather Barrier Weather Barrier A14

Slope

6" CFMF

CL 2' - 0"

Steel Tube

3/4" Plywood

Steel Angle

A-5000

Cast Stone Cap

Joint Filler and Sealant

Steel Tube Vapor Retarder

3' - 2"

6" CFMF

Vent

12'-0"

Steel Framing Beyond

Formed Metal Flashing Full Bed Sealant and Mechanical Fastening to Concrete. E1

Joint Filler and Sealant

T.O.S.

Cast Stone Pilaster

Tapered Insulation

6" CFMF Track

Weather Barrier

30'-6" 12'-3 1/2"

Wood Blocking 5"

Stl. Tube Ref. Struct

Q16

Section Detail - Chimney @ Stl. Tube

A-5101

1 1/2" = 1'-0"

Vapor Retarder

Weather Barrier

Steel Angle

5/8" Gyp Bd

A-5106

Batt Insulation

Steel Tube

Stl. Angle

Cast Stone Cap

3/4" Plywood Weather Barrier Steel Angle Metal Flash

Steel Beam

Vapor Retarder

Slop e

Formed Metal Cricket

25'-9" T.O.S.

Manufactured Stone Veneer

Flue

Mtl. Deck

Reglet with Sealant

Metal Runner Channel

Vapor Retarder

3/4" Plywood

5/8" Gyp Bd

Drip Edge Stl. Beam - Ref. Struct

N11

Detail - Chimney @ Framing

N13

Section Detail - Chimney Vent

N16

Section Detail - Chimney @ Flue

A-5101

1 1/2" = 1'-0"

A-5101

1 1/2" = 1'-0"

A-5101

1 1/2" = 1'-0"

Steel Tube

Weather Barrier 3/4" Plywood

3/4" Plywood

Centerline of CFMF & Tube Ref Struct.

Section Detail - Chimney @ Cast Stone Cap

A-5101

1 1/2" = 1'-0"

A-5106

G.9 H J.2

10" 8' - 11 3/8"

Metal Runner Channel Steel Angle

13 1 1/8"

11 5/8"

14'-9 3/4"

Vents

26'-8"

Steel Beam

26'-6"

2 1/2" CFMF

Joint Filler and Sealant 3/4" Plywood

Formed Metal Flashing 5' - 2 5/8"

29'-2"

6" CFMF

Weather Barrier

8' - 11 1/4"

10' - 8 1/2"

Sim

Vent Beyond

Steel Tube

Metal Drip Flashing

6" CFMF

Tapered Rigid Insulation

Metal Building Coping To Remain Metal Building Parapet Panel

12'-6" 12'-3 1/2"

1' - 5 5/8"

10"

21' - 1 7/8"

L1 A-5106

3/4" Plywood Weather Barrier Steel Angle

Weeps@32" O.C. Max.

A13

10' - 5 3/8"

A-5106

1 1/2" = 1'-0"

Manufactured Stone Veneer

A-5101

Section Detail - Chimney @ Vestibule

J.2

3/4" Plywood

A-5101

30'-6"

G.9

1' - 9 5/8"

A13

1' - 0 5/8"

5.5AA 9' - 7 1/4"

1 1/8"

14.2

J.5 1' - 3 1/2"

Wood Ceiling Joint Filler and Sealant

Steel Beam Steel Decking

Steel Tube

E15 A-5000

14.2 A14 A-5000

E3 AI-5001 E8 A-5106 12'-6"

Enlarged Plan - Chimney Cap

Detail - Chimney @ Mtl. Bldg Parapet

Detail - Chimney @ South Vent

A-4100

1/4" = 1'-0"

A-5101

1 1/2" = 1'-0"

A-5000

1 1/2" = 1'-0"

G.9

L8 A-5106

12'-3 1/2"

J.2 6

13 1 1/8"

J.7

2 7/8"

Weather Barrier Vapor Retarder Slope

12'-3 1/2"

Open Weep Flashing Flashing Sealed to Slab Floor Edge w/ Butyl Mastic Sealant

1 1/2" 1" Min

Extents of Mtl. Bldg. Field Verify

Vapor Barrier R13 Batt Insulation Seathing Weather Barrier Setting Bed w/ Mtl. Lathe Manufactured Stone Veneer 0"

7' - 0 1/4"

7' - 0 1/8"

Slope Parge Coat to Slab Edge -2 5/8"

T.O.S.

