recent work 2013

Education

Oklahoma State University Bachelor of Architecture Minor: Architectural History

Professional ExperienceCorgan Associates, Inc. Architectural Designer Responsibilities include organizing, developing, and presenting conceptual and schematic design proposals, 3D modeling, rendering, detailing, space planning, attending client and consultant meetings, interacting with product vendors, selecting interior finishes, and organizing and producing construction documents. Also contributed integrally to re-branding efforts for international corporations, ranging from boutique luxury retail design to international airport design. Responsibilities also include seeing projects through all design phases, as well as construction administration.

Long Range Facilities Planning Architectural Intern Responsibilities included project documentation, site visits, construction documentation, progress documentation, detailing, and physical modeling

Oklahoma State University Arch 1216 Design Studio Critique Evaluated and Critiqued student designs Arch 1112 Introductory Course TA Attended Lectures, graded tests and assignments, held office hours for student questions Arch 1112 Introductory Course Success Coach Assigned activities, provided assistance on student assignements

Foreign LanguagesFrench

Honors and AchievementsCorgan Prize FellowAlpha Rho Chi Medalist Fifth Year Student Achievement Book AwardCaudill Fellowship Finalist President's Honor RollFourth Year Student Achievement Book AwardPella Prize Finalist IES Lighting Design Competition FinalistNAAB Accredidation Comprehensive Studio design work chosen to nationally represent Oklahoma State University's design achievement

Chi Omega National GPA Top Percentile Dean's List Third Year Student Achievement Book AwardAcme Brick Award: First place recipient Second Year Student Achievement Book AwardV.A.S.E. (Visual Arts Scholastic Event) gold medalist

Honorary and Social Organizations20122008-20102008-20102006-201020102009

2007-20122005-2009 2009 2009 2007 2008, 2006 2007-200920052005

Community and Volunteer Organizations

20132008

20072005-20092005-2008

2005-20102005-20062005

2001-20052001-2005

References

Hani Rashid Asymptote Architecture [email protected] 212.343.733

Samantha [email protected]

405.269.26842611 Ross Ave. Apt. 2070, Dallas, TX

Princeton University Masters of Architecture

2010-2012

2012- present 2010, 2007

2008

2009-2010

2010

2006-20092008, 2006, 20052008200820072005, 2004

2010

20132010201020102010, 2009, 20072009200920092009

AIA College Recuiter Golden Key International Honor Society The Honor Society of Phi Kappa Phi Oklahoma State National Honor Society American Institute of Architecture Students (AIAS) Oklahoma State University European Studies Associated with École Nationale Supérieure d'Architecture de VersaillesNational Council of Architectural Registration BoardsMember of the Chi Omega Sorority Varsity Revue Set Design Director Wish Week Chair Affiliated with the National Make-A-Wish Foundation Homecoming Design Director Homecoming Propoganda Chair Graphic Design and Propoganda ChairAmarillo Symphony BelleLions Club Community Representative

75 Days/ 75 Ways Volunteer Grandparent University Instructor Introducing architectural design to elementary kids and their grandparents Architecture Students Teaching Elementary Kids (ASTEK) Humane Society Volunteer Harvest II Volunteer Packaging Food Donations National Make-A-Wish Foundation Volunteer Elementary Student MentorLions Club Eyeglasses Donations Volunteer Collecting eyeglasses to distribute to developing countriesSpecial Olympics Supervising Volunteer Red Cross Volunteer

ProficienciesTwo Dimensional Media AutoCad Adobe Illustrator Adobe Photoshop Adobe Indesign Adobe Premiere Pro Adobe After Effects Acrylic Painting and Sketching PhotographyThree Dimensional Media 3ds Max Maya Revit Rhino Maxwell Render Mental Ray Rendering 3 Axis Milling Laser Cutting 3d-Print Modeling

2005-2010

David Allin Diller Scofidio + [email protected]

Ross Payton Corgan Associates, Inc. [email protected]

2004-2005

HS Photography Photographer's Assistant

4

IBUYPOWER

Rectangle

AftershockLuxury Retail

ProfessionalCorgan Associates 2012-2013

The Centurion LoungePremium Passenger Lounge

Dallas Love FieldAviation

American Airlines FlagshipAviation

Phoenix Sky HarborAviation

ilLOOMinatedMemorial Design

eVoloSkyscraper

DetailsBrand Logo

NBXMixed-Use

PerchFacade Design

Zero All Data Urban Planning

Cyclical ObsolescenceHeadquarters

6

18

26

34

42

44

48

52

54

64

70

86

CompetitiveIndependent Design Team 2012-2013

Graphic DesignIndependent Work 2013

EducationalUndergraduate 2005-2010

Graduate 2010-2012

Client: Aftershock (London, UK)Location: Preston Center Dallas, TexasDuration: 5 monthsCurrent Phase: Completed Programs Used: Auto CAD, 3DS Max, Photoshop, Illustrator, Revit

Responsibilities: Initial conceptual design, 3D modeling, post-production imagery, construction documentation, attending client meetings, material selection, site visitation and construction administration

AftershockLuxury Retail Design August 2012

6

strut work mix flaunt glow own

Luxury Retail Design Aftershock

night

seasonal office attire cocktail hour dinner out evening affair

day

62' - 10 3/4"

18' -

0"

TENANT 1 PATIOAREA

1,645 SF

28' -

8"

68' -

1" 4070 SF

Tenant 1

57' - 3" 20' - 1" 32' - 3" 45' - 1"

0 4' 8' 16'

Office and Merchandise Storage

Dressing Rooms

Storefront Display

Hanging Display Hanging Display

Hanging Display

Entry

Mix

Work

Strut

Own

Glow

Flaunt

62' - 10 3/4"

18' -

0"

TENANT 1 PATIOAREA

1,645 SF

28' -

8"

68' -

1" 4070 SF

Tenant 1

57' - 3" 20' - 1" 32' - 3" 45' - 1"

0 4' 8' 16'Luxury Retail Design Aftershock


Vibia Lighting - link xxl 5

Ylighting - silver lining pendant 4

Giles Mller - alexander abstract tile 6

texture stone tile

layering screen and stone tile

style super graphic 3

2

1

1 2 34 5 6

photograph above courtesy of : Logan Rosenbergphotography courtesy of : Selso Garcia


American Express Centurion LoungePremium Passenger Lounge 2012

Client: American Express Location: DFW International Airport, Terminal D Dallas, TexasDuration:13 monthsCurrent Phase: Construction Programs Used: Auto CAD, 3DS Max, Photoshop

Responsibilities: Initial conceptual design, 3D modeling, post production imagery, creating animations, construction documentation, material selection, site visitation, coordinater of the architectural set, coordination with interiors package, coordination with DFW Concessions Team and Wayfinding

18

POSSIBLE EXPANSION547 SF

POSSIBLEEXPANSION

133 SF

POSSIBLEEXPANSION

133 SF

MO

PS

INK

AD

AC

OU

NTE

R

HIG

H T

OP

ME

DIA

WA

LL

MEDIA WALLW/ T.V.

FID

FID

CO

NC

RE

TEG

RA

PH

ICAMEXSCREEN

DOG VENEER

FID

FID

AMEXSCREEN

BA

T P

HO

NE

COMPUTER BAR

DR

INK

ING

FOU

NTA

INS

RPP ART

T.V.

T.V.

T.V

.

RP

P A

RT

RPP ART

PR

OD

UC

TIO

N

SE

TUPELEC.

CLOSET

COUNTERTOPBY ARCHITECT

SCALE: 1/8" = 1'-0"01 LIFE SAFETY

OWNERCONSULTANT SEAL PROJECT NO.: FILE NAME: DRAWN BY: CHECKED BY:

AMERICAN EXPRESS:CENTURION LOUNGE

TERMINAL D -SOUTH CONCESSIONS VILLAGE -

MEZZANINE LEVEL

G01-3.0 LIFE SAFETY - MEZZANINEPLAN.dwg

CORGAN

NORTH

CORGAN ASSOCIATES, INC.401 NORTH HOUSTON STREET

DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000

ISSUE FOR CONSTRUCTION: 12.17.20121

GENERAL NOTES

ALL SALVAGABLE MATERIALS TO BECLEANED AND RETURNED TO OWNER'SSTOCK. MATERIAL STORAGE WILL BE INTHE D22 STORAGE ROOM (D22A281) ONTHE RAMP LEVEL. G.C. TO COORDINATEMOVING THE MATERIALS WITH ERMC-D(MINIMUM 24-HR NOTICE).

CURRENT EMERGENCY EGRESSROUTES TO REMAIN FULLYFUNCTIONAL DURING DEMOLITION ANDALL PORTIONS OF CONSTRUCTION

KEY NOTES

ALL DIMENSIONS ARE MEASURED TOFINISH FACE OF WALL

RELOCATE EXISTING SPRINKLERHEADS AND/OR PROVIDE NEWSPRINKLER HEADS AS REQUIRED TOACCOMMODATE PROPOSEDREFLECTED CEILING PLAN. COMPLYWITH ALL APPLICABLE BUILDING/FIRESAFETY CODES.

REFERENCE A09 SHEETS FOR FINISHPLANS.

01

02

03

04

05

REPAIR OR REPLACE ALL DISTURBEDFIREPROOFING WITH SAME FIRE RATEDMATERIALS. FIRE CAULK ALL EXISTINGAND NEW CONDUIT, PIPES, AND DUCTPENETRATIONS.

