patrick knight
PORTFOLIO 2015
contents: BRR ARCHITECTURE
5
VALODE & PISTRE ARCHITECTES
13
UNIVERSITY COURSEWORK
19
INDEPENDENT WORK
33
SKETCHES
35
PHOTOGRAPHY
37
4
AMC SHOPS AT RIVERSIDE - HACKENSACK, NJ
5 SHEET NOTES
2.
130 A
3.
VAULT
COUNT
OFFICE
130A
130
129
amc theatres ARCHITECT OF RECORD: JAMES A. HAILEY
1.
130A A
MAXIMUM SLOPE OF ALL RAMPS SHALL BE 1:12 (8.3%). CROSS SLOPE OF ALL RAMP SURFACES SHALL BE NO GREATER THAN 1:50 (2%). MAXIMUM LENGTH OF ALL RAMP RUNS BETWEEN LANDINGS SHALL NOT EXCEED 30'-0". RECLINERS TO BE MOUNTED ON FLAT AND LEVEL SURFACE SKIM COAT AND PREP WALLS AT LOCATIONS OF REMOVED WALL CARPET AS REQUIRED TO RECEIVE NEW PAINT.
BRR ARCHITECTURE
LEGEND 54" AUDITORIUM PAIR OF SEATS
AUDITORIUM #10
58" AUDITORIUM PAIR OF SEATS
410
REF 1-A410
34" AUDITORIUM SINGLE SEAT
ROCKER SEAT
ENLARGED COUNT ROOM FLOOR PLAN
*3'-0" x 4'-0" ACCESSIBLE SPACE
11.5" CONVENIENCE TABLE
KEYNOTES
115
1. 2. 3. 4. 5. 6. 7.
STORAGE 114
STORAGE 115
8. 9. 10. 11. 12. 13. 14.
STORAGE
SERVICE BAR
113
112
SERVICE CORRIDOR 111
15.
VAULT
16.
130A
FREESTYLE STORAGE 110
17. 18. 19.
COUNT 130
FREESTYLE
MACGUFFINS
104
20. 21. 22. 23. 24. 25.
OFFICE
105
129 2 A102
26. 27. 28.
411 A
29. 30. 31. 32. 33. 34. 35.
LOBBY 101 418 A
4 A106
412 A 413 A
STORAGE 109
BOX OFFICE
3 A106 417 A
102
414 A 134 A
416 A
VESTEBULE 103
415 A 135 A
1 A105
1
FLOOR PLAN 3/32"=1'-0"
CASEWORK, REF FS SERIES INFILL PORTION OF WALL, MATERIALS & FINISHES TO MATCH ADJACENT SIGNAGE, REF WF SERIES EQUIPMENT TO REMAIN BENCH, REF PROCUREMENT SCHEDULE NEW WALLS TO ALIGN WITH EXISTING WALLS STAINLESS STEEL BACKSPLASH BEHIND HOOD. COORDINATE WITH K-SERIES DRAWINGS. RELOCATED ILLUMINATED POSTER CASE NEW ILLUMINATED POSTER CASE LEVEL 5 GLOSS FINISH BEHIND VINYL GRAPHIC NOT USED NOT USED NOT USED TOILET PARTITIONS - CENTER PARTITIONS BETWEEN EXISTING TOILET FIXTURES UNO. REF FIXTURE HEIGHTS AND CLEARANCES DIAGRAM COUNTERTOP WITH FAUCET UNDERMOUNT SINKS REF PLUMBING 36"X72" MIRROR SUPPORTED WITH J-CHANNELS AND MASTIC HAND DRYER SANITARY DISPENSER COMBINATION TOILET PAPER UNIT, REF FIXTURE HEIGHTS AND CLEARANCES DIAGRAM 36" GRAB BAR 42" GRAB BAR 18" VERTICAL GRAB BAR DIAPER CHANGING STATION 2'-0" URINAL SCREEN AMBULATORY STALL - REF FIXTURES HEIGHTS AND CLEARANCES DIAGRAM COMBINATION PAPER TOWEL DISPENSER / WASTE RECEPTACLE NOT USED 24" X 48" MIRROR SUPPORTED WITH J-CHANNEL AND MASTIC LAVATORY MOUNTED SOAP DISPENSER, REF 8-A501 AUTOMATED BOX OFFICE LCD DISPLAY MONITOR LOBBY ENTERTAINMENT MONITOR RELOCATED LOBBY ENTERTAINMENT MONITOR NOT USED PROVIDE TRUCK ACCESS FOR RTI OIL TANKS. COORDINATE FINAL LOCATION WITH ARCHITECT.
THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.
*ALL SEATS LOCATED NEXT TO ACCESSIBLE SPACES TO HAVE MOVABLE ARMS ADJACENT TO ACCESSIBLE SPACE
BEER STORAGE
PROJECT NUMBER: 62800144
*5'-6" X 4'-0" ACCESSIBLE SPACE 12" CONVENIENCE TABLE
DINE-IN THEATRE REMODEL 80 YORKTOWN SHOPPING CENTER LOMBARD, IL 60148
1/4"=1'-0"
AMC RED KITCHEN YORKTOWN 18
2
60" AUDITORIUM PAIR OF SEATS
CONSULTANTS
DESIGNATED AISLE SEAT WITH MOVABLE ARM
129 A
ISSUE BLOCK
CHECKED BY: DRAWN BY:
PRK
During my time at BRR Architecture, I have been involved in the design development, production, and permitting of nearly 30 theatre renovations and a couple new builds. Our studio manages projects from conception to final construction handling all aspects of client and contractor coordination along the way. My responsibilities have included photographing and sketching existing conditions and replicating them digitally, leading small teams in construction document production, independently managing multiple projects simultaneously, and coordinating drawings and details with consultants. With B my help, ourFLOOR team has in the past 2 years PLAN transitioned AREA the'B' document production from AutoCAD to Revit.
KEY PLAN
SHEET:
A102
6
amc theatres
CONTINUED
I worked together with other graphic professionals at the firm to develop presentation standards consistent with the firm’s goals. Results from these efforts have greatly reduced render and production times while increasing the quality and consistency of our imagery. A few examples can be found on these pages.
BOX OFFICE RENDERING - BRONX, NY
CONCESSION RENDERING - JACKSONVILLE, FL
BOX OFFICE RENDERING - NEW YORK CITY
LOBBY RENDERING - OXON HILL, MD
7
EXTERIOR RENDERING - JACKSONVILLE, FL
EXTERIOR OPTION - BRONX, NY
EXTERIOR RENDERING - OXON HILL, MD
FLOOR FINISH PLAN - JACKSONVILLE, FL
8
NIGHT RENDERING
PHOTO DAY EXTERIOR
PHOTO NIGHT EXTERIOR
9
amc esquire 7
PROJECT FOCUS
INTERIOR PHOTO
AMC Esquire, located in St. Louis, was originally constructed in the 1920s and is one of AMC’s oldest. Because of this, special consideration was taken to preserve and showcase the historic nature of the building. My role was in early design and all illustration packages.