1 1/2" Rigid Insulation Board Vapor Retarder

Civil Isolation Joint

5/8" Gyp Bd A5 A-5106

Section Detail - Chimney @ Mtl. Bldg R.O.

Section Detail - Chimney @ Base

Section Detail - Chimney @ Base by Entry

A11

Section at Chimney

A-5101

1 1/2" = 1'-0"

A-5106

1 1/2" = 1'-0"

A-5101

1 1/2" = 1'-0"

A-5000

1/2" = 1'-0"

85 .01 째

째 .01 85

3 5/8" Metal Stud Framing

21' - 7 7/8" 1 1/8"

5.5J

38' - 0"

5.5J

2' - 0"

5.5K

Painted Mtl. Deck PNT - 2

1' - 0"

5.5K LUM-001 Sconce

1' - 0"

5.5Q

2.25°

ighting Centered on Bay Mounted on Bottom of Perlin Typ Heat Traced Gutter

Heat Traced Gutter

Spot Light Ref. Lighting

5.5Q

Painted Stl. Framing PNT 3 Ref. Struct

9.00°

5.5R

° .50 85

Line of Concrete Stoop, Finish to Match Adjacent (CF3)

9.00°

5.5K 19' - 0"

4' - 0"

2.25°

1' - 0"

5.5R

2' - 0"

19' - 0"

2' - 0"

K7 A-5108

3' - 8 7/8"

9' - 4 1/8"

2' - 0"

CF - 1

9' - 0"

11' - 11 7/8" CF - 3

CF - 1

9 '- 0".

2' - 0"

7' - 6 1/8"

6' - 0 1/8"

2' - 0"

3' - 11 3/4"

CF - 2

CF - 3

CF - 3 9' - 11 7/8"

2' - 0"

R 212'-6"

R 236'-6"

5.5S

DS Gutter

5.5S

6 P16

A12

A-5108

Gutter J.5

2.25°

A7 A-5108

8' - 4 1/4"

5.5L

A-5108

4.50°

Spot Light Centered on Chimney Ref. Lighting L12

5.5M

5.5L

5.5M

2.25°

5.5T 5.5T 8' - 3 1/8"

2' - 0" 2' - 0"

5.5P

CJ EJ

J.7

5.5P 38' - 0"

5.5N

2. Porte Cochere These excerpts are details of the chimmney within the casino.

4' - 0"

2' - 0" .3'-0"

12' - 0 1/8" CF - 3

.3'-0"

8' - 4 7/8" CF - 2

4.50°

2.25°

Framing Beyond Ref. Struct

7' - 5 1/8"

2' - 0"

4' - 4" CF - 3

1' - 11 1/4"

5.5P

2' - 1"

26' - 6"

5.5

L15 A-5108

2' - 0"

F12 A-5108

2' - 0" .3'-0"

2.25°

Ref. A6/ A-3110 For Continuation

5.5

A-5000

LUM-002 Chandelier

2' - 0"

Q4 A-5108

2' - 0"

2.25°

4.50°

4' - 0"

° .50 85

3' - 8 7/8"

1' - 0"

4.50°

2.25°

5' - 8"

5.5M

Steel Channel

Curved Standing Seam Mtl. Roof Type 1

5.5P 5.5M

Ref. Struct for Connection

3" Drain 94 .50 째 85 .50 째

Cast Stone Cap

1 1/2" Mtl. Deck

19'-4"

Faux Wood Finish Radius @ Base 1' -0"

Stl. Plate Provided by Fixture

Stl. Framing Ref. Struct

3' - 5"

5.5T

5.5S T.O. Truss Porte Cochere 16'-10"

Conc. Infill

Heat Traced Gutter

LUM-002 Chandelier

Steel Framing Above

Gutter Detail

Fixture Section

A-5108

1" = 1'-0"

A-3150

1/4" = 1'-0"

Roof Framing Ref. Struct

5.5S

5.5N

P16 A-5108

Steel / EXT - PNT -3 Ref. Struct

Elastomeric Sealant Fiberglass Cap, Radius 11" Top of Faux Wood Radius10"

Painted Metal Strap Bolted/ Screwed?