06

NO CUTTING OR TRENCHING OF THEEXISTING FLOOR SLAB. ALLPENETRATIONS WILL BE OF THEPOKE-THROUGH TYPE.

07

ISSUES

REVISIONSLIFE SAFETY -MEZZANINE PLAN

G01-3.0

MEZZANINE LEVEL OCCUPANT LOADSTENANT ROOM TYPE AREA OCCUPANCY TYPE OCCUPANCY LOAD FACTOR OCCUPANT

LOAD

PIZZAVINO TOTAL 296AMEX LOUNGE AREA 4413 SF ASSEMBLY - UNCONCENTRATED 15 NET SF/OCCUPANT 295

FUTURE - TBD 355 SF BUSINESS 100 GROSS SF/OCCUPANT 4BUSINESS 682 SF BUSINESS 100 GROSS SF/OCCUPANT 7KITCHEN 608 SF KITCHEN - COMMERCIAL 200 GROSS SF/OCCUPANT 4STORAGE 530 SF ACCESSORY STORAGE, MECHANICAL, EQUIP. 300 GROSS SF/OCCUPANT 2

ENTRY - STANDING 252 SF ASSEMBLY - STANDING SPACE 5 NET SF/OCCUPANT 51BAR 20'-4" LONG ASSEMBLY - CONCENTRATED 18" OCCUPANT 14

EMPLOYEE ROOM 80 SF LOCKER ROOM 50 GROSS SF/OCCUPANT 2RESTROOM/CORRIDOR/ACCESSORY SPACE 1350 SF ACCESSORY 0 SF/OCCUPANT 0

TOTAL 379

K.5L.1L.2L.3L.4L.54.2 4.1 4.0 3.7 3.6

K.4

K.3

K.2

CAPACITY USED

EXIT 1

? ?

CAPACITY USED

EXIT 3

? ?

CAPACITY USED

EXIT 2

? ?

BALCONY:MAINTENANCEACCESS ONLY

R

THE CENTURIONR

THE CENTURION




MEZZANINE LEVEL

A04-2.21 SHELL ELEVATIONS.dwg

CORGAN

NORTH


DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000


GENERAL NOTES



KEY NOTES




01

02

03

04

05


06


07

ISSUES

REVISIONSSHELLELEVATIONS

A04-2.21

EL. 115'-0"CONCOURSE

EL. 132'-0"MEZZANINE

EL. 115'-0"CONCOURSE

EL. 132'-0"MEZZANINE

EL. 149'-0"

EL. 149'-0"

SCALE: 1/4" = 1'-0"01 SHELL ELEVATION


01 EXISTING TO REMAIN

02 BRANDING

03 BRIDGE ROOF AND GLASSSTOREFRONT

04 METAL PANEL TO MATCH EXISTING

02

01

01

05

05 BLADE SIGNAGE

02

03

04

06

04

04

04

06 BUTT JOINTED CLEAR GLASS WITHBRAND FRIT

17' 0

"17

' 0"

17' 0

"17

' 0"

14'-6

"

EQ.

10'-1 1/4" 10'-1 1/4" EQ.EQ.6'-9 3/8"

V.I.F.

6'-9 3/8"

V.I.F.

6'-9 3/8"

V.I.F.

6'-9 3/8"

V.I.F.

EQ.

EQ. EQ. EQ. EQ.

25'-3 1/2"

V.I.F.

7'-1

3/8

"7'

-4 5

/8"

2'-6

"

ALIGN

ALIGN

ALIGN ALIGN

ALIGN

ALIGN

27'-0

"11

'-0"

1'-0"6"

01/A04-2.25

02/A04-2.25

07 EXISTING TO BE BLUE OPAQUE GLASS

07

01/A04-2.26


8"

8"2"

PT-1A 4" T

YP

.

6'-9 3/8" 6'-5 3/8"

4'-2

"

08 EXISTING CEILING TO REMAIN

08

4'-0

"3'

-0"

3'-0

"

SS-1

MT-3

6" T

YP

.




MEZZANINE LEVEL

A04-3.21 INTERIOR ELEVATIONS.dwg

CORGAN

NORTH


DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000


GENERAL NOTES



KEY NOTES




01

02

03

04

05


06


07

ISSUES

REVISIONSINTERIORELEVATIONS

A04-3.21

FINISH FLOOR

FINISH FLOOR

FINISH FLOOR

SCALE: 1/4" = 1'-0"06 CUSTOMER SERVICESCALE: 1/4" = 1'-0"07 CUSTOMER SERVICE

SCALE: 1/4" = 1'-0"08 CONFERENCESCALE: 1/4" = 1'-0"09 KIDS AREA

SCALE: 1/4" = 1'-0"10 KIDS AREASCALE: 1/4" = 1'-0"11 KIDS AREA

SCALE: 1/4" = 1'-0"12 WORK SPACESCALE: 1/4" = 1'-0"13 WORK SPACE

SCALE: 1/4" = 1'-0"01 RECEPTIONSCALE: 1/4" = 1'-0"02 RECEPTION

SCALE: 1/4" = 1'-0"04 LUGGAGESCALE: 1/4" = 1'-0"05 LUGGAGE

04/A07-3.1103/A07-3.1101/A07-3.11

06/A07-3.1105/A07-3.1101/A07-3.1202/A07-3.1203/A07-3.12

04/A07-3.1205/A07-3.12

SCALE: 1/4" = 1'-0"14 CORRIDOR 422 ART WALLSCALE: 1/4" = 1'-0"15 CORRIDOR 422 ART WALL

04/A04-3.41

SIM.

04/A04-3.41

SCALE: 1/4" = 1'-0"03 DOG VENEER

11/A07-3.22

INTERIOR SECTIONDETAILS




MEZZANINE LEVEL

A04-3.41 INTERIOR SECTION DETAILS.dwg

CORGAN

NORTH


DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000


TOP TRIM BY GREEN WALL MFGR

SCALE: 1" = 1'-0"01 LIVING WALL SECTION

ADJUST DIMENSION TO MEETREQUIRED GREEN WALL HEIGHT

MIN 3 1/2", MAX 6 3/4" TOLERANCE

DRIP IRRIGATION LINE

#8 X 1"SCREW PLANT BRACKETSCREW BY GREEN WALL MFGR

3/4" MARINE GRADE PLYWOODREAR WALL PANEL OVER 5/8" FIBERCEMENT BOARD AND WATERPROOF

MEMBRANE

VERSA TRAY WITHSELECTED PLANTS

BASE DRAINAGE PIPE FROMBOTTOM ROW OF TRAYS TO

WATER STORAGE TANK BY GREEN WALL MFGR.

WATER STORAGE TANK

BASE CABINET WITHREMOVABLE FRONT COVER

ADJUSTABLE LEVELER

4"4

3/4"

7 1/8"8 1/8"

1'-3

"

4"

1 1/

2"4

3/4"

TYP

.

SCALE: 1" = 1'-0"03 EXTERIOR BRANDING WALL SECTION

36'-0

"35

'-11

1/4"

1/2" CORIAN

6" METAL STUDS SECURED TO 3 5/8"METAL STUDS

COVE LIGHT

1/2" CNC ROUTED CORIAN

PIN MOUNTED LETTERS - 1/4" THICKSTAINLESS STEEL ON 1/2" PIN OFFSETS.

SCALE: 1" = 1'-0"06 CUSTOMER SERVICE BACK WALL SECTION

42'-0

"11

'-7 7

/8"

3'-9

"4'

-0"3'-6"

4'-0

"

11'-7

7/8

"3'-9

"

3'-6"1/2"" WOOD VENEER PANELS

OVER 5/8" SUSP GYP BD.

1/2"" WOOD VENEER PANELSOVER 5/8" SUSP GYP BD.

RECESSED LIGHT POCKET -TYP ALL SIDES OF CORIAN

6" METAL STUDS SECURED TO3 5/8" METAL STUDS W/ 3 5/8" 18

GA. MTL STUD PLATES

1/2" ROUTED CORIAN PANELOVER 5/8" FIBER CEMENT

BOARD

5/8" GYP BD INSIDE LIGHTPOCKET PAINT FLAT WHITE

MT-3

MT-3

1/4" REVEAL

CUSTOMER SERVICERECESSED, BACK

CABINETLACQUERED 3/4"PLYWOOD (LQ-2)

SCALE: 1" = 1'-0"02 LOCKER SECTION

5/8" GYP. BD. CEILING

LATHERS CHANNEL @ 24" O/CW/ #8 WIRE HANGERS @ 48"WITH 7/8" FURRING @ 24" O/C

LOCKERS

7'-0

"

3/4" BLACK WALNUT WOODPLANKS ON 5/8" GYP. BD.

1/2" CORIAN

A04-3.41

20'-0"

WALL BEYOND

1'-0" 3/4" BLACK WALNUT WOODPLANKS

SCALE: 1" = 1'-0"04 ART WALL SECTION

AIRCRAFT CABLE ARTWORK DISPLAY SYSTEMARTWORK BY OTHERS

EXISTING SLAB AS SCHEDULED,RE: FINISH SCHEDULE FOR FLOOR FINISH

MTL. STUD WALL WITH ACOUSTICALBATT

MTL. STUD FRAMING

LATHERS CHANNEL AT 24" O.C. WITH #8WIRE HANGERS WITH 48" O.C. WITH 7

8"FURRING AT 24" O.C.