LOBBY RENDERING
MAIN CORRIDOR RENDERING
BOX OFFICE PHOTO
11'-0" X 7'-6" 15 TON LGC180H2BS2G 5604M00485
RTU #2 LENNOX MODEL SERIAL
11'-0" X 7'-6" 15 TON LGC180H2BS2G 5604M00484
RTU #3 LENNOX MODEL SERIAL
7'-2" X 3'-9" 4 TON LGA048H2BS3G NOT VERIFIED
A1.dwg
PRK
1 NORTH CROSS BRACING
SUITE 50613
21'-3 1/2"
DECK JOIST
17'-11 3/4"
ROOF DRAIN LEADER
19'-4 5/8"
1/16" = 1'-0"
STOREFRONT ELEVATION
STOREFRONT EIFS
2
FACE BRICK
JOIST
27'-9"
NOT TO SCALE
RTU 3
5'-7"
6"X6" COLUMN
TENANT
18'-0"
3'-4"
A1
33'-11"
A1
DRINKING FOUNTAINS
7'-10"
1/16" = 1'-0"
27'-11" 44'-83 4"
3 METAL AWNING
3/32" = 1'-0"
12'-8"
PRK
BO DECK
RTU #1 LENNOX MODEL SERIAL
FLOOR PLAN
1'-1"
PROJECT NUMBER: 30002016
MOP SINK
CHECKED BY: RMM
ELECTRICAL PANEL 3
17'-9"
DATE: 11/10/2014
BO STRUC
1
NORTH
4
A1.dwg
3'-0"
ELECTRICAL PANEL 2
15'-8"
NORTH
BLN
48'-7"
7'-2"
NOT TO SCALE
FILE NAME: A1
1'-8"
OVERHEAD DOOR
ELECTRICAL SERVICE 3 A: 225A MAXIMUM V: 208Y/120
TENANT
4'-2" 3'-0"
ELECTRICAL PANEL 1
ELECTRICAL SERVICE 2 A: 225A MAXIMUM V: 208Y/120
DRAWN BY: ZDR
16'-11"
ELECTRICAL SERVICE 1 A: 600A MAXIMUM V: 480Y/277
KEY PLAN
NORTH
2
8" x8" COLUMN
16'-93 4"
BRICK AND BLOCK COLUMN 50613
STOREFRONT
METAL COPING
EIFS
BRICK
2'-83 4"
EIFS CORNICE
1" 5'-32
4-A1
FACE BRICK
2'-93 8"
12'-0"
4
1" 3'-34
KEY PLAN
7'-0"x3'-9", 5 TON TGA060S2DS1Y 5068E1891
ELECTRICAL SERVICE PANEL C A: 200 MAXIMUM V: 208Y/120VAC
TENANT
RTU #3 LENNOX MODEL SERIAL
SPLIT FACE CMU
7'-0"x3'-9", 5 TON TGA060S2DS1Y 5608D16027
ELECTRICAL SERVICE PANEL B A: 200 MAXIMUM V: 208Y/120VAC
METAL COPING
RTU #2 LENNOX MODEL SERIAL
EIFS CORNICE
19'-55" 8
FACE BRICK
1" 19'-64
14'-11"
7'-0"x3'-9", 6 TON TGA072S2BM1Y 5608B06253
ELECTRICAL SERVICE PANEL A A: 200 MAXIMUM V: 208Y/120VAC
STONEBRIDGE VILLAGE FLOWERY BRANCH, GA
9'-8"
RTU #1 LENNOX MODEL SERIAL
LEASE OUTLINE DRAWING SUITE D401
1/16" = 1'-0"
FLOOR PLAN
17'-6 1/2"
STOREFRONT ELEVATION
METAL AWNING
A1.dwg
SPLIT FACE CMU
RM
FILE NAME:
PROJECT NUMBER: 30000288
CHECKED BY:
6'-8"
DRAWN BY: PLW
7'-2"
4
BLN
3'-93 8"
17'-6 1/2"
3'-4"
6'-8"
DATE: 10/16/2013
6'-75 8"
1/16" = 1'-0"
7" 27'-68
3'-4"
7'-2"
STOREFRONT ELEVATION
1" 8'-22
27'-9"
3'-4"
A1
7" 18'-88
27'-6 1/2"
A1
10
KEY PLAN NOT TO SCALE
B.O. DECK = 16'-8"
BO STRUC
6"X6" COLUMN
KEY PLAN NOT TO SCALE
NORTH
RTU 1
28'-0" 24'-0"
22'-4"
TILE
22'-4"
17'-10"
BO STRUC
EIFS
FABRIC AWNING
6"X6" COLUMN
20'-4"
26'-4" METAL COPING
8" x 8" COLUMN
23'-6"
EIFS BRICK
METAL CANOPY
9'-9" LIGHT FIXTURE
3456
16'-1"
SUITE 113 10,136 SF
STOREFRONT STONE
