EW B Evan Wyatt Bliss Architectural Designer Los Angeles, CA
EW B Evan Wyatt Bliss Architectural Designer Los Angeles, CA
0
9230 Robin Drive
1
Private Developer Construction Documents
XTEN Architecture
Hollywood Hills, CA
15,000 Sq. Ft. 2017
This single-family spec house project was commisioned by a design-forward developer based in Los Angeles, with the intent of creating a sleek, luxurious estate overlooking the city basin. Conceived as a bold sculptural residence nestled among the trees, it is strategically anchored on a dramatically sloping plot. A slew of material studies were executed, with the initial concept being that of an angular architecture clad in burnt-and-brushed Shou-Sugi Ban. Further development and study for which I was primarily responsible led to a lighter grey stucco volume with moments of blonde wood and lightly figured stone interspersed. My role in the arc of the project began mid-way through the construction documents phase, resolving material detailing, drainage and edge condition details, a custom elevator system, and a spa and steam room in section.
9230 Robin Drive
overlooking the basin
XTEN Architecture
Hollywood Hills, California
Construction Documents
Second Floor Plan
1. Kitchen 2. Cook’s Kitchen 3. Pantry 4. Family Room 5. Powder Rooms 6. Study 7. Closet 8. Screening Room 9. A/V 10. Bedroom 11. Bathroom 12. Mechanical 13. Dining 14. Foyer 15. Living 16. Garage
Ground Floor Plan, at scale
Basement Plan
XTEN Architecture
9230 Robin Drive
Final Material Palette
Shou Sugi Ban Cladding Option
Hollywood Hills, California
Louver Variation
Medium Wood
Construction Documents
XTEN Architecture
9230 Robin Drive
Gate Study - Wood Slats
Gate Study - Wood Boards
Hollywood Hills, California
Gate Study - Metal Verticals
Construction Documents
Gate Study - Wood Panels
Gate Study - Composite Panels
EQ
XTEN Architecture 9"
9230 Robin Drive
EQ
HEADER FOR CENTER HUNG TOP PIVOT BRACE AS NECESSARY CENTER HUNG TOP PIVOT RECESSED INTO STONE CEILING
4'-8"
5'-1 1/8"
STEAM ROOM
1'-7"
REMOVABLE TILE FOR FLOOR CLOSER ACCESS DOOR RAIL FLOOR MOUNTED DOOR CLOSER 6"
Gym, Spa, & Guest Suite (Rendering by others)
EQ
1
Hollywood Hills, California
Construction Documents 1"
EQ
EQ
11
EQ
WALL SECTION SCALE: 1-1/2" = 1'-0"
HEADER FOR CENTER HUNG TOP PIVOT BRACE AS NECESSARY CENTER HUNG TOP PIVOT RECESSED INTO STONE CEILING
LEVEL 00 F.C. EL. +1012'
10'-4 1/4"
COLD PLUNGE
REMOVABLE TILE FOR FLOOR CLOSER ACCESS
06
100% C
05
PLAN
04
PLAN
03
PLAN
02
PLAN
01
PLAN
00
PLAN
DOOR RAIL FLOOR MOUNTED DOOR CLOSER
EDGE OF POOL
STONE TILE BUILDUP W/ WATERPROOFING 4'-6 7/8"
4'-11 3/8"
WATER LINE
4"
LEVEL 00 F.F. EL. +1003'
2"
6"
10315 Jefferso Culver City, Ca tel (310) 773-4
9"
EQ
9231 KING
OWNER: Plus Developme Tyrone McKillen
4'-6"
CONSULTANTS
John Labib & As 319 Main Street El Segundo, CA
Obando & Assoc 1453 14th Street Santa Monica, C
EQ
11"
INTAKE/FILL AS REQ'D
Irvine Geotechni 145 N. Sierra Ma Pasadena, CA 9
South Coast Eng 5000 N. Parkway Calabasas, CA 9
EQ
EQ
WALL S JACUZ
10 Spa WALL SECTION Section (NTS) SCALE: 1-1/2" = 1'-0"
A40
XTEN Architecture
9230 Robin Drive
Pool Deck Rendering
Hollywood Hills, California
Construction Documents
9230 Robin Drive
Interior Rendering (by others)
XTEN Architecture
Hollywood Hills, California
Construction Documents
0
528 Flores Drive
2
Private Developer Schematic Design
XTEN Architecture
West Hollywood, California
7,900 Sq. Ft. 2017
What more fruitful of a typology in an ever-densifiying Los Angeles than multifamily housing? Charged to translate the consistently poetic sculpturalism of XTEN’s single-family architecture to a condo context, I assisted in conceiving and preparing the schematic design for 528 Flores for presentation to the urban design board of the City of West Hollywood. This involved facade material studies, space planning, drawing, rendering, and understanding and navigating a multitude of considerations and challenges regarding parking.