AMERLUX LED LIGHT FIXTURE: T1

58" GYP. BD. CEILING

2 1/2"

3"

2'-7 3/8"

SCALE: 1" = 1'-0"05 BUFFET WALL SECTION

34'-7

3/8

"4"

4"1"

4" BASE: WD-1

34" MARINE GRADEPLYWOOD BLOCKING INWALL FURNISHED ANDINSTALLED BY GENERALCONTRACTOR

FINISHED FLOOR AS SCHEDULED


LATHERS CHANNEL AT 24" O.C. WITH #8WIRE HANGERS WITH 48" O.C. WITH 7

8"FURRING AT 24" O.C.

MICROLITE WOOD VENEER BEAMS: ML-1

58" GYP. BD.

2'X4' ACOUSTICAL TILE: ACT-2

12'-0

"




MEZZANINE LEVEL

A05-3.22 RCP - MEZZANINE LEVEL -SECTIONS.dwg

CORGAN

NORTH


DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000


ISSUES

REVISIONSRCP - MEZZANINELEVEL - SECTIONS

A05-3.22

SCALE: 1 1/2" = 1'-0"01 DETAIL

EL.10'-0"A.F.F.

2'X4' ACOUSTICAL TILE: ACT-2

MTL. STUD HUNG FROM STRUCTUREABOVE AND 58" GYP. BD.

CHANNEL AT 24" O.C. WITH WIREHANGERS AT 48" O.C. WITH 7

8" FURRINGAT 24" O.C.

EL.12'-0"A.F.F.

12" WOOD PLANK: WD-1

GREEN WALL

SCALE: 1 1/2" = 1'-0"02 COVE DETAIL



3 5/8"

3"

1 1/

2"

4"

2 3/16"

2 3/

4"

1'-3

1/2

"

2 1/

2"

3"

EL.10'-0"A.F.F.


MTL. STUD FRAMING

58" GYP. BD. TO BE PAINTED: PT-1

LED LIGHTING FIXTURE: CV3

AIR SPACE

2"

EL.11'-6 1/2"A.F.F.

SCALE: 1 1/2" = 1'-0"10 LIGHT DETAIL

EL.10'-0"A.F.F.

EL.11'-0"A.F.F.

TRACK



LED LIGHT FIXTURE: T2

WOOD VENEER BEAMS: ML-1

SCALE: 1 1/2" = 1'-0"06 COVE DETAIL


EL.10'-0"A.F.F.

EL.11'-6 1/2"A.F.F.

PIPING

AIR SPACE

STOREFRONT SYSTEM

2 3/16"

2 3/

4"

1'-3

1/2

"

2 1/

2"

3"

2"

MTL. STUD WALL WITH ACOUSTICALBATT UP TO EL. 11'-61

2"

MTL. STUD FRAMING

58" GYP. BD. TO BE PAINTED: PT-1

LED LIGHTING FIXTURE: CV3

AIR SPACE





WOOD VENEER BEAMS: ML-1

MTL. STUD HUNG FROM STRUCTUREABOVE AND 58" GYP. BD.

58" GYP. BD.

PENDANT LIGHT TYPE: P2

EL.10'-0"A.F.F.

1'-0

"

4"

ALIGN

3 5/8"

4"3/4"

9 7/8" 7 1/2"

10 3/8" 10 3/8"

3 1/8"

1'-2

1/8

"

1/4"

10"

1'-2

"

1'-0

"

SLOT DIFFUSER TYPE: 13

2 1/2"

7 5/8"

8 3/8"58" GYP. BD.






NOTE: R2A SIM.

5 3/4"

1'-2"

1'-0 1/2"




EL.10'-0"A.F.F.

58" GYP. BD.



PMC DIRECT RECESSED LIGHTINGFIXTURE TYPES: SR24, SR36, SR48

4'-0 1/16"

8 7/

8"

17 8"

3'-10 3/4"

EL.10'-0"A.F.F.

6"

7 1/2"

3" 5 3/

16"



LIGHT FIXTURE TYPE: R9

58" GYP. BD.

EL.10'-0"A.F.F.

EL.12'-0"A.F.F.



LIGHT FIXTURE TYPE: R2

58" GYP. BD.



LIGHT FIXTURE TYPE: R2B

12" WOOD PLANK: WD-1

58" GYP. BD.

5 3/4"

1'-2"

1'-0 1/2"

LED LIGHT FIXTURETYPE: P4

WOOD VENEER BEAMS:ML-1

CHANNEL AT 24" O.C.WITH WIRE HANGERSAT 48" O.C. WITH 78"FURRING AT 24" O.C.

6"

4 3/4"

1 7/

8"

2"

2'-7

1/2

"

2'-7 1/2"

1'-0

"

2"

2"

CHANNEL AT 24" O.C. WITHWIRE HANGERS AT 48" O.C.WITH 7

8" FURRING AT 24" O.C.

58" GYP. BD.

LIGHT FIXTURE TYPE: P1BLACK


58" GYP. BD.

LIGHT FIXTURE TYPE:R5

5 3/4"

4 3/4"

3 3/

4"

4 3/4"

5 3/4" 5 3/4"

1'-6 1/4"

1'-7 3/4"


58" GYP. BD.

LIGHT FIXTURE TYPE:R10

EL.10'-0"A.F.F.

EL.10'-0"A.F.F.

EL.10'-0"A.F.F.

EL.10'-0"A.F.F.

EL.11'-0"A.F.F.

EL.6'-4 1/2"A.F.F.

EL.8'-0"A.F.F.

2'-0

"EL.10'-3 5/8"A.F.F.

Premium Passenger Lounge The Centurion Lounge

Floor Plan

Entry Elevation Green Wall

Entry Landing

Reception

Lounge 3 Lounge 1

Lounge 2

Food and Beverage

Entry Landing

Reception

Work Area

New Elevator

material selection for entry landing and reception


Lounge 2

Lounge 3

Work Area

Lounge 1

material selection for lounges, work area, and kids' room material selection for food and beverage area




MEZZANINE LEVEL

A04-1.12 ELEVATOR ELEVATIONS.dwg

CORGAN

NORTH


DALLAS, TEXAS 75202

C O R G A NA B

C

12195.0000


GENERAL NOTES



KEY NOTES




01

02

03

04

05


06


07

ISSUES

REVISIONSELEVATORELEVATIONS

A04-1.12

SCALE: 1/2" = 1'-0"01 FRONT ELEVATION AT GLASS ELEVATORSCALE: 1/2" = 1'-0"02 BACK ELEVATION AT GLASS ELEVATOR

SCALE: 1/2" = 1'-0"03 SIDE ELEVATION AT GLASS ELEVATOR

EL.115'-0"CONCOURSE

EL.132'-0"MEZZANINE

EL.149'-6"T.O.ELEVATOR

12'-5"

2'-1

0 1/

2"4'

-6"

2'-0

"4'

-0"

4'-1

1/2

"2'

-4 1

/2"

4'-6

"2'

-0"

4'-0

"4'

-1 1

/2"

9'-3" 12'-5"

01 FREE STANDING HALL STATION TOHOST ELEVATOR CALL BUTTON ANDSIGNAGE

02

03

VISION GLASS

SPANDREL GLASS

04

01

01

01

01

02

03

04

05 GLASS GUARDRAIL - HEIGHT ANDFINISH TO MATCH EXISTING

0505

17'-6

"17

'-0"

09/A04-1.21

SIM.

09/A04-1.2112/A04-1.21

12/A04-1.21SIM.

10/A

04-1

.21

6 1/2" 6 1/2"6 1/2" 6 1/2" 6 1/2" 6 1/2"

6"6"

06 S.S. FRAME AT DOOR JAMB AND HEAD.

06

03/A04-1.22

03/A04-1.22

02/A04-1.22

01/A

04-1

.21

9"

6"6"

9"

07 CLEAR SILICON IN ALL JOINTS UP TO8'-0" A.F.F.

07

07

COL COLCOLCOLCOLCOL

08 LAMINATED AND TEMPERED SAFETYGLASS SUPPORTED ON S.S. SPYDERCONNECTORS, TYP.

08

04

1" DIAMETER S.S. GUARD RAILATTACHED TO LAMINATED GLASS OFHOISTWAY

04

07

07

09

09 112" DIAMETER S.S. BUTTON

3.64'-13

8"3.6

4'-138"

9"9"

1'-0" 1'-0"EQ. EQ. EQ.

07

1'-0" EQ. 1'-0"EQ.

K.5

0505

10 GRAPHIC VINYL FILM ON GLASS FORCONCESSIONS ADVERTISING, TBD.

1011 TYP. EACH SIDE OF ELEVATOR11

LEVEL 2 - CONCOURSE115' - 0"

LEVEL 4 - INS132' - 0"

3.6

02S02-2.01

ELEV SHAFT TOS149' - 6"

LEVEL 1.7 - ELEV PIT SLAB110' - 0"

CLEAR HOISTWAY - SEE PIT FRAMING PLAN

HSS6X4X3/8 HORIZONTALSAT TOP AND INTERMEDIATELEVEL BELOW - PROVIDEADDITIONAL HORIZONTALMEMBERS (OF SAME SIZE ASNOTED IN SECTIONS) ASREQUIRED TOACCOMMODATE GLASSMANUFACTURER'SCONNECTION LOCATIONS

HSS6X4X5/16HORIZONTALS AT INS ANDINTERMEDIATE LEVELBELOW - PROVIDEADDITIONAL HORIZONTALMEMBERS (OF SAME SIZEAS NOTED IN SECTIONS)AS REQUIRED TOACCOMMODATE GLASSMANUFACTURER'SCONNECTION LOCATIONS

HSS5X5X3/8 VERTS, TYP.