Heat Traced Gutter Truss EXT - PNT -3 Ref. Struct

1 1/2" = 1'-0"

Painted Metal Strap

A-5108

LUM-001 Stl. Tube

Stl. Tube Ref. Struct Fixture Support

J1 A-5108

3" Drainage Pipe

Cast Stone Cap Radius @ 11"

11"

Floor Level 0"

Extender Arm

Faux Wood Finish Below Radius @ Top 10" 9"

L12

Section 85

L15

Truss Elevation at Porte Cochere Center Bay Outside/ Truss 4

A-3150

1/2" = 1'-0"

A-1100

1/8" = 1'-0"

3' - 7" 5" 4" 4" 1' - 2"

Conc. Infill Stl. Base Plate Manufactured Stone Vaneer Conc. Pier Ref. Struct Conduit Cast into Concrete For Electrical Connection

1" = 1'-0"

2' - 3 5/8"

3' - 0 7/8" 3' - 1"

5.5S

A-5108

3' - 5"

Elastomeric Sealant Cast Stone Cap 1:2 Slope

P.C. Fixture Connection

T.O. Truss Porte Cochere 16'-10"

5.5S Fixture Plate Conduit for Fixture

14' - 0"

Spot Light Centered on Chimney Ref. Lighting

T-5 Ref. Struct

Painted Metal Strip

Centerline of Fixture J Box

5.5S

N1 A-5000

T-1 Ref. Struct

J1 A-5108

Faux Wood Finish 9'-5"

3" Drainage Pipe

1/8" = 1'-0"

5.5 14' - 0"

A12

1' - 10"

Barrel Vault Beyond

Fixture Connection

Truss Elevation at P.C. End Bay / Truss 5

A-5108

HSS 8 X 8 Below

1' - 2"

A-3150

5.5R

Stl Plate 9" x 11 T.O.S. 14' 0"

Wood Blocking

A-5108

P16

1/8" = 1'-0"

T-4 Ref. Struct

M1 A-5108

5" 1' - 1 1/2" 9 1/2"

P.C. Column Top

Truss Elevation at Porte Cochere End Bay / Truss 6

5.5P 5.5M

3" Dia Roof Drain

M1 A-5108

P12

3/4" = 1'-0"

Q1 A-5108

3" Dia Roof Leader Steel Plate Ref. Struct Fiberglass Cap

Wood Blocking 3" Dia Heat Traced Roof Drain

Typical Plan Detail @ Porte Cochere Column Condition at 3' 0"

4 1/2"

2" 2 1/2" 2"

13'-10"

Floor Level 0"

Steel Tube

5.5 L A4 A-5108

1 1/2" Metal Deck / EXT - PNT -2

4 1/2"

A4 A-5108

Steel Plate Ref. Struct

Sim

3' - 1"

A12 A-5108

Curved Standing Seam Metal Roof - Type - 1

A1 A-5108

Stl. Framing Ref. Struct

GFI

5.5T

5.5S

3/4" F.T. Plywood

Typical Plan Detail @ Porte Cochere Column Condition AT 13' 10"

A-3150

1 1/2" = 1'-0"

5.5

3' - 8 7/8"

13' - 3"

5.5R

Top of Standing Seam Mtl MTL - 1

3' - 8 7/8" Ref. Struct for Bottom of Standing Seam Mtl Framing / PNT - 2A (Over STC)

5.5N

2'-8"

T.O. Truss Porte Cochere 16'-10"

A4 A-5108

Heat Traced Downspout from Barrel Vault 3' - 5"

PNT - 3A (Over STC)

Metal Drip Flashing w/ Weeps

A-5108 G1 A-5108

Typical P.C. Col

A-5108

1/2" = 1'-0"

Fiber Cement Fascia EXT - PNT - 3 5.5S

A12 A-5108

Typical P.C. Pilaster Base Detail

A-5108

1" = 1'-0"

A4 A-5108

Stl. Column Beyond Ref. Struct

Sim

3' - 5" O.H.