528 Flores Drive
XTEN Architecture
West Hollywood California
Schematic Design
XTEN Architecture
528 Flores Drive
PROPERTY LINE
angeleno urban infill, post-dingbat PROPERTY LINE
project info:
PROPERTY LINE
Culver City, CA 90232 USA
SETBACK LINE
[T] 310.773.4188 [F] 310.287.2002
(E) TREE PLANTER
PLANTER
email@xtenarchitecture.com www.xtenarchitecture.com
PLANTER
PLANTER
PLANTER
5'-0" ROOF DECK
BBQ
BBQ
ROOF DECK
BBQ
ROOF DECK
+31'-3"
+31'-3"
PROPERTY LINE
6'-0" SETBACK
+500.00' +0'-0"
+31'-3"
15'-2"
ROOF DECK
BBQ
+31'-3"
3%
OPEN TO BELOW
OPEN TO BELOW
DN
OPEN TO BELOW
DN
10%
OPEN TO BELOW
DN
SETBAC
EXISTING CURB CUT AND SLOPE
DN +25'-5 1/2"
STORAGE
STORAGE
STORAGE
DN
DN +25'-5 1/2"
MECHANICAL RECESS
MECHANICAL RECESS
DN MECHANICAL RECESS
+25'-5 1/2"
POWDER ROOM
LOW PLANTING
ELEVATOR OVERRUN
MECHANICAL RECESS
SCREENING VEGETATION
POWDER ROOM
ADDITIONAL SETBACK AT 2ND STORY AND ABOVE
POWDER ROOM
SETBACK LINE
Roof Deck Plan
PROPERTY LINE
15'-0" SETBACK
(E) TREE
03
SETBACK LINE sheet in
157 - 528 FLORES
project info:
Culver City, CA 90232 USA [T] 310.773.4188 [F] 310.287.2002
CLOS
LAWN
PROPERTY LINE
N
Title: Roof Deck Level
528 NORTH FLORES STREET WEST HOLLYWOOD, CA 90048
email@xtenarchitecture.com www.xtenarchitecture.com
Date: 09.21.2017
Scale: 1/4” = 1’-0”
UP LIVING
LIVING
LIVING
LIVING DINING
MAILBOX
-0'-
DINING DINING
DINING
SETBACK +19'-8"
-0'-6"
+19'-8"
+19'-8"
-0'-7" UP
DN
UP
DN
<1%
DN
UP
KITCHEN KITCHEN
REF.
KITCHEN
REF.
KITCHEN
+19'-8"
PROPERTY LINE REF.
BUILT-IN STORAGE BELOW LANDING
DN +14'-3"
BUILT-IN STORAGE BELOW LANDING
DN +14'-3"
BUILT-IN STORAGE BELOW LANDING
DN +14'-3"
DN ELEVATOR
ADDITIONAL SETBACK AT 2ND STORY AND ABOVE
REF.
STOR.
LAUNDRY
STOR.
LAUNDRY
STOR.