S02-2.0107

S02-2.0106

5/16TYP.

20S02-1.03

NEW ELEVATOR SHAFT FRAMING -PROVIDE ADDITIONAL HORIZONTALMEMBERS (OF SAME SIZE AS NOTED INSECTIONS) AS REQUIRED TOACCOMMODATE GLASS MANUFACTURER'SCONNECTION LOCATIONS

EXISTING CONCRETECOLUMN

NEW SUSPENDEDELEVATOR PIT FRAMINGEXISTING FLOOR GIRDER

NEW FLOOR BEAMS

EXISTING FLOOR BEAM

EXISTING FLOOR BEAMTO BE PARTIALLYDEMOLISHED

NEW LANDING SLABON METAL DECK

EXISTING MEZZANINEFLOOR FRAMING

EXISTING CONCOURSELEVEL FLOOR FRAMING

VERT. JAMB TUBES AND HOR.HEADER TUBE AS REQ'D BYELEV. MFR. TO FRAME DOOR.ASSUME HSS5X2X1/4MATERIAL FOR BIDDING W/SLIP CONNECTIONS AT HEADOF VERTS., TYP. SEE DTL. 09THIS SHEET FOR CONN. INFO.


LEVEL 4 - INS132' - 0"

ELEV SHAFT TOS149' - 6"

LEVEL 1.7 - ELEV PIT SLAB110' - 0"

01S02-2.01

18S02-1.03

CLEAR HOISTWAY - SEE PIT FRAMING PLAN

HSS6X4X3/8 HORIZONTALS ATTOP AND INTERMEDIATELEVEL BELOW - PROVIDEADDITIONAL HORIZONTALMEMBERS (OF SAME SIZE ASNOTED IN SECTIONS) ASREQUIRED TOACCOMMODATE GLASSMANUFACTURER'SCONNECTION LOCATIONS

HSS6X4X5/16HORIZONTALS AT INS ANDINTERMEDIATE LEVELBELOW - PROVIDEADDITIONAL HORIZONTALMEMBERS (OF SAME SIZEAS NOTED IN SECTIONS) ASREQUIRED TOACCOMMODATE GLASSMANUFACTURER'SCONNECTION LOCATIONS

HSS5X5X3/8 VERTS, TYP.

S02-2.0104

5/16TYP.

S02-1.0320


K.501

S02-2.01

SEE PLAN

10"

EXISTING W18X40 BEAMSEGMENT TO BE REMOVED

1/4

EXISTINGBM. TONEW

6"

CLEAR HOISTWAY - SEE PIT FRAMING PLANNEW W16X36

TYP.4"

TYP.6"

8"NEW COMP. SLAB - 4 1/2" ON 3" COMP.DECK (7 1/2" TOTAL THICKNEWS)

#4(2-0H/1-8V) @ 18" O.C.,TYP.

C4X5.4 HANGERS @ 3'-0"O.C. (MAX) AND AT EA.PIT FLOOR BEAM

PIT FLOOR BM - SEEELEV. PIT FRAMING PLAN

1/4CH. TOBM.

CH. TOBM.

5/8" DIA.X4" HSA'S@ 18" O.C., TYP.

TYP.TYP.

#4 @ 12" EA. WAY, TYP.

S02-2.0108 PIT FLOOR BM.

CONN. , TYP.

L-5X5X3/8 CONT. - FIELDWELD TO CHANNELS

SILL ANGLE BYELEV. MFR.

SHAFT TUBE BEYONDBEARS 7 1/2" BELOWFINISHED FLOOR

SHAFT TUBE BEYOND BEARS 7 1/2"BELOW FINISHED FLOOR. WELD ALLAROUND TO 1/2" BASE PL. W/ (4) 5/8"DIA. X 6" HSA'S AND (2) 1/2" DIA. X 2'-0"DBA'S, EMBEDDED IN NEW PIT WALLS.

L-6X4X3/8 (LLV) CONT.W/ 1/2" DIA. HOOKEDDBAS @ 12" O.C.

1' - 0"

3/16DBA TOL-6X4

2 1/2"

#4 L-DWLS @ 18" O.C.DRILLED AND ADHERED4" INTO EXISTING SLABUSING HILTI HIT-HY 150MAX ADHESIVE

2#5 CONT.

VERI

FY W

/ FIN

AL E

LEV.

DW

GS.

5' - 0

"


6"

TYP.6"

PIT

DEPT

H - R

EF. E

LEV.

DW

GS.

L-4X4X5/16 CONT., TYP.

1/4 2-12TYP.

PIT FLOOR BM - SEEELEV. PIT FRAMING PLAN

FOR INFO. NOT SHOWN,SEE /04 S02-2.01

NEW FLOOR BEAM -SEE CONCOURSELEVEL FRAMING PLAN

1 1/2"

SHAFT TUBE BEYONDBEARS 7 1/2" BELOWFINISHED FLOOR


3.6

NEW STIFF PL. - 5/16

EXISTING W24X68

WT4X17.5 HANGER

SINGLE SHEAR TAP PL. -1/2CONN. W/ 2 ROWS OF 3 BOLTS

1/4

C.P.

1/4

NEW BEAM,SEE PLAN1/4

1/4

1/2" MAX.

PIT FLOOR BEAM(SLAB NOT SHOWNFOR CLARITY)

CHANNEL HANGER

PL-3/8 W/ (3) 7/8"DIA. BOLTS

1 1/4"

1"

1"

NEW BM, SEE CONCOURSELEVEL FRAMING PLAN

3/16

2" 2"

PIPE-4" STD. W/ 3/8" CAP.PL. AND 4 BOLTS TONEW BM ABOVE

1 1/2"

EXISTING SLABON METAL DECK

ELEVATOR PITWALLS NOT SHOWNFOR CLARITY

07S02-2.01 CL

BM

1"

L-3X3X1/4X0'-3",TYP.

3/16TYP.

3/163 SIDES

1/2"

ELEV. DOOR FRAMING - REF.ELEV. DWGS. AND ARCH'L.FOR DIMS AND ELEVATIONS

ELEV. SHAFT FRAMING


FILE NAME:DRAWN BY:

PROJECT NO.:

CHECKED BY:

SEALCONSULTANT OWNER


MEZZANINE LEVEL

F-537B2171

L.A. FUESS PARTNERS, INC.TXBE FIRM #F-537

C O R G A N

401 NORTH HOUSTON STREETDALLAS, TEXAS 75202

CORGAN ASSOCIATES, INC.

12195.0000

CONCESSIONSELEVATOR

S02-2.01-CD

12TDSCVS02-2.01-CD.DWGGKLM


1/2" = 1'-0"

01 ELEVATOR SECTION

03 CONCESSIONS ELEVATOR FRAMING

1/2" = 1'-0"

02 ELEVATOR SECTION 3/4" = 1'-0"

04 ELEV. PIT SECTION

3/4" = 1'-0"

07 ELEV. PIT SECTION

3/4" = 1'-0"

06 NEW PIT BEAM CONNECTION

1 1/2" = 1'-0"

08 PIT BEAM CONN.

3/4" = 1'-0"

05 NEW BM BEARING DETAIL

3/4" = 1'-0"

09 ELEV. DOOR FRAMING CONNS.

REV DATE DESCRIPTION


New Elevator

photography courtesy of : Selso Garcia

Client: Southwest Location: Love Field Airport Dallas, TexasDuration: 4 yearsCurrent Phase: Phase 1 completedPrograms Used: Auto CAD, 3DS Max, Photoshop, Revit

Responsibilities: Initial conceptual design of the ticket-ing hall, 3D modeling, construction documentation of the ticketing hall and ceilings, attending code meetings, material selection, site visitation and documentation

Love Field Modernization ProjectBoutique Airport Design Summer 2010

26

Boutique Airport Design Love Fieldphotography courtesy of : Selso Garcia

Ticketing Hall 1961Ticketing Hall 1957

Boutique Airport Design Love Field

Love Field1965

Boutique Airport Design Love Field

F D

F D

F D

F D

F D

F D

F D

F D

F D

F D

W H

F D

DN

UP

REF

VEND .

VEND .

VEND .

VEND .

VEND .

VEND .

VEND .

VEND .

VEND .

VEND .