16 oz 6" Copper Half RoundHeat Traced Gutter and Downspout A4 A-5108

Heat Traced Downspout from Porte Cochere

A12

5.5S

16 oz 6" Copper Half RoundHeat Traced Gutter and Downspout

All Stl. Framing Ref. Struct

GFI

3' - 5"

Elastomeric Sealant Stone Base to Match Site Conc. Ref. Civil

Sim

Floor Level 0"

A-5108

5.5S

A12

5.5L SIM to H7 / A-5108 Except Overall Dimension of Manufactured Stone Veneer Base

A-5108

F7 Ref. Struc for Framing above

13'-10"

Fiberglass Cap

Plan Detail @ Barrel Vault Condition at 3' 0"

F12

Truss Elevation at Porte Cochere Center Bay/ Truss 3

3/4" = 1'-0"

A-3100

1/4" = 1'-0"

3" Heat Traced Gutter Curved Standing Seam Metal Roof Type - 2

5.5S A7 A-5108

5.5N

Outline of Cast Stone Cap Below 10' - 2"

10'-2"

째 .50 94

3' - 1"

85 .50 째

Top of Steel Plate

Standing Seam Metal Roof Stl. Truss Ref. Struct Barrel Vault Beyond Gutter

A-5108

3' - 5"

Barrel Vault Heat Traced Downspout

1' - 6 1/2"

3' - 9 7/8" G1 A-5108

Light Fixture Ref. Lighting

Varies, Ref. Civil

2'-8"

19'-4"

H4 A-5108

Top of Fixture Plate

Stl. Tube Wrapped w/ Faux Wood Column

Porte Cochere Downspout 2'-8"

LUM - 002 Fixture Beyond Q4 A-5108

5.5L

Conc. Infill 6 3/8"

5.5M

14'-0"

5.5N A4

1' - 10 1/2"

5.5P

Curved Standing Seam Metal Roofing Type -2 Barrel Vault Heat Traced Gutter

3" Heat Traced Downsput Clipped to Column and encased in a bronze aluminum cover.

5.5 L

3' - 5"

A-5108

H4 A-5108

TYP

Entry

A12

Drive Aisles

Ref. E9/ A-6101 for Continuation

Stone Base to Match Site Conc. Ref. Civil

G1 A-5108

Note: SIM to H4 / A - 5108 Unless Noted Otherwise

Typical Section @ Porte Cochere Column

PorteCochere Column @ Barrel Vault

Plan Detail - Gutter @ P.C. & B.V. Condition at 10' 2"

A12

Section at Porte Cochere Typical Truss T1 / T2 SIM

A-5108

1/2" = 1'-0"

A-5108

1/2" = 1'-0"

A-3150

3/4" = 1'-0"

A-3150

1/4" = 1'-0"

Wind Creek Wetumpka Casino Firm: Mancini Duffy Designers: Michael Santilli, Hendy Bloch, Project Manager: Scott Harrell FF&E: Sarah Bartholomew Interiors Technical: Poonam Patel Year: 2012

This project required the completion of Construction Documents for the Interiors portion. The Interior plans were broken into venues. My colleague Mark Hinrichs and I were in charge of completing 2 of the venues.

Aerial of Site 76

Site Plan

Venue 04 Venue 03

Casino Floor Plan

Casino RCP Floor Plan 78

HANEDAK BOBO GROUP rchitecture Interiors 104 South Front St. Memphis, Tn 38103-2906 phone 901.525.2557 fax 901.529.0889 www.hbginc.com

Consultants: Associate Architects :

Chambless King Architects

260 Commerce Street, Suite 220 / Montgomery, AL 36104 Phone : (334) 272-0029 Civil Engineering :

Goodwyn, Mills, and Cawood, Inc. 2060 EastChase Lane , Suite 200 / Montgomery, AL 36117 Phone : (334) 271-3200

Landscape Architecture :

TBG Partners

3050 Post Oak Boulevard, Suite 1100 / Houston, TX 77056 Phone : (713) 439-0027 Parking :

Kimley-Horn and Associates, Inc. 5750 Genesis Court, Suite 200 / Frisco, TX 75034 Phone : (972) 335-3580 Structural Engineering : Parking Garage

Weatherford & Associates, Inc.

8150 Old Federal Road / Montgomery, AL 36117 Phone : (334) 277-9550 Structural Engineering :

Uzun & Case Engineers, LLC

Venue 03

201 17th Street NW, Suite 1200 / Atlanta, GA 30363 Phone : (678) 553-5200 Mechanical / Electrical /Plumbing & Fire Protection :

Finnegan Erickson and Associates Q

Fireplace

Q11

VIP Lobby Desk

Q16

Deli / Coffee

2821 West Horizon Ridge Parkway, Suite 200 / Henderson ,Nevada 89052 Phone : (702) 269-6060

VIP Host

Lighting :

CLD-E

N140 W13143 Cedar Lane / Germantown, WI 53022 Phone : (262) 242-4432 Audio Visual / Acoustics :

WJHW, Inc.