UP
SETBACK LINE
Third Floor Plan Culver City, CA 90232 USA [T] 310.773.4188 [F] 310.287.2002 email@xtenarchitecture.com www.xtenarchitecture.com
project info:
PROPERTY LINE
LAUNDRY
West Hollywood California
Schematic Design
BATHROOM
BATHROOM
CLOSET
BATHROOM
CLOSET
BATHROOM
BATHROOM
CLOSET
MASTER BEDROOM
CLOSET
MASTER BEDROOM
MASTER BEDROOM
CLOSET
CLOSET
MASTER BEDROOM
MASTER BATHROOM
MASTER BATHROOM
CLOSET
CLOSET
SETBACK LINE
+8'-10" +8'-10"
CLOSET
+8'-10" UP
UP
UP
BEDROOM
CLOSET
CLOSET
DN
BEDROOM
+8'-10"
DN DN
POWDER ROOM
CLOSET
BEDROOM
BEDROOM DN
BATHROOM
ELEVATOR
ADDITIONAL SETBACK AT 2ND STORY AND ABOVE
UP
SETBACK LINE
(E) NEIGHBOR
(E) NEIGHBOR
157 - 528 FLORES
N
Title: Level 02 Plan
sheet in
project info:
Second Floor Plan
528 NORTH FLORES STREET WEST HOLLYWOOD, CA 90048
TALL AND THIN SCREENING VEGETATION TALL AND THIN SCREENING VEGETATION Date: 09.21.2017 Scale: 1/4” = 1’-0” ALL PLANTING TO BEWATER NATIVEUSAGE AND LOW ** ALL PLANTING TO**BE NATIVE AND LOW ** WATER USAGE **
+0'-0" T. O. WALL
6'-0" SETBACK
+0'-0" T. O. WALL
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
%
SETBACK LINE
PERVIOUS PAVER DRIVEWAY PERVIOUS PAVER DRIVEWAY TO REDUCE HARDSCAPE AND TO REDUCE HARDSCAPE AND MANAGE STORMWATER MANAGE STORMWATER RUNOFF RUNOFF
01
DRIVEWAY GATE
DWELLING UNIT 1
-1'-8"
-1'-8"
3'-0"
3'-0"
19'-4"
19'-4"
DWELLING UNIT 2
DWELLING UNIT 2
DWELLING UNIT 3 -1'-8"
-1'-8" -1'-8"
-1'-8"
DWELLING UNIT 4
DWELLING UNIT 4
-1'-8"
-1'-8"
TRASH/ RECYCLING ENCLOSURE
18'-3"
± 1%
±1%
21'-6"
21'-6"
± 1%
±1%
±1%
20'-10"
20'-10"
±1%
±1%
19'-9"
-1'-8"
-1'-8"
TRASH/ RECYCLING ENCLOSURE
CLOSET
19'-9"
15'-0" SETBACK
15'-0" SETBACK
19'-4"
19'-4"
19'-4"
19'-4" DWELLING UNIT 3
3'-0"
18'-0"
18'-0"
DWELLING UNIT 1
18'-3" ±1%
1'-2"
3'-0"
DRIVEWAY GATE
(1) SHADE TREE
(1) SHADE TREE
03
±1%
H
H
C
EN
B
C EN B
±1%
03
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
-0'-6"
ELEVATOR STORAGE BELOW STAIRFOYER
STORAGE BELOW STAIR
UP
FOYER
STORAGE UP STAIR BELOW
STORAGE BELOW STAIRFOYER
UP
FOYER
STORAGE BELOW STAIR
STORAGE UP BELOW STAIR
FOYERELEVATOR
FOYER H
EN
EN
B
B
±4%
-1'-5 1/2"
-1'-5 1/2"
-1'-5 1/2"
02
(E) NEIGHBOR
0102
-1'-5 1/2"
(2) (E) TREES
6'-0" SETBACK
(2) (E) TREES
±4%
H
C
C
UP
UP
6'-0" SETBACK
-0'-6"
UP
01
(E) NEIGHBOR
Ground Floor Plan 157 - 528 FLORES 157 - 528 FLORES
N
Title: Ground Floor Plan Title: Ground Floor Plan sheet in
SETBACK LINE
FOYER
sheet in
UP
ADDITIONAL SETBACK AT 2ND STORY AND ABOVE
FOYER
STEP PAVERS
STORAGE BELOW STAIR
W/D STORAGE BELOW STAIR BELOW STAIR
W/D BELOW STAIR
GARAGE
GARAGE
LAWN
LAWN STEP PAVERS
UP
ADDITIONAL SETBACK AT 2ND STORY AND ABOVE
(E) NEIGHBOR
(E) NEIGHBOR