F D

F D

F D

F D

F D

F D

F D

F D

F D

F D

W H

F D

DN

UP

FE

FE

FE

F D

F D

F D

F D

F D

F D

F D

F D

F D

F D

W H

F D

DN

UP

FE

FE

3.7

4.0 4.14.2

4.3

4.4

4.5

4.6

4.7

5.05.1

D.5

E.1

E.2

E.3

E.4

E.5

F.1

F.2

F.3

F.4

E.5, 4.4

AREA OF WORK

DATEJOB

SHEET

This Document was produced by orunder the direct supervision ofRegistered Architect

This document is incomplete and maynot be used for regulatory approval,permit or construction.Date of issue:

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DFW INTERNATIONALAIRPORT

3200 E AIRFIELD DRIVEDFW AIRPORT, TX 75261

G000

COVER SHEET & SHEETINDEX

AA DFW FlagshipCheckin

08/14/1212079.0000

G0

00C

OVE

R S

HEE

T &

SH

EET

IND

EX

Ralph Bauer

Corgan Associates, Inc.401 North Houston Street

Dallas, TX 75202T: 214.748.2000F: 214.653.8281

21

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C O R G A N

C O R G A N

Corgan Contacts ClientProject Address ConsultantsDFW INTERNATIONALAIRPORT3200 E AIRFIELD DRIVEDFW AIRPORT, TX 75261

PROECT: AA DFW Flagship Checkin

SIGNED BY: Ralph Bauer AMERICAN AIRLINESCorporate Real Estate MD 5317Dallas/Fort Worth Airport, Texas 752619616Contact: Tom SparksRegional CoordinatorT: 817.967.9587

12079.0000

Mechanical/Electrical/Plumbing EngineerReed, Wells, Benson and Company12001 North Central Expressway, Suite 100Dallas, TX 752432147884222

REVISIONS

1 5001 SITE PLAN

SHEET INDEX

MostCurrent

SheetIssueDate

01 GENERAL GG000 COVER SHEET & SHEET INDEX 08/14/12G010 STANDARDS AND CODE INFORMATION 08/14/12

09 ARCHITECTURAL AA0100 LIFE SAFETY PLAN 08/14/12A0200 WALL & PARTITION TYPES 08/14/12A0201 DEMOLITION AND PROPOSED FLOOR PLAN 08/14/12A0301 DEMOLITION AND PROPOSED REFLECTED CEILING PLAN 08/14/12A0401 DEMO & PROPOSED INTERIOR ELEVATIONS 08/14/12A0601 INTERIOR ELEVATIONS 08/14/12A0602 INTERIOR ELEVATIONS 08/14/12A0641 RENDERINGS 08/14/12A0801 DOOR & FRAME SCHEDULES & DETAILS 08/14/12

10 INTERIORS IA0721 INTERIOR PLAN DETAILS 08/14/12A0722 RCP DETAILS 08/14/12A0723 INTERIOR SECTION DETAILS 08/14/12A0900 FINISH PLAN AND SCHEDULE 08/14/12

15 MECHANICAL MM0201 DEMOLITION AND FLOOR PLAN HVAC 08/14/12

16 ELECTRICAL EE0101 DEMOLITION AND FLOOR PLAN LIGHTING 08/14/12E0201 DEMOLITION AND FLOOR PLAN POWER 08/14/12E0301 ELECTRICAL LEGEND 08/14/12

American Airlines Flagship Premium Passenger Check-In 2012

Client: American Airlines Location: DFW International Airport, Terminal D Dallas, Texas

JFK International Airport New York City, New YorkDuration: 10 months Current Phase: DFW: On hold JFK: In ConstructionPrograms Used: Auto CAD, 3DS Max, Photoshop, Illustrator, Revit

Responsibilities: Initial conceptual design, 3D modeling, schematic design, post production imagery, construction documentation, detailing, attending client meetings, attending code meetings, material selection, site visitation and documentation

34

2A0601

06A0723

3A0601

"ONE'S DESTINATION IS NEVER A PLACE,BUT A NEW WAY OF SEEING THINGS"HENRY MILLER

TV SCREENS (OFCI)

PINMOUNTED SIGNAGE (OFCI)

WALL TYPE VP1

FURNITURE (N.I.C.) FORREFERENCE ONLY

SSD (OFCI)

CEILING TYPE CL1

CEILING TYPE CL2

GLAING SYSTEM TYPE GL1 WITH SUPPORT SYSTEM GL2

AGENT PODIUM AND SCALE OWNER FURNISHEDCONTRACTOR ISSUED

9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

WALL BASE TYPE SS3

LIGHTING FIXTURE REFER TO MEP

2A0601

3A0601

WALL TYPE VP1

SSD (OFCI)

CEILING TYPE CL1

CEILING TYPE CL2GLAING SYSTEM TYPE GL1 WITH SUPPORT SYSTEM GL2


WALL TYPE ST 1

WALL TYPE SS2 ALL SIDES

WALL BASE TYPE SS3

DOOR REFER TO DOOR SCHEDULE


9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

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A0602

INTERIOR ELEVATIONS

AA DFW FlagshipChecin

08/14/1212079.0000

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Dallas, TX 75202T: 214.748.2000F: 214.653.8281

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C O R G A N

1/4" 1'0"1 Section 1

1/4" 1'0"2 Section 3

REVISIONS

NOTE: BID ALTERNATE 1 G.C. TO PROVIDE PRICING FORINSTALLING WALL TYPE ST2 WITH WALL TYPE ST3 AT ALLAREAS CURRENTLY SHOWN AS WA TYPE ST1 REFERFINISH SCHEDULE


2A0601

06A0723

3A0601


TV SCREENS (OFCI)


WALL TYPE VP1


SSD (OFCI)

CEILING TYPE CL1

CEILING TYPE CL2



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

WALL BASE TYPE SS3


2A0601

3A0601

WALL TYPE VP1

SSD (OFCI)

CEILING TYPE CL1



WALL TYPE ST 1


WALL BASE TYPE SS3



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

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A0602

INTERIOR ELEVATIONS


08/14/1212079.0000

A06

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Dallas, TX 75202T: 214.748.2000F: 214.653.8281

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C O R G A N

1/4" 1'0"1 Section 1

1/4" 1'0"2 Section 3

REVISIONS



1A0602

F.1,4.3 E.5, 4.4

2A0602

4A0601

01A0723

WHERE CAN WETAKE YOU TODAY?

7A0723

TV SCREENS (OFCI)

SIGNAGE (OFCI)WALL TYPE ST1

SSD (OFCI)WALL TYPE VP1ASE TYPE SS3WALL TYPE ST1 FURNITURE (N.I.C.) FOR REFERENCE ONLY

PLANTER

1A0602 F.1,4.3E.5, 4.4

2A0602

05A0723

4A0601

GLAING SYSTEM TYPE GL1WITH SUPPORT SYSTEM GL2

WALL TYPE VP1

ASE TYPE SS3

UILT IN ENCH WALL TYPE VP1

ASE TYPE SS3 AUTOMATIC SLIDING DOORSYSTEM REFER TO DOORSCHEDULE

PODIUM AND WEIGHT PLATFORM OWNER PROVIDED, G.C.INSTALLED, G.C. TO PROVIDE AND COORDINATE ALLPOWER AV AT THESE LOCATIONS

FUTURE PODIUM LOCATIONS

8 6" A.F.F.

0" A.F.F.

9 0" A.F.F.LIGHTING FIXTURE REFER TO MEP LIGHTING FIXTURE REFER TO MEP

05A0723

86

"

311 5/8" 311 3/4" 311 3/4" 311 3/4" 311 3/4" 311 3/4" 311 5/8"

280"

71

1 3/

4"

GLAING SYSTEM TYPE GL1 WITHSUPPORT SYSTEM TYPE GL2

WALL TYPE VP 1

WALL ASE SS3

8 6" A.F.F.

0" A.F.F.

2A0601

3A0601

WALL TYPE ST1

ASE TYPE SS3

WALL TYPE ST1

ASE TYPE SS2


8 6" A.F.F.

0" A.F.F.

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INTERIOR ELEVATIONS


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Dallas, TX 75202T: 214.748.2000F: 214.653.8281

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C O R G A N

1/4" 10"2 Section 2

1/4" 10"3 WALL SECTION PRECISION CLOUD

1/4" 10"1 Elevation 6 a 1/4" 10"4 Section 4

REVISIONS

NOTE: ID ALTERNATE 1 G.C. TO PROVIDE PRICING FORINSTALLING WALL TYPE ST2 WITH WALL TYPE ST3 AT ALLAREAS CURRENTLY SHOWN AS WAKK TYPE ST1 REFERFINISH SCHEDULE




PLASTER ON 5/8" GYP. BOARD, FINISH LEVEL 4,SUBSTRATE AS SCHEDULED

"F" REVEAL

1/2" SOLID SURFACE ON 3/4" PLYWOOD, COLORTO MATCH PT2

2"X6" WOOD BLOCKING

1/2"

GAP FOR EXPANSION/ CONTRACTIONCORK FILL

3/4" WOOD FLOORING (WT1)

3" HIGH DENSITY FOAM, LEATHER

2'0"

1 1/

2"1

1/2"

1'6

"

1 1/2"

PLASTER (VP1)

5/8" GYP. BOARD

GAP MIN.1/2"

STAINLESS STEEL BASE(SS2) WITH INTRINSICLEDGE FOR GYP. BOARDAND PLASTER FINISHMECHANICALLY FASTENEDTO WOOD SHIM

WOOD SHIM ASREQUIRED

WOOD FLOORING (WF1)

EXISTING CONCRETESLAB TO REMAIN

7"

5/8"

1/4"

BOX BEAM TO SUPPORT BUTTGLAZING SYSTEM TIE BACKTO BUILDING STRUCTURE

GYP. BOARD CEILING SYSTEM

"F" REVEAL MOULDING PAINT TO MATCH CEILING

GLAZING SYSTEM TOPSUPPORT CHANNEL RECESSED

BUTT GLAZING/LED BACKLIT SYSTEMLAMINATED GLASS (1/2"0 WITHGRAPHIC PRINTED AT INNER LAYERBACK LIT LED PANELS MOUNTEDBEHIND LAMINATED GLASS WITHDIFFUSER

WOOD FLOORING

CORK STRIP TO ALLOWFOR WOOD EXPANSION

GLAZING SYSTEM BOTTOMSUPPORT CHANNEL

WOOD SHIM AS REQUIRED

GAP DIMENSION PERMANU. REQUIREMENTS

A.F

.F.

4'0

"

CARPET FLOORING

UNDERLAYMENT

WALL BASE AS SCHEDULED

1/4"

5/8" GYP. BOARD ON 3 5/8"MTL. STUDS @ 16" O.C.