20'-4"
3'-13 4" 0'-0"
BO DECK
8'-0"
SUITE 3456 2,628 SF
1'-4"
SUITE 3456
SHOPPES AT NORTH VILLAGE ST. JOSEPH,MO
17'-1"
3
B.O. STRUCTURE = 13'-11 1/2"
LEASE OUTLINE DRAWING SUITE 113
RTU 2
1" 6'-112
23'-10"
8" x 8" COLUMN
68'-8" 2'-4"
9'-9"
8'-4"
10'-11"
6'-0"
10'-11"
8'-4"
9'-9"
2'-4"
2'-11"
15'-3"
3'-0"
5'-2"
3'-0"
0'-0" LIGHT FIXTURE
2
FLOOR PLAN
22'-4 3/4"
20'-2 1/2"
2'-33" 4
16'-9 1/2"
KEY PLAN
3
STOREFRONT ELEVATION 1/16" = 1'-0"
3'-4"
2'-10"
9'-111 2"
11'-01 4"
19'-23 4"
14'-93 4"
13'-33 4"
ELECTRICAL SERVICE PANEL AC A: 225 AMP MAX V: 208Y/120 3 PH 4 W ELECTRICAL SERVICE PANELBOARD MDP A: 1200 AMP MAX V: 208Y/120 3 PH 4 W
3'-21 4"
4'-03 4"
ELECTRICAL SERVICE PANEL F A: 400 AMP MAX V: 208Y/120 3 PH 4 W 4'-8" RTU #1 RHEEM MODEL SERIAL
7'-8" x 4'-9", 15 TON RKKB-A181CM25E 2D6804ADAAF380707534
RTU #2 RHEEM MODEL SERIAL
7'-8" x 4'-9", 10 TON RKKB-A120CM22E 2D6335ADAAF020510450
SUITE 2105 5,807 SF
23'-03 4"
RTU #3 GOODMAN 8'-4" x 5'-2", 7.5 TON MODEL CPG0902103BXXXAA SERIAL 1001653082
3'-1"
ELECTRICAL PANEL A ELECTRICAL PANEL B ELECTRICAL PANEL C
RTU 1
RTU #4 UNKNOWN 5'-0" x 7'-0" MODEL UNKNOWN SERIAL UNKNOWN
12'-03 4"
10'-63 4"
ELECTRICAL PANEL AC ELECTRICAL PANEL MDP
RTU 2 RTU 3
GAS WATER HEATER 100 GAL
RTU 4
ELECTRICAL PANEL F
1" 7'-62
STONE VENEER 4'-8"
2
STOREFRONT ELEVATION 1/8" = 1'-0"
1
4'-111 2"
FLOOR PLAN 3/32" = 1'-0"
39'-1"
NORTH
2
SMALL SAMPLE OF LEASE OUTLINE DRAWINGS COMPLETED
STOREFRONT ELEVATION 1/16" = 1'-0"
NORTH
1
FLOOR PLAN 1/16" = 1'-0"
2
STOREFRONT ELEVATION 1/16" = 1'-0"
NORTH
1
FLOOR PLAN 1/16" = 1'-0"
CHECKED BY: RMM
FILE NAME: A1
DRAWN BY: PRK
NOT TO SCALE
ELECTRICAL SERVICE PANEL C A: 225 AMP MAX V: 208Y/120 3 PH 4 W
1'-11 2"
3'-0"
KEY PLAN
14'-11"
ELECTRICAL SERVICE PANEL B A: 225 AMP MAX V: 208Y/120V 3 PH 4 W
BOTTOM OF DECK
1" 4'-54
3
16'-11 2" ELECTRICAL SERVICE PANEL A A: 225 AMP MAX V: 208Y/120V 3PH 4W
500A
STOREFRONT
PROJECT NUMBER: 30002025
DATE:
EAST ELEVATION
NORTH
NOT TO SCALE
01/21/15
A1
A1 A1.dwg
PROJECT NUMBER: 30002024
01/26/15
11'-1"
3'-8" 20'-4"
4'-71 2"
3'-0"
18'-0"
BLOOMINGTON, IL
SUITE 500A 1,317 SF
9'-11"
1/8" = 1'-0"
LEASE OUTLINE DRAWING 2105 VETERANS PKWY
BOTTOM OF STRUCTURE
NOT TO SCALE
EIFS BRICK EIFS METAL CANOPY
4
CEDAR HILL VILLAGE CEDAR HILL, TX
13'-9"
KEY PLAN
NORTH
LEASE OUTLINE DRAWING SUITE 293
LEASE OUTLINE DRAWING SUITE 500A
ACT
METAL COPING
FLOOR PLAN
1
TENANT
21'-11"
10'-7"
TENANT
1" 8'-74
11'-10"
3
FILE NAME:
ACT
RTU #1 AMERICAN STANDARD 3'-8" X 5'-9" 5 TON MODEL: THC060A3E0A13 SERIAL: 333100078L