0102
02
21'-0"
24' R
21'-0"
24'-0"
24' R
24'-0"
-1'-8"
-1'-8"
528 NORTH FLORES STREET 528 NORTH FLORES STREET WEST HOLLYWOOD, CA WEST 90048HOLLYWOOD, CA 90048
Date: 09.21.2017
Date: 09.21.2017Scale: 1/4” = 1’-0”
Scale: 1/4” = 1’-0”
N
XTEN Architecture
528 Flores Drive
[T] 310.773.4188 [F] 310.287.2002 email@xtenarchitecture.com www.xtenarchitecture.com
157 - 528 FLORES SKYLIGHT
ROOF ROOFDECK DECK
528 NORTH FLORES STREET MAX. ALLOW. BUILDING HEIGHT WEST HOLLYWOOD, CA 90048 +35'-0"
MECHANICAL RECESS
POWDER ROOM
ROOF DECK LEVEL +31'-3"
KITCHEN
LIVING LIVINGROOM ROOM
LAUNDRY
LEVEL 03 +19'-8"
BATHROOM
BED ROOM
BED ROOM
LEVEL 02 +8'-10"
GARAGE GARAGE
ANG (+500.00') +0'-0" LEVEL 01 -1'-8"
UNIT11 2/3 NORTH-SOUTH SECTION UNIT NORTH-SOUTH SECTION Unit North-South Section THROUGH SKYLIGHT STAIR THROUGH
Through Skylight
10315 Jefferson Boulevard
t
10315 Jefferson Boulevard Culver City, CA 90232 USA
project info:
Roof Deck Rendering
sheet info:
West Hollywood California
Title: Roof
Schematic Design
Deck View MAX. ALLOW. BUILDING HEIGHT +35'-0"
Date: 09.08.17ROOF DECK Scale: NTS POWDER ROOM
ROOF DECK LEVEL +31'-3"
LIVING ROOM
LAUNDRY
LEVEL 03 +19'-8"
BATHROOM
LEVEL 02 +8'-10"
GARAGE
ANG (+500.00') +0'-0" LEVEL 01 -1'-8"
UNIT 2/3 2/3 NORTH-SOUTH Unit North-South SECTION Section THROUGH STAIR Through Stair
XTEN Architecture
528 Flores Drive
10315 Jefferson Boulevard Culver City, CA 90232 USA
roject nfo:
Front Elevation Rendering
15
West Hollywood California
Schematic Design
157 - 528 FLORES
project info:
[T] 310.773.4188 [F] 310.287.2002
528 NORTH FLORES STREET WEST HOLLYWOOD, CA 90048
157 - 528 FLORES
heet nfo:
email@xtenarchitecture.com www.xtenarchitecture.com
Title:
View Looking South
sheet info:
Axonometric Rendering 10315 Jefferson Boulevard Culver City, CA 90232 USA
Title:
View Lookin
Date: 09.08.17
1422 Devlin Drive
0
3
Private Client Construction Documents
XTEN Architecture
Los Angeles, California
12,000 Sq. Ft. 2017
Devlin Drive represents an eloquent manifestation of the legacy of modern home design. My contribution to the realization of this project was drawing and solving the tapered roof edges and walls that frame the entry and major aperatures. This involved coordination with structural steel shop drawings, establishing a normalized taper angle based off the sliding glass door system, minimizing the visibility of the balast roof, and solving the detail for a clean, water-stain-free edge.
1422 Devlin Drive
Pool Deck Rendering (by others)
XTEN Architecture
Los Angeles, California
Schematic Design
XTEN Architecture
1422 Devlin Drive
02 1' - 6 5/8"
2' - 9"
12 A611 1/4" / 1'0" MIN
6" TYP.