4801 Spring Valley Road, Suite 113 / Dallas, TX 75244 Phone : (972) 934-3700

Themed Elements TE-03-01 Iron Screen at VIP Lobby Entry from Hotel: Room C1200 TE-03-02 Iron Screen at VIP Lobby Entry from Hotel: Room C1200 TE-03-03 Iron Screen at Pool Entry 3.4

2.8

3.7

4.1

3.8

H2.5 (5)

BAR STORAGE

H2.36 M.1

H2.34

Seating at Fire Place: Room C1210 Seating at Coffee Lounge: Room C1240

Millwork MIL-03-01 MIL-03-02 MIL-03-03a MIL-03-03b MIL-03-04 MIL-03-05 MIL-03-06 MIL-03-07

Description VIP Lobby Desk C1200 VIP Console Table Men's Restroom Vanity Counter Women's Restroom Vanity Counter VIP Hostess Desk Coffee Bar Condiment Counter Coffee Bar Back Counter Coffee Bar P.O.S. Station

CON-TECH

6500 Dublin Boulevard, Suite 205 / Dublin, CA 94568 Phone : (925) 519-8735 Food Service :

8616 La Tijera Boulevard, Suite 301 / Loa Angeles, CA 90045 Phone : (310) 337-1922 Signage & Graphics :

Reference AI-03-6001 AI-03-6001 AI-03-6001 AI-03-6001 AI-03-6001 AI-03-6001 AI-03-6001 AI-03-6001

Lorenc + Yoo Design 109 Vickery Street / Roswell, GA 30075 Phone : (770) 645-2828

H2.2

H2.1 H1.9

1.6 1.2

Telecommunications :

Fred Schmid & Associates LLC.

BANQ BANQ-03-01 BANQ-03-02

1.3

Queing C1480

K.5

A1 AI-03-1000A

K.2

Venue 04

1.8

Hotel

Men's Toilet C1725

16' - 4"

ue 10 Ven

AI-03

-1000 Q16

Women's Toilet C1726

K.1 K.09

Compressor Rack C1215

VIP / High Limit Gaming C1210 VIP Lobby C1200

Q6 AI-0

3-1

Janitor C1264

000

Host 1 C1211

G18

J.2

Service Entry C1232

Quick Jack C1231

Self-Service Drink Sta No. 1 C1701

HC Equip. C1256

AI-03-4003

Nor

H.2 R

(H)

Service Entry C1233

(H)

SEVTR 4 C4S1

AI-03-4003

Dry Storage C1234

N4 C-AI-6030

Storage C1235

(H)

A13 AI-00-3005

B.O.H See B.O.H Finish Schedule Project Manual Specification Section 09 06 00.13

AI-03-4003 R

Venue 3

Stor C1252

Adjacent Venue PROJECT NAME:

Deli / Coffee C1241

A11 AI-00-3005

C1220

Coffee Lounge C1240

Lighting Controls C1222

C1220A

Storage C1221

Interiors Plan Notes Perimeter Circulation C1700

E5 AI-02-4003

North

2/15/2013 3:32:03 PM

Q11

AI-03-10

N1 AI-03-1000A

1.2

2.7

100 River Oaks Drive Wetumpka, AL 36092-3084

1. Refer to Project Manual, Appendix A - Architectural Interior Design Product Pages for Finish Tags and Materials. 2. Refer to Project Manual Specification Section 09 06 00.13 Back-of-House Finish Schedule for Venue 00 Finishes. 3. Floor Finishes Extend Under Millwork, Booths, Banquets - Typical 4. Furniture Turned off for clarity and can be Found in the AI- 8000 series. 5. 3D Views are for reference ONLY. Ref. to Plans, RCP, Elevations, Sections, and Details for contractibility. 6. Ref. G-9202 For Floor Transition Details 7. O.S.O.I. (Owner Supplied Owner Installed) Items are ......