22'-2"
DATE:
BOTTOM OF DECK
PROJECT NUMBER: 30000300
A1 15'-5 1/2"
ACT
10'-0"
CHECKED BY: BLN
10'-0" ELECTRICAL PANEL A A: 225 AMPS MAX V: 208Y/120 VOLTS ELECTRICAL PANEL B A: 200 AMPS MAX V: 240Y/125 VOLTS
FILE NAME: A1
ELECTRICAL PANEL B
DRAWN BY: PRK
ELECTRICAL PANEL A
DATE: 12/20/2013
1" 2'-54
1" 6'-42
NORTH
3/16" = 1'-0"
NORTH
1 4'-83 4" 3'-112"
TENANT
STOREFRONT ELEVATION NORTH
1/16" = 1'-0"
CHECKED BY: RMM
1
1" = 10'-0"
DRAWN BY: PRK
STOREFRONT
STOREFRONT ELEVATION
FRESH MARKET CENTER GLEN ELLYN, IL
MASONRY
2
11
DESIGN OPTION FOR STORE ENTRY - ARLINGTON, VA
Within my studio, I was able to apply my skills to a variety of project types. On page 10 you see a small portion of the nearly 100 lease outline drawings I was tasked with producing. These projects were low-budget trips to tenant spaces all over the country which would often require a quick turnaround. Not only was I consistently able to stay well under budget, I also was afforded the opportunity to travel all over the US. Total Wine has been another client which I have produced graphics for. In addition to final renderings and architectural review board submittals, I have also been involved with material research, schematic design, design SCOPE OF WORK development and documentation. • REMOVE BRICK AND TILE AT ENTRANCE •
NEW COLUMN AND HALF-HEIGHT WALL TO THE RIGHT OF EXIT DOORS
•
OVERBUILD NEW ROOF AND FACADE
•
VERTICAL FAUX WOOD METAL PANEL FAÇADE
•
NEW SIGNAGE
•
NEW STOREFRONT SYSTEM
assorted work
BRR ARCHITECTURE
DESIGN OPTION FOR STORE ENTRY - ARLINGTON, VA EXISTING PARAPET TRIM
“LONGBOARD” EXTRUDED ALUMINUM CLADDING. 6” V-GROVE. LIGHT ELM
MODIFIED HIP ROOF TO GABLE ROOF. TRIM AND SHINGLES TO MATCH EXISTING EXISTING CANOPY AND TRIM
EXISTING ASPHALT SHINGLES EXISTING TRIM AND SOFFIT
EXISTING BRICK WALL
BRICK VENEER COLUMN TO MATCH EXISTING BRICK
Proposed Tenant - New building facade Chesterfield, Missouri
KAWNEER TRIFAB 601 - CENTER PLANE GLASS APPLICATION. 6” PREFINISHED BLACK. ALUMINUM STOREFRONT SYSTEM WITH 1” CLEAR INSULATED LOW “E” GLASS. BLACK TO MATCH AUTOMATIC SLIDING DOORS, TYP
EXISTING PARAPET TRIM EXISTING ASPHALT SHINGLES EXISTING TRIM AND SOFFIT
BRICK VENEER INFILL OPENING W/ COLUMN TO MATCH BRICK VENEER TO EXISTING BRICK MATCH EXISTING
EXISTING BRICK WALL
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION - The building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, material availability or final design detailing.