PLASTER AS SCHEDULED

2 LAYERS OF 3/4"MOISTURE RETARDEDPLYWOOD, ALL SIDES

RUBBER SHEETWATERPROOFINGMEMBRANE, ALL SIDES

GALVANIZED MTL.LINER, ALL SIDES

PLANTERA0723

03A0723

04

SOLD SURFACE ON3/4" PLYWOOD

EDGE OF NICHE BEYOND

SOLID SURFACE AT3/4" PLYWOOD

1/4"

3/4" MOISTURERETARDED PLYWOOD

GALVANIZED MTL. LINER

RUBBER SHEETWATERPROOFING MEMBRANE

2 3/8"

3/16

"

2 3/

16"

FASCIA CORNERMOLDING PAINT TOMATCH VP1

PLASTER ON 5/8" GYP. BD.


A.F

.F.

4'0

"1/

2"1/

2"

MO

NIT

OR

DIM

.

TBD

BAS

ED

ON

PLASTER (VP1)

A07238

A07238

Sim

CL

CL

FOR

DIS

PLAY

TO C

.L. O

F SU

PPO

RTS

EXHAUST GRILL

EXHAUST GRILL

1/4" REVEAL

BASE AS SCHEDULED

WOOD FLOORING (WF1)

CORK STRIP TO ALLOW FORWOOD EXPANSION

1/2"

1/2" EDGE OF NICHE BEYOND

7"

1/8" EXTENSION

5/8" GYP. BOARD

PLASTER (VP1)

1/8"

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C O R G A N

1 1/2" 1'0"02 SECTION DETAIL

3" 1'0"06 SECTION DETAIL TRANSITION

1 1/2" 1'0"05 WALL SECTION PRECISION CLOUD 1 1/2" 1'0"01 SECTION DETAIL PLANTER

3" 1'0"03 INTERIOR DETAIL PLANTER


1 1/2" 1'0"7 WALL SECTION DETAIL AT MONITORS

REVISIONS 3" 1'0"8SECTION DETAIL MONITOR NICHE EDGE

PLASTER ON 5/8" GYP. BOARD, FINISH LEVEL 4,SUBSTRATE AS SCHEDULED

"F" REVEAL

1/2" SOLID SURFACE ON 3/4" PLYWOOD, COLORTO MATCH PT2

2"X6" WOOD BLOCKING

1/2"

GAP FOR EXPANSION/ CONTRACTIONCORK FILL

3/4" WOOD FLOORING (WT1)

3" HIGH DENSITY FOAM, LEATHER

2'0"

1 1/

2"1

1/2"

1'6

"

1 1/2"

PLASTER (VP1)

5/8" GYP. BOARD

GAP MIN.1/2"

STAINLESS STEEL BASE(SS2) WITH INTRINSICLEDGE FOR GYP. BOARDAND PLASTER FINISHMECHANICALLY FASTENEDTO WOOD SHIM

WOOD SHIM ASREQUIRED

WOOD FLOORING (WF1)

EXISTING CONCRETESLAB TO REMAIN

7"

5/8"

1/4"

BOX BEAM TO SUPPORT BUTTGLAZING SYSTEM TIE BACKTO BUILDING STRUCTURE

GYP. BOARD CEILING SYSTEM

"F" REVEAL MOULDING PAINT TO MATCH CEILING

GLAZING SYSTEM TOPSUPPORT CHANNEL RECESSED

BUTT GLAZING/LED BACKLIT SYSTEMLAMINATED GLASS (1/2"0 WITHGRAPHIC PRINTED AT INNER LAYERBACK LIT LED PANELS MOUNTEDBEHIND LAMINATED GLASS WITHDIFFUSER

WOOD FLOORING

CORK STRIP TO ALLOWFOR WOOD EXPANSION

GLAZING SYSTEM BOTTOMSUPPORT CHANNEL

WOOD SHIM AS REQUIRED

GAP DIMENSION PERMANU. REQUIREMENTS

A.F

.F.

4'0

"

CARPET FLOORING

UNDERLAYMENT

WALL BASE AS SCHEDULED

1/4"

5/8" GYP. BOARD ON 3 5/8"MTL. STUDS @ 16" O.C.

PLASTER AS SCHEDULED

2 LAYERS OF 3/4"MOISTURE RETARDEDPLYWOOD, ALL SIDES

RUBBER SHEETWATERPROOFINGMEMBRANE, ALL SIDES

GALVANIZED MTL.LINER, ALL SIDES

PLANTERA0723

03A0723

04

SOLD SURFACE ON3/4" PLYWOOD

EDGE OF NICHE BEYOND

SOLID SURFACE AT3/4" PLYWOOD

1/4"


GALVANIZED MTL. LINER

RUBBER SHEETWATERPROOFING MEMBRANE

2 3/8"

3/16

"

2 3/

16"

FASCIA CORNERMOLDING PAINT TOMATCH VP1

PLASTER ON 5/8" GYP. BD.


A.F

.F.

4'0

"1/

2"1/

2"

MO

NIT

OR

DIM

.

TBD

BAS

ED

ON

PLASTER (VP1)

A07238

A07238

Sim

CL

CL

FOR

DIS

PLAY

TO C

.L. O

F SU

PPO

RTS

EXHAUST GRILL

EXHAUST GRILL

1/4" REVEAL

BASE AS SCHEDULED

WOOD FLOORING (WF1)

CORK STRIP TO ALLOW FORWOOD EXPANSION

1/2"

1/2" EDGE OF NICHE BEYOND

7"

1/8" EXTENSION

5/8" GYP. BOARD

PLASTER (VP1)

1/8"

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08/14/1212079.0000

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Ralph Bauer


Dallas, TX 75202T: 214.748.2000F: 214.653.8281

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C O R G A N

1 1/2" 1'0"02 SECTION DETAIL

3" 1'0"06 SECTION DETAIL TRANSITION

1 1/2" 1'0"05 WALL SECTION PRECISION CLOUD 1 1/2" 1'0"01 SECTION DETAIL PLANTER



1 1/2" 1'0"7 WALL SECTION DETAIL AT MONITORS

REVISIONS 3" 1'0"8SECTION DETAIL MONITOR NICHE EDGE

Premium Passenger Check-In American Airlines Flagship

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2A0601

06A0723

3A0601


TV SCREENS (OFCI)


WALL TYPE VP1


SSD (OFCI)

CEILING TYPE CL1

CEILING TYPE CL2



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

WALL BASE TYPE SS3


2A0601

3A0601

WALL TYPE VP1

SSD (OFCI)

CEILING TYPE CL1



WALL TYPE ST 1


WALL BASE TYPE SS3



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

DATEJOB

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ISSUES

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A0602

INTERIOR ELEVATIONS


08/14/1212079.0000

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Ralph Bauer


Dallas, TX 75202T: 214.748.2000F: 214.653.8281

21

3456789

1011

C O R G A N

1/4" 1'0"1 Section 1

1/4" 1'0"2 Section 3

REVISIONS



2A0601

06A0723

3A0601


TV SCREENS (OFCI)


WALL TYPE VP1


SSD (OFCI)

CEILING TYPE CL1

CEILING TYPE CL2



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

WALL BASE TYPE SS3


2A0601

3A0601

WALL TYPE VP1

SSD (OFCI)

CEILING TYPE CL1



WALL TYPE ST 1


WALL BASE TYPE SS3



9' 0" A.F.F.8' 6" A.F.F.

0" A.F.F.

DATEJOB

SHEET



ISSUES

8/10

/201

2 11

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C:\R

evit_

Use

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gory

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A0602

INTERIOR ELEVATIONS


08/14/1212079.0000

A06

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Ralph Bauer


Dallas, TX 75202T: 214.748.2000F: 214.653.8281

21

3456789

1011

C O R G A N

1/4" 1'0"1 Section 1

1/4" 1'0"2 Section 3

REVISIONS




signature lighting detail

photographs courtesy of : Selso Garcia


Sky Harbor Phoenix Sky Harbor International Airport: Terminal Three 2013

Client: Phoenix Sky Harbor International Airport Location: Phoenix, AZDuration: 2 weeksCurrent Phase: Design Competition, In ProcessPrograms Used: Auto CAD, 3DS Max, Photoshop, Illustrator, Indesign

Responsibilities: Researching innovative materials and sustainability efforts, coneptual collaging and initial conceptual design, 3D modeling, post production imagery, attending design meetings

42

ilLOOMinatedTriangle Shirtwaist Factory Fire Memorial Design Competition 2013

Outside Washington Place, pedestrians stroll by talking with each other; the interior abuzz with research. Activity is continuous but the building will forever be remembered for a tragedy: the Triangle Shirtwaist Factory Fire.As pedestrians walk next to Washington Place, attention will turn from cell phones and discussions to the memorial draping Washington Place. Rigid banners float down the façade as if they are strings on a loom. The ribbons are composed of perforated metal that twists down to the pedestrian level. Anchoring each banner is a bulb of light, representative of each life lost in the tragedy. Embedded LEDs enables each bulb to emit a victim’s name down to street level, creating a personal moment of discovery.The memorial itself is more than just a dynamic louver system but is also symbolic of each victim. Each ribbon casades down to the street level, but the ribbon itself is thinned dramatically at the eighth floor, indicative of the location where the fire started. A diverse group of men and women lost their lives and this diversity is represented in the subtle twist of the ribbon, the angle indicative of the home country of the victim. The height from the street level is representative of the age of the person; the closer the ribbon is to the ground, the younger the person, culminating with a lit bulb representative of the spirit of each life that lives on in memory.