TOP OF ROOF 679' - 1 1/2"
1' - 7 1/2"
FRAMING PER STRUCTURAL
STEEL PER STRUCTURE FRAMING AS REQ'D **ALIGN FACE OF STUCCO WITH ENTRY WING WALL BELOW, TO PLAN SOUTH**
BEAM PER STRUCTURE ± 6" ± 4' - 11"
21
TAPERED SOFFIT SECTION @ ENTRY Entry Rendering (by others) SCALE: 1 1/2" = 1'-0"
6" TYP. SLOPE 1/2" PER FOOT
WELD ADDITIONAL LAYER OF MEMBRANE TO PVC-SHEET METAL AND ROOF MEMBRANE
PERFORATED GRAVEL STOP PAINTED WHITE 1-1/2" BALLASTED ROOF SYSTEM CLASS 'A' SINGLE PLY ROOFING - AS SPECIFIED
PVC-COATED 24 GA SHEET METAL
SLOPE 1/4" PER FOOT
LAP AS REQ'D
3/8"
SEALANT
6" TYP
J-MOLD @ STUCCO TERMINATIONS, TYP. WATERPROOFING METAL LATH EXTERIOR PLASTER ASSEMBLY AS SPECIFIED
DRIP EDGE FLASHING, TYP. EXTERIOR PLASTER METAL LATH BUILDING PAPER 3/4" PLYWOOD UNDER PLASTER AT GROUND FLOOR SOFFITS FRAMING PER STRUCTURAL
12
FRAMING AS REQ'D TAPERED BEAM PER STRUCTURAL
ROOF AT EXTERIOR PLASTER
Detail 12 (NTS): Roof at Exterior SCALE: 6"Plaster = 1'-0"
1
Los Angeles, California
Schematic Design
a threshold to a hillside retreat D
1' - 1 7/8"
3' - 6"
TOP OF ROOF 679' - 1 1/2"
1/4" / 1'0" MIN
T.O.S. 678' - 7 3/4"
02 1' - 6 5/8"
FRAMING AS PER STRUCT
2' - 9"
STEEL PER S WHERE OCC
12 A611
IGN FACE OF STUCCO H ENTRY WING WALL OW, TO PLAN SOUTH**
1/4" / 1'0" MIN
6" TYP.
OPP. HAND
TOP OF ROOF 679' - 1 1/2" ± 4' - 9 3/4"
11 A611
MATCH EDGE OF WALL ANGLE BEYOND
20
TAPERED SOFFIT SECT SCALE: 1 1/2" = 1'-0"
1' - 7 1/2"
FRAMING PER STRUCTURAL
HITE
STEEL PER STRUCTURE FRAMING AS REQ'D
CIFIED **ALIGN FACE OF STUCCO WITH ENTRY WING WALL BELOW, TO PLAN SOUTH**
BEAM PER STRUCTURE ± 6" ± 4' - 11"
Detail 21 (NTS): Tapered Soffit Section @ Entry TAPERED SOFFIT SECTION @ ENTRY
21
SCALE: 1 1/2" = 1'-0"
6" TYP. SLOPE 1/2" PER FOOT
WELD ADDITIONAL LAYER OF MEMBRANE TO PVC-SHEET METAL AND ROOF MEMBRANE
1-1/2" BALLASTED ROOF SYSTEM CLASS 'A' SINGLE PLY ROOFING - AS SPECIFIED BLOCKING AS REQ'D
PVC-COATED 24 GA SHEET METAL
SLOPE 1/4" PER FOOT 3/8" LAP AS REQ'D
SEALANT
PERFORATED GRAVEL STOP PAINTED WHITE
J-MOLD @ STUCCO TERMINATIONS, TYP.
EXTERIOR PLASTER
6" TYP
METAL LATH WATERPROOFING METAL LATH EXTERIOR PLASTER ASSEMBLY AS SPECIFIED
BUILDING PAPER
Detail 11 (NTS): Typical Angled Fascia Corner
11
TYPICAL ANGLED FASCIA CORNER
10
TYP. TAPERED WALL P
0
1478 Carla Ridge
4
Private Client Permit Documents
XTEN Architecture
Beverly Hills, California
4,000 Sq. Ft. 2017
1478 Carla Ridge Drive is an existing house that XTEN was charged to expand and fully complete, as well as deliver a more spatially-organized architecture. My role consisted of drawing and assembling a permit set for this renovation, coordinating with a pool contractor to complete the raised-tile system over the previously-poured concrete pool deck, and occasionally consulting with a structural engineer to assure the viability of reorganized walls and sliding glass.
1478 Carla Ridge
Master Bedroom Rendering(by others)
XTEN Architecture
Beverly Hills, California
Permit Documents
XTEN Architecture
ALIGN
1478 Carla Ridge
21 A602
GL OF NT TE EX
20 A602
10 A601
EX LM GO LL ED WA OD ING E M IN OF ETA NT R TE @ EX NISH FI
ALIGN 10 xA630x EXTENT OF GLASS GUARDRAIL
31
20 A601 FUTURE WATER FEATURE
EXTERIOR FACADE FUTURE WORK LEAVE LOOSE TILES @ HATCH, NOT <2'-0" FROM HOUSE PERIM.