1
5/29/2015
12
skolkovo technopark
VALODE + PISTRE ARCHITECTES
Skolkovo is the realization of a 5 district village to the west of Moscow. Its purpose is to act as a new research capital to draw talent and corporations to Russia. Working alongside international architects such as Herzog & De Meuron, Kazayo Sejima, David Chipperfield, OMA etc, V+P was responsible for coordination of the vast 130,000m² technopark research facilities and planning the residential development within the second district. Coordinating with ARUP, I also helped develop transportation corridors through the district as well as schematic design of the roof and exterior facades.
13
RENDERING BY V+P ARCHITECTES
14
RENDERING BY V+P ARCHITECTES
15 The idea for the roof was to initally to reflect the existing land below on the roof. This evolved into a fragmented green roof with bridges providing interior courtyards below. The facade was fully parametric and easily edited once complete. It was grounded by the laboratory layout within the complex.
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
16
RENDERING BY V+P ARCHITECTES
17
parc d’exposition
VALODE + PISTRE ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
While at V+P, I worked on a sprawling exposition park in El Jadida, Morocco. My role on this project was to design and develop the layout of the streetscape according to the client’s concerns. I also set up the initial Revit model for the project which culminated in the renderings you see. I was able to work on construction documents for a new shopping development in Bordeaux (above left).
18
RENDERING BY V+P ARCHITECTES
19
ste catherine au couer VALODE + PISTRE ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
RENDERING BY V+P ARCHITECTES
Sainte Catherine Au Couer is a shopping development in the heart of historic Bordeaux. Patrons follow the narrow streets in the district to the new square built around a sunken basin meant to evoke an ancient port. The golden “totem” overlooks the plaza. The new construction, though contemporary uses local materials to integrate into the surrounding historic fabric. I worked alongside a team to produce construction documents in Revit.
20
marvin hall addition
2011 UNIVERSITY OF KANSAS
Sitting on one of the tallest points in Kansas, the Addition to the school of Architecture and Design acts as a meeting place for art and archtecture students to learn and collaborate. Replacing a parking lot and a small, student built architecture building, the new building shines on the exterior as a symbol of university pride and cutting edge design which often embody the mindset of the school; whereas the interior of the courtyard is much more pragmatic and intimate utilizing local limestones to mirror the symbolic Marvin Hall. The exterior curved face displays the primary circulation through the space fusing Art and Design with Marvin Hall.
21
SOUTH ENTRANCE
22 1. GREEN ROOF 2. SKYLIGHTS 3. TERRACED SLOPE 4. FRESH AIR INTAKE 5. DOUBLE SKIN FACADE
6. 7. 8. 9.