Competition Team Members: Scott Gorenc, Wes Mao, Gabriel Oros, and Beth SteinbauerLocation: NYU Campus New York City, NY Current Phase: Design Competition, Submitted Programs Used: Auto CAD, 3DS Max, Maya, Photoshop, Illustrator, Indesign, Revit

44

Competition Entry iLOOMinated

Washington Place elevation Greene Street elevation

one requirement of the competi-tion was that each name be displayed one the memorial in some way. Because there was a height restriction as to how low the design could be on the facade, having the names projected in order to be read not only allows the names to be easily visible, but creates an intimate moment between the visitor and the memorial itself.

As population increases at an exponential rate, the cores of urban centers will be overwhelmed, ground level population will swell, infrastructure will be inundated, leaving the surface level overrun with a dangerous population of destitute citi-zens, leaving behind the thick haze of pollution.There has always been a schism between the have and the have-nots, but soon, the 1% will seek to regain luxurious and exclusive lifestyle that their gated communities used to provide them. With the need for security and space being tantamount for these new communes, the only place for them to exist is the sky. The communes, returning to the urban core, latch onto existing, secure infrastructure. Moving beyond renovation, these forms create a brand new habitat for the wealthy to occupy and detach themselves from the general populace. These communities, much like gated communities of the past, will exist independent of the inhabitants around them, yet remain a part of them.Construction happens in organic phases. First, a building will be removed of its non-essential architecture to provide a fresh void allowing for new growth. Second, the existing envelope will evolve gradually to help accommodate the new program. Finally, new construction will grow organically over its host, consuming the structural resources available. The sky is the only real estate unclaimed in a world where all other resources are expended, the organic structure succeeding at its ultimate goal of providing security and possibility of expansion in a world full of uncertainty.

Competition Team Members: Scott Gorenc, Wes Mao, Gabriel Oros, and Beth SteinbauerCurrent Phase: Design Competition, Submitted Programs Used: Auto CAD, 3DS Max, Maya, Photoshop, Illustrator, Indesign, Revit

reFORMeVolo Skyscraper Competition 2013

48

public forums and community spaces

high density residential

low density residential

phase 0a building is selected to contain a community

phase 1a building is removed of it's non-essential architecture to provide a fresh void allowing for new growth

phase 2a building is removed of it's non-essential architecture to provide a fresh void allowing for new growth

Coring Forming Emergent

phase 3new construction will grow organically over its host, consuming the structural resources available and projecting out over the environment

Competition Entry reFORM

DetailsHome Decor Boutique 2013

Client: Details BoutiqueLocation: Borger, TexasCurrent Phase: Printing and PackagingPrograms Used: Photoshop, Illustrator

Responsibilities: Initial conceptual design, working with client , preparing drawings, post production imagery

52

North Boston CrossingUrban Design Studio Fall 2009

The city of Boston fosters urbanity, yet despite the efforts to promote pedestrian interaction along the Greenway, parcel six remains dominated by vehicular traffic. Located at the entry and exit tunnels to the submerged highway, parcel six imparts many challenges to providing pedestrian access throughout the site above and vehicular acces to the highway below. In a collaborative proposal with Dane Zeiler, the de-sign of the North Boston Crossing entertainment center pro-posal evolves from the hybridization of the city fabric and the greenway parcels, resulting in an open-air organic structure. The design reserves space for the Boston History Museum, while also incorporating multiple levels of retail, exercise and dancing facilities, restaurants, night clubs, and other enter-tainment venues. This project was submitted for the Urban Design studio at Oklahoma State University.

54

Kickboxing studio

North Boston Crossing | Fall 2009

Ampitheater

Retail Boston History MuseumDance studio

Club

Theater

Living Wall


Boston History Museum

Entertainment Offices

Heritage Gallery

Sports Gallery

Entry

Local Art gallery

Club Exotic

Experience Theater

Kickboxing Studio

Theater Reception

Dancing StudioIntrigue Restaurant

Retail

Club Roof Deck


Elevation 1


Perch: Contemporary Facade DesignGraduate Elective Fall 2010

In a seminar led by Professor Mark Simmons of the façade consulting practice Front, Inc., the students were challenged to design a façade that responds to progres-sive explorations within the field. The concept of kinetic architecture, physically controlling and changing its own environment, is very intriguing as a field of investigation and research. This proposal was attempts to capture the inherent animalistic characteristics of kinetic architecture by designing a parasitic facade that perches itself upon an empty rooftop in Soho. The design envelops a small exterior art gallery and entertainment space above, while interacting with the existing facade and residential spaces below. When in the open position, the diamond panels function as horizontal cantilevered sun canopies. When in the closed position, the elements allow light to penetrate into the gallery through small perforations in each aluminum panel. However, these beginning and end stages are more importantly characterized by the carefully choreographed movement en route to each state, a harmonious effect created by smooth motors that accelerate gradually up the structural railing system and come to a halt gently, allowing the façade to delicately flutter up the building in a series of orchestrated slides; the movements of which are depen-dent on daylighting requirements. Opening and closing the apertures along both the south and west façades allow for the filtering and control of the intensity of exterior daylight, simultaneously creating multiple levels of transparency, all within one façade.

64

Exterior Structure Kinetic Façade

Existing Site Interior Structure

Façade Attachment Detail 2

Façade Attachment Detail 1

Contemporary Facade Design | Spring 2011

Degrees of Rotation

0:90

18˚

0:22 0:45 0:670:0

36˚ 45˚ 54˚ 72˚ 90˚0˚

Min:Sec

Contemporary Facade Design | Spring 2011

Zero All DataGraduate Design Studio Fall 2010

With the laws of nature surreptitiously disregarded by society’s ignorance, traces of past civilization upon this bar-ren land left nothing but the absence of life. Nothing was able to evolve with expedited defense mechanisms against these harmful substances. Efforts calling for restoration proved inconceivable given the harsh landscape condi-tions- the deep canyon being an impossible landform to sustain urban typicality. Extreme conditions call for extreme measures. The premise of the Zero All Data studio explora-tion, with Professor Hani Rashid, was to examine extreme landscape conditions and speculate on the parameters and nuances of potential city spaces. As a collaborative effort with Jia Xin Chum, a narrative developed suggesting abnormal levels of cultural neglegence, resulting in toxic conditions. The prototypical Aerostalactitic City allows for inhabitation through minimal intrusion over the landscape, while providing land rehabilitation. The mass rapid transit system traverses the cityscape within the structural web- literally supporting all urban unit types that make a functional city, as well as being a figurative structure which binds the urban fabric, connecting all urban and natural elements through the creation of an artificial datum. Rather than ascending, one descends to their next destination. Windcatchers deflect cool gusts of air into the canyon, facilitating energy generation through convection- harness-ing residual mechanical heat released from the ventilation outlets that puncture the outer shell of each unit type. These vents maintain an atmospheric equilibrium through reciprocal exchange of hot and cold air between nature and the artifice. Aerodynamically designed, the aggrega-tion of units that compose the "skyline" direct the powerful gales efficiently towards the tip of the groundscraper at the canyon’s critical depth, where energy generation is at its peak. The green spaces within the city are regenerated wilderness raised from the site of current rehabilitation, left on its own to blossom and wilt at the wills of nature while reiterating the need to value what was once lost.

Physical Model: 3-Axis Mill on MDF

70

Zero All Data | Fall 2010

Nucleic Programmatic Template

Windcatchers

Groundscrapers Type 02

Groundscrapers Type 01

Constructed Wetlands

Habitation Units

Parks and Plazas

Structure

External Structure

Filters greywater and recycles water into city system using natural filtration processes

Habitation Units and Groundscrapers

Water Downtower

Windcatchers

Solar Updraft Tower

Constructed Wetlands Wastewater Treatment

Provides residential, commercial and communal spaces

Draws water from streams within canyon

Recieves wind draft from above canyon and disrupts air movement to enable optimum energy generation using solar updraft tower

Generates electrical currents through the movement of heated air within canyon

Spans across canyon using talons at both ends with the intention of minimally impacting the earth

Solar Updraft Tower Water Downtower

Zero All Data Fall 2010

Wind Analysis

Physical Model: 3-D Print and Laser Cut Plexi-Glass


corporate focus consumer focus

23

27

34

46

67

27

21

33

30

31

74

IBM Pilot Head O�ce Portsmouth, UK

1970-1971

Willis Faber and Dumas Headquarters Ipswich, UK

1971-1975

Stockely Park O�ces Uxbridge, UK

1987-1989

Bloomberg Headquarters, 50 Finsbury SquareLondon, UK1997-2000

Asprey StoreNew York, NY

2002-2004

Banco Ciudad Corporation O�cesBuenos Aires, Argentina

2010

Electronics Arts European HeadquartersChertsey, UK

1997-2000

Hearst TowerNew York, NY

2000-2006

Renault Distribution CenterSwindon, UK

1980-1982

Centrica, Scottish Gas HeadquartersEdinburgh, UK

2001-2003

Apple Inc HeadquartersCupertino, CA

2011

48 months 48 months

12 months

36 monthsSteve Jobs leaves

132 monthsSteve Jobs returns

24 months

24 months

180 months

84 months

48 months

12 months

72 months

72 months

48 months

24 months

12 months

192 months

�rst attempt never hit the market

144 months

11 months

11 months 240 months

120 months

60 months

11 months

8 months

6 months

1976 1980 19841977 1983 1985 1987 1990 1992 1995 1997 1998 2000 2002 2004 2006 2008 2010

1986 1988 1989 1991 1993 1994 1996 1997 1999 2001 2003 2005 2007 2009 2011

retail stores built per year

Foster and Apple

1976

1976-1998

1998-2007

Hong Kong and Shanghai Bank HeadquartersHong Kong 1979-1986

Commerzbank HeadquartersFrankfurt, Germany

1991-1997

from Apple Computers

Inc. to Apple Inc.