Interior Circulation - West C1772

Venue 1

Wind Creek Wetumpka

Overhead Lines

Casino

F.8

True Plan

3.58

PROJECT NO.:

ORIGINAL ISSUE DATE:

A10001201 DRAWN BY:

07DEC12 CHECKED BY:

PJP

REDI-CHECK BY:

MRH

RRR

DISCIPLINE:

Architectural Interiors Casino

Floor Key Plan - Venue 3 Multipurpose / VIP SHEET NO.:

LATEST REVISION NO.:

AI-03-1000

1/8" = 1'-0"

PACKAGE DESCRIPTION:

SHEET TITLE:

Floor Key Plan - Venue 3 - Multipurpose / VIP

AI-00-3000

ASI 67

SEAL

Opp Q18

Count Room C1253

15 FEB 2013

REVISIONS

Multi-Purpose C1220

Front Desk BOH C1251

G.6

MIL-00-1204 MIL-00-1205

K11

G.5

G.3

AREA KEY PLAN

Revenue Manager C1254

Front Desk C1250

Kitchen C1230

6 7 3

H.6

Cooler C1237

Q18

Front Office Manager C1255

Evtr P2 H1P2

H.6

F Evtr P1 H1P1

9 Cooler C1238

Host 2 C1213

Women C1262

Men C1263

Corridor C1157

Evtr P4 H1P4

J.7

Storage C1217

Freezer C1239

Clo C1261

AI-03-3000 G12

Evtr P3 H1P3

Storage C1214

Q1 0 100 03-

AI-

G15

Vest C1260

AI-03-3000

1" H.9

IDF C1216

True

VIP Seating area at Fireplace Details, see page 81

J.9

Office C1201

Plan

K.3

Hotel & Casino - Core & Interiors Package - Work Package #10 Submittal - Issued For Construction - 07 DEC 2012

HANEDAK BOBO GROUP rchitecture Interiors 104 South Front St. Memphis, Tn 38103-2906 phone 901.525.2557 fax 901.529.0889 www.hbginc.com

Consultants: Associate Architects :

Chambless King Architects

260 Commerce Street, Suite 220 / Montgomery, AL 36104 Phone : (334) 272-0029 Civil Engineering :

Goodwyn, Mills, and Cawood, Inc. 2060 EastChase Lane , Suite 200 / Montgomery, AL 36117 Phone : (334) 271-3200

Landscape Architecture :

TBG Partners

3050 Post Oak Boulevard, Suite 1100 / Houston, TX 77056 Phone : (713) 439-0027 Parking :

Kimley-Horn and Associates, Inc. 5750 Genesis Court, Suite 200 / Frisco, TX 75034 Phone : (972) 335-3580 Structural Engineering : Parking Garage

Weatherford & Associates, Inc.

Buffet Perspective

R12

Buffet Perspective

R17

Grab and Go Perspective

8150 Old Federal Road / Montgomery, AL 36117 Phone : (334) 277-9550

Buffet Entry Perspective

Venue 04

Structural Engineering :

Uzun & Case Engineers, LLC 201 17th Street NW, Suite 1200 / Atlanta, GA 30363 Phone : (678) 553-5200 Mechanical / Electrical /Plumbing & Fire Protection :

3.4

3.7

4.1

4.2

4.4

5.6

6.1

6.5

7.4

7.5

8.1

6.6

BANQ BANQ-04-01 BANQ-04-02 BANQ-04-03 BANQ-04-04 BANQ-04-05

3.9

CLD-E

Buffet Seating 1 Buffet Seating 4 Buffet Seating 3 Seating at Grab & Go Buffet Seating 2

N140 W13143 Cedar Lane / Germantown, WI 53022 Phone : (262) 242-4432 Audio Visual / Acoustics :

WJHW, Inc.

4801 Spring Valley Road, Suite 113 / Dallas, TX 75244 Phone : (972) 934-3700

MillworkDescription Reference MIL-04-01 Buffet Queing Counter AI-04-6001 MIL-04-02 Buffet Queing Counter AI-04-6001 MIL-04-03 Buffet P.O.S. Station AI-04-6001 MIL-04-04 Buffet Dessert Station AI-04-6001 MIL-04-05 Buffet Servery AI-04-6001 MIL-04-06 Grab and Go P.O.S. Station AI-04-6001 MIL-04-07 Grab and Go Condiment Counter AI-04-6001