SOUTH FACADE - PARKING ENTRANCE
8
1 3
METAL SCREEN PANELS POROUS PAVEMENT COURTYARD VEGETATION MINIMAL REDESIGN OF EXISTING STREETSCAPE
5
2
6 9 4 7
SITE PLAN
SHARED PRESENTATION SPACE
COURTYARD
23
VIEW FROM MAIN CAMPUS
The curved double skin to the south is designed to allow for increased airflow over the roof which, by using operable windows, draws air into the space cooling the building naturally. A green roof and gardens insulate every studio keeping them warm in the winter and cool in the summer.
24
chicago opera BB
BB
2010 UNIVERSITY OF KANSAS 14
8
13
7
6
12
5
11
2
3 10
4
AA
AA
AA
9
KEY
8
4
6
7
5
This semester challenged me to design a Level new Entry Lobby world-class opera house for the city of Chicago BB with a grand plaza which would be the culmination of the famous river walk. The building’s form is derived from a study of premier opera houses the world over; the north facade abstracted from a boat’s hull, the south a modern interpretation of the classic Vienna Opera style. Its glass facade faces north allowing for tremendous views of the iconic skyline and plaza from multiple balcony levels and a rooftop restaurant. The rest of the building is wrapped in a semitransparent metal screen which modulates interior light an is intermittently punctuated on the exterior by the light of galleries and studios beyond.
1
Main Bar and Cafe
2
Scene Storage Shop
3
Lift
4
Stage
5
Rehearsal Room
6
Theater Dressing Rooms
7
Individual Dressing Rooms
8
VIP Lounge
3
1 2
Orchestra Seating Level BB
3/64” = 1’-0” N
CHICAGO OPERA HOUSE Gregory I Knight I DeWeese
25
VIEW FROM RIVER WALK
26
SITE DEVELOPMENT AND RIVER WALK
EAST ELEVATION
SOUTH ELEVATION
WEST ELEVATION
27
ROOFTOP RESTAURANT
INTERIOR OF OPERA
BAR ATRIUM
EXPLODED AXONOMETRIC
Spatial planning was crucial to end up with a functional design; therefore, as evidenced in the plans, the room layout changes from strictly regimented in the back of house to accomodate services directly related to production of theatrical performances to a more organic interface on the public face. Guest services are available from nearly every floor allowing easy access for patrons between acts.
28
flow installation
2010 DESIGN + BUILD STUDIO
Flow is the result of multiple studies on the wind and water around an area known as the West Bottoms. The site is constantly windswept and sits behind a levee along the final stretch of river before the Kansas becomes the Missouri. The design you see is a reaction to this pattern of natural forces. Made from reclaimed cedar, the structure is immensely heavy, yet appears light as a feather and due to the moray effect it seems to dance and mingle with the trees across the river.
29
SUNSET VIEW FROM REAR OF STRUCTURE
30
PARTI
EARLY DEVELOPMENT SKETCHES
HISTORIC STOCK YARD EXCHANGE BUILDING BEYOND
PRAIRIE GRASSLAND
BENCH ARTICULATION
31
This was my first experience with an actual client. An aging cattleman and land developer, Bill Haw wanted a project that would be an ephemeral monument to prairie life and a symbol of renewal for the defunct West Bottoms, a flood plain at the confluence of the Kansas and Missouri rivers. Sitting below Downtown Kansas City, the area used to house the Kansas City Stockyards which, in their prime, were only rivaled by Chicago’s.
ROOF ARTICULATION
The form (though solid) is meant to evoke the native prairie grasses which are burned every year. Using mostly unskilled labor, our studio was able to construct each individual piece and place them according to a detailed set of plans also produced by members of our studio. As my first group project, I learned a lot about working alongside a team and using individual strengths in unison to complete the group’s goal.
32
independent work
CHURCH COMPETITION - DIAGRAM
CHURCH COMPETITION - SCHEMATIC ILLUSTRATION
CHURCH COMPETITION - SCHEMATIC ILLUSTRATION
CHURCH COMPETITION - SITE SECTION
33
34
35
i like to sketch
ALL THE TIME
36
37
photography
CLICKS