2007-present

Apple Product and Foster Design Timeline Integration

Cyclical Obsolescence

Thesis Advisor: Paul Lewis

An obsolete building is useless; resulting from the direct advo-cacy of business interests and the indirect influence of cultural norms and preferences. While rapid renewal and disposal of consumer goods creates a direct association between the profitability of a product and its planned obsolescence, it is assumed that durability, flexibility, and neutrality are always positive attributes in architectural propositions. However, architecture encompasses enumerable lifecycles that must be consistently updated to avoid expedited abandonment and de-molition in pursuit of the new, creating the urgency to facilitate constant change. Given the accelerated transition in consumer technologies and the lifestyles they engender, it is imperative to develop new models of flexible space that respond to the current culture of obsolescence. Rather than advocating the timeless form of classicism, unaf-fected by change, or the universal space of modernism that accommodates change through neutrality, this thesis proposes a cyclical obsolescence, designed to be successful in its own misbehavior; a perpetual misalignment between building and program where each dissolves and regenerates the other to create a new state of anti-permanence.

The architectural model most invested in reconciling the con-flicting desires for timelessness and newness is the corporate headquarters. Previous configurations assume a sense of permanence to achieve communicative power as an identity; however, as corporations become globally competitive, a more diachronic image is critical, making prior synchronic models outdated. Corporations often use architecture to embody their unique identity, with both the modernist neutrality of the 1950s and 60s and the High-Tech architecture of the 1970s evolving as standard resolutions to express novel business practices.

The persistence of this approach is most clearly articulated in the Norman Foster proposal of a new corporate headquarters for Apple, a globally valued company whose aggressive model of planned product obsolescence, consumer-driven design, and personal mobility is intrinsic to its corporate identity.

Apple has been instrumental in developing the current transi-tory consumer culture through its industrial products by imple-menting a new model of technology transformation, rendering its own products obsolete every 4.5 months as opposed to the current product obsolescence rate of 18 months. However, as a method to achieve perpetual creativity, Apple employs, termi-nates, and internally cycles employees through different design departments every 18 months; a pertinent timeframe that juxtaposes the usefulness of both employees and the industrial products they design. In addition, Apple specifically relates appearance, a promise for new experiences and consistant innovation to its core brand values, therefore re-establishing its brand identity every 7 years, using its architectural image to invoke a sense of continuity as the value of the brand changes over time.

Likewise Foster, the most prolific designer of High-Tech corpo-rate architecture, uses systematic obsolescence instrumentally by projecting architectural systems to the forefront, synthesizing the image of technology with timeless form and neutral interior space. Foster establishes a response to consumer desires by implementing flexible and adaptable spaces in accordance with the change of utility over time.

As architecture becomes more instrumental to Apple’s corporate identity, it is critical that the new Apple Corporate Headquarters assume a new temporality that reflects constant change over time, creating the opportunity to reconsider architectural permanence and usefulness by choreographing cyclical obsolescence as the spatial and visual experience. Understanding the definitive ideologies for facilitating change developed by both Apple and Foster, this proposal synthesizes Apple’s own model of obsolescence with expedited life cycles of architectural systems and spatial configuration. Exploiting Apple’s self-induced employee turnover and product obsoles-cence rates, these timeframes become generators of a new office utility gradient that redefines working practices in parallel to changing technologies through spatial, programmatic, and material reconfiguration of the corporate headquarters.

Graduate Thesis Design Studio Fall 2011

Thesis Design Professor: Liz Diller

86

Symbols of Space and Time

Cities

Surveillance

Perfection

Progressive Conceptual Models

Movement

Viewing

Branding

Cénotaphe de Newton Geodesic Structure Tensile Structure Cloud CitiesGeodesic Dome

Erbil, Iraq Sun City, Arizona Brondby, Copenhagen China

Lunatic Asylum Panopticon National Assembly of Dhaka Hôtel-DieuTower of Silence

Communication Luxury LifestylePreference

Aztec Calendar Chartes Cathedral Labyrinth Circle of Magic Chinese Fire PhasesGreat Altar of Heaven

MediaTemple of Tholos The Tempietto The Church of Santa ConstanzaPantheonPantheon

Fortified City Suburban Development Housing Development ToulouQoy Quirilg'an Qala Villa Girasole Dymaxion House Suite Vollard Dynamic Tower

Hirshhorn Museum The Reichstag Danish Pavillion Mercedes-Benz Museum

The Space Needle

Solomon R. Guggenheim Museum

beginning of Apple19762011

1984

1990

1993

1995

1999

2001

2007

era of one product

beginning of multiple products

segmenting and targeting

education

corporation

overlap of users

convergence

lifestyle

patterned image re-evalutation

consumer loyalty

velocity of product obsolescence (months)

50

0

highest oppertunity for design intervention

year 22

year 18

annual technology updates

bi-weekly lawn maintenaince

18 month departmental shifts

2010 vacancy rate in Cupertino o�ces

5 year facade maintenance

10 year complete change in occupancy due to excess or lack of square footage

removing/breakdown of large programmatic componentsbeginning of decline

beginning life of building

end of useful life

cost of physical repairs doubles property value

demolitionrebuild

life cycle of the 30 year imagecomputer aided design introduced

1920s

1940s

1960s

assembly line production used in architecture

1980shigh velocity of obsolescence gained over space and time due to rapid growth of com-puter aided design

20th century19002011

stone structure in o�ce architecture made obsolete by proliferation of steel construction techniqueschanges how the organization of a building is spatially conceived

speed of production with prefabrication makes previous modes of slower manufacturing obsoletealters the speed of building productionintroduces the concept of stylistic obsolescence

20.4 % vacancy rate in average Cupertino o�ce creates pockets of vacancy

�xed circulation routestoo little or too much square footage causes companies to move or rebuild

�xed ceiling heights constrain space and expansion

large areas dedicated to singular program

�xed bay width and structural elements

2006-2011 2011-2018 2018-future

Linear Distribution of Neutral Spaces with Singular Exterior Image Linear Distribution of Neutral Spaces Assuming the Timeless form of a Circle with Singular Exterior Image

Linear Distribution of Programmatic Spaces Assuming the Timeless form of a Circle with Multiple Exterior Images, Pro-ducing Perpetual Neutrality through Constant Change

Cyclical Obsolescence | Fall 2011

0 months

Lounge

Lab

Cafe

Fitness

4.5 months 9 months 13.5 months 18 months 18

13.5

9

4.5

0

Upper Level Expansion Space

Roof

Exfoliating Movement Skins

Floor Plate 1: Clockwise Rotation

Floor Plate 2: Static Structural Center

Floor Plate 3: Counter-Clockwise Rotation

Machine Housing

Inner Race

Outer Race

Dual Directional Roller Bearings

Structural Rails for Tracking System

Interior Exfoliation Rails

Permanent Walls

Exterior Regeneration Rails

Exfoliated Skins

Programmatic Redistribution as a Result of Rotation


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Group Work

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Cell

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Open Plan

Conference

Team

Group Work

Meeting

Cell

0 months

4.5 months

9 months

Programmatic Redistribution as a Result of Exfoliation


396’407’

418’429’

440’451’

462’473’

484’495’

506’517’

528’539’

550’561’

572’583’594’

605’616’

638’649’660’671’682’693’704’715’726’737’748’759’

18 m

onth

s

13.5 months

9 months

4.5 months

0 months90 months

22.5

mon

ths

27 m

onth

s

36 months18 months0 months

100%inside insideexfoliating insideoutside exfoliating insideoutside exfoliating insideoutside entering insideoutside

90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%

54 months 72 months 90 months



90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%

54 months 72 months 90 months0 months

18 months

9 months9 monthsCyclical Obsolescence | Fall 2011

869’88

0’891’90

2’913’92

4’935’94

6’957’96

8’979’99

0’1001

’

1012

’

1023

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1034

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1045

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1056

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1111

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1155

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1177

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1188

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1199

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1210

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9 months

9 months

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18 m

onths

22.5

mon

ths

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onth

s

36 months

40.5 months



90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%




90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%


36 months

54 months

18 months 18 monthsCyclical Obsolescence | Fall 2011

1837’

1848’

1859’

1870’

1881’

1892’

1903’1914’1925’

1936’1947’1958’1969’1980’1991’2002’2013’2024’2035’2046’2057’2068’2079’2090’2101’

27 months

31.5 months

36 months

40.5 months

45 months

49.5 months

54 months



90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%




90%10% 40%50% 10% 30%60% 10% 50%25% 25% 75%25%

54 months 72 months 90 months90 months

72 months

36 months36 monthsCyclical Obsolescence | Fall 2011

Lower Level Potential Expansion Space Exterior Tracking System

Upper Level Rotational Expansion Space

Static Center Regenerating Rails Rotating Floor Plates Core Vertical Circulation Underground ParkingClockwise Movement

Static Central CoreCounter-Clockwise Movement


Physical Model: 3-Axis Mill on MDF, 3-D Print, and Laser Cut Plexi-Glass with internal rotating motor


recent work 2013

Documents

design phases

international airport

design studio critique

schematic design proposals

student questions arch

boutique luxury retail

critiqued student designs

construction documentation