5.1

BANQ-04-05

AI-04-4004

K15

J15

E1 FD

RB-04-01 WC-04-0 5

91.50째

Buffet Seating 3

AI-04-4003

WC-04-04 RB-04-01 MTL-04-03

Under Development

K16

WC-04-04 RB-04-01

AI-04-4002

WC-04-04 RB-04-01

WC-04-04 RB-04-01 WC-04-04 RB-04-01

AI-04-4001

AI-04-4002

1 Atlas Metal Industries WF-4 Drop-In, Frost Top

AI-04-4001 AI-04-4003

A17

FS Dessert C1411

Venue 26

MTL-04-02

AI-04-4001

Buffet Seating 4

M12

MIL-04-04 MIL-04-05

K18

AI-04-4001

A13 AI-04-3000

AI-04-4001

N.5

M.9

MIL-04-03

M.8

RB-04-01 WC-04-04

AI-04-4001

FS FS

RB-04-01 WC-04-04

Outlet 4

Outlet 5 FS

Office

uc pass thru

Outlet 3

Venue 05

FS FS

Garde Manger Cooler C1438

N.6

RB-04-01 WC-04-04

N.7

FS FS

Outlet 2

N.8

Buffet

AI-04-4001

Corridor C1426

E12 FS

Jan Clo C1439

BANQ-04-02

N.9

K11

H11 AI-04-6003 AI-04-4001

Outlet 1

AI-04-4003

WC-04-03 RB-04-01

A10

AI-04-4002

BANQ-04-01

Pool Service Bar C1481

AI-04-4003

Overhead Lines

AI-04-4002

ment Under Develop

AI-04-4001

AI- R1 04 -30 01

3.37

J18

MTL-04-02 WC-04-03 RB-04-01

Adjacent Venue

. . A12

RB-04-0 WC-04-0 1 4

3.6

FD RB-04-01 WC-04-05 FS All Service Bar

R7 -3001 AI-04

A1 AI-04-6003

Sevice Bar C1427

RB-04-01 WC-04-02

RB-04-01 WC-04-02 FD

AI-04-4001

R15

WC-04-04 Typ

Signage & Graphics :

M1 AI-04-6000

M1 AI-04-6001

N.79

8616 La Tijera Boulevard, Suite 301 / Loa Angeles, CA 90045 Phone : (310) 337-1922

B.O.H See B.O.H Finish Schedule Project Manual Specification Section 09 06 00.13

Buffet Seating 1

BANQ-04-03

Food Service :

Fred Schmid & Associates LLC.

R1 AI-04-6003

AI-04-4002

AI-04-4002 AI-04-4003 E15

M13 AI-04-6000

6500 Dublin Boulevard, Suite 205 / Dublin, CA 94568 Phone : (925) 519-8735

H1 AI-04-6003

Buffet Seating 2

AI-04-4003

CON-TECH

109 Vickery Street / Roswell, GA 30075 Phone : (770) 645-2828

Interiors Plan Notes

Q15

AI-04-4003

Telecommunications :

Lorenc + Yoo Design

2821 West Horizon Ridge Parkway, Suite 200 / Henderson ,Nevada 89052 Phone : (702) 269-6060 Lighting :

4.8

Finnegan Erickson and Associates

Themed Elements -

7 3

FS FS FS

Cooler C1449A

Grill Kitchen

FS FD

Grill

Freezer C1449

FS FD

Nor FS

R R

MIL-04-02

Dry Storage C1448

AREA KEY PLAN

M.1

M FS

FS FD

Cooler

Storage

Under

Detergent Storage C1432

Produce Cooler C1436

Develo pment

China Storage C1431

Kitchen

Exp. JT. 3" @ Wall 1" @ Floor

Plan

Garde Manger C1437 FD

True

Queing

Fish and Poultry Cooler C1435A

Freezer C1474

MIL-04-01

Kitchen

Dairy and Egg Cooler C1435D

Cook's Cooler C1435C

Freezer C1435B

Meat Cooler C1435

Dry Storage C1434

Office C1433

Vest

Men

TITO

01 FEB 2013

ASI 55

REVISIONS

Janitor C1445

SEVTR 1

SEAL

Storage

Dry Storage

Women

Women's Toilet C1726

K.4

MIL-04-06

Venue 10

Men

Women PROJECT NAME:

J.9

Wind Creek Wetumpka

MIL-04-07

EV Storage

Grab & Go

Venue 03

Storage C1467

Seating BANQ-04-04

J.7

Vestibule

Jan Clo

100 River Oaks Drive Wetumpka, AL 36092-3084

J.6

PACKAGE DESCRIPTION:

IDF C1216

Railing detail at Grab and Go, see page 80

Casino

R17 AI-04-3001

PROJECT NO.:

ORIGINAL ISSUE DATE:

A10001201

R12 AI-04-3001

DRAWN BY:

A1 AI-04-3000

PJP

07DEC12 REDI-CHECK BY:

CHECKED BY:

MRH

RRR

North

2/1/2013 2:06:13 PM

DISCIPLINE:

Architectural Interiors Casino

True Plan

SHEET TITLE:

3.4

4.4

4.5

5.5

6.1

6.5

7.2

7.36

7.5

Floor Key Plan - Venue 4 - Buffet and Grab & Go

8.5

Floor Key & Wall Finish Plan - Venue 4 - Buffet / Grab & Go

AI-00-1000

SHEET NO.:

AI-04-1000

1/8" = 1'-0"

LATEST REVISION NO.:

Hotel & Casino - Core & Interiors Package - Work Package #10 Submittal - Issued For Construction - 07 DEC 2012

detail

1.6

1.8

3.00 K.5 1' - 0 1/2"

VIP Seating

Fireplace

Interior

87 .00

1 1/2"

K.2

K11 AI-03-3001

G11

AI-03-3001

Casework

BANQ-03-01

Casework K6 AI-03-3001

2' - 10 1/2"

3' - 2"

AI-03-3001

11 1/2" AI-03-3001

2' - 10 3/4"

3' - 2"

AI-03-3001

K.2

Casework

BANQ-03-01

5 3/8" 2" Fireplace Coordinate with Shell and Core to Align EL= 2' - 0" 2' - 6"

STN-03-04 STN-03-04

BANQ-03-01

STN-03-05

STN-03-04

STN-03-04 11 1/2"

K6 AI-03-3001

2' - 8"

STN-03-04

Casework

1' - 2"

Casework Beyond

Level 1 0"

K11

Fireplace Seating Section @ Casework & BANQ 03-01 1" = 1'-0"

Fireplace Seating Section @ Casework by Fireplace

AI-03-3001

1" = 1'-0"

K11 AI-03-3001

BANQ-03-01 STN-03-04 STN-03-05 STN-03-04 Level 1 0" BANQ-03-01

BANQ-03-01

STN-03-04 STN-03-05 STN-03-04

G6 AI-01-1000

G11

Fireplace Seating Side Elevation 3/8" = 1'-0"

BANQ-03-01 Elevation 2

AI-03-3001

3/8" = 1'-0"

BANQ-03-01 STN-03-04 STN-03-05 STN-03-04 Level 1 0"

Casework

STN-03-04

11 1/2"

D6 AI-01-1000

Fireplace Seating Front Elevation

2' - 8"

7 1/2"

3/8" = 1'-0" K.2

AI-03-3001

Plywood STN-03-04

K6 AI-03-3001

EL= 2' - 0"

STN-03-04

1' - 2"

Light 2 1/2" STN-03-05

Level 1 0"

STN-03-04

Fireplace Seating Back Elevation

EL= 0' - 6"

Level 1 0"

K1 A6

STN-03-04

AI-03-3001

Fireplace Seating Section @ Casework 1" = 1'-0"

detail

Grab and Go Railing RP-04-12

PNT-04-09

Overhead Lines

AI-04-4005

PNT-04-09 WC-04-08

2' - 9 15/16"

2' - 7 1/4"

WC-04-08

Align

WC-04-08

R 267'-0"

2' - 0 5/8"

PNT-04-09

WC-04-01

SSM-04-04

20' - 1" 28' - 0 13/16" 1

EST

Level 2. 15'-0"

WC-01-01

WC-04-08 Soffit Above WC-01-01

PNT-04-10

PNT-04-09

WC-04-08

Align

Baluster Spacing

WC-04-08

Open To Beyond EQ

Open To Beyond WC-01-01

RB-01-01

Level 1 0" Tile-04-10

1/2"

PNT-04-12 Mtl. Rail

1' - 4 1/2"

3/8"

RP-04-01 Route & Silicon 5"

2' - 10"

1' - 0"

1' - 5 1/2"

SSM-04-04

1' - 1"

4 1/2"

Tile-04-10

Section

AI-04-3000

1 1/2" = 1'-0"

ISBN 978-1-257-88660-9

90000

9 781257 886609