EXTENT OF GLAS S GUARDR & MEOD AIL ED GOLM EX FINISH @ RETAINI NG WALL
A601
20 A601
10 A602 & MEO
RDRAIL SS GUA WALL OF GLA INING EXTENT @ RETA FINISH EX M OL DED G
IL UARDRA EEL G OF ST EXTENT
11
EX
SCA
Pool Deck Rendering (by others)
Beverly Hills, California
Permit Documents POOL WALL
AP 1" G
POOL OVERFLOW TROUGH WALL 20 A601
STANDOFF EDGE OF POOL WALL
POOL WALL
20
GLASS RAIL
A601
GLASS RAIL POOL OVERFLOW TROUGH WALL
EDGE OF POOL DECK WALL POOL OVERFLOW TROUGH WALL
21
IL RA RD UA SG AS GL OF NT TE EX
EX LM OALE: L 1 1/2" = 1'-0" AL W
21
NOT FOR CONSTRUCTION STONE PAVER GLASS RAIL
SCALE: 1 1/2" = 1'-0" POOL OVERFLOW TROUGH WALL
POOL WALL
POOL WALL WATERPROOFING
No.
EDESTAL SYSTEM
WATERPROOFING
SLOPE TO DRAIN GLASS RAIL
KIRBY FLAMED & BRUSHED BURLINGTON STONE BURLINGTON STONE
EXISTING CONCRETE
Carla Ridge
MEODED GOLMEX CONCRETE LOOK FINISH, INSTALL PER MFG RECOMMENDATION
MEP
OWNER: Maryem Akhavan
31
EXISTING CONCRETE
MEODED GOLMEX CONCRETE LOOKJefferson FINISH, SW GLASS RAIL RETURN ENLARGED PLAN 10315 INSTALL PER MFG RECOMMENDATION
20
Structural
STONE PAVER MEP
20
SCALE: 3" = 1'-0"
Landscape
STONE PAVER
t: f:
EXISTING CONCRETE
GLASS RAIL CURB EDGE DETAIL
t: 818-668-8589 f:
ELEPHOOT FRP FLOORING PANEL
STONE PAVER
BISON SCREWJACK PEDESTAL SYSTEM Landscape
GLASS RAIL CURB EDGE DETAIL SCALE: 3" = 1'-0"
Civil
Civil
Date
Project No.
154
5530 Corbin Ave., Ste. 229 Tarzana, CA 91356 MEP
4"
KIRBY FLAMED & BRUSHED BURLINGTON STONE Sheet Title
EXTERIOR PAVER PLAN SCALE: 3/16" = 1'-0"
CONSULTANTS
ALIGN
NOVEMBER 16, 2017
FINISH POOL PLAN
EXISTING CONCRETE
GLASS RAIL
Landscape
CUSTOM BRUSHED STAINLESS GLASS RAIL STANDOFF BASE AND CAP
Civil
KIRBY FLAMED & BRUSHED BURLINGTON STONE
EXISTING CONCRETE
ALIGN STONE W/TOP TREAD OF SPA STAIR - SEE 11/A602 BLACK GALAXY PEBBLEFINA POOL FINISH
1478 Carla Ridge Drive Beverly Hills, CA 90210
Structural FINISH FLOOR Berkoz and Assoc., Inc
t: f:
SLOPE TO DRAIN WATER LINE
ALIGN STONE W/TOPNTREAD OF SPA STAIR - SEE 11/A602
FINISH FLOOR
t: f:
Culver City, Cal tel (310) 773-41
Carla Ridge
WATERPROOFING
BLACK SEALANT WITH STONE DUST & BACKER ROD WATER LINE
KIRBY FLAMED & BRUSHED BURLINGTON STONE
Issue Name
10315 Jefferson Boulevard STONE PAVERS Culver City, California 90232 USA tel (310) 773-4188 fax (310) 287-2002
Structural Berkoz and Assoc., Inc 5530 Corbin Ave., Ste. 229 Tarzana, CA 91356
BLACK SEALANT WITH STONE DUST & BACKER ROD
No.
CRL BRUSHED STAINLESS GLASS RAIL RAIL STANDOFF BASE ANDGLASS CAP, 1-3/4" PROJECTION, SPACING O.C. PER MFG CRL BRUSHED STAINLESS GLASS RAIL STANDOFF BASE AND CAP, 1-3/4" PROJECTION, SPACING O.C. PER MFG
1/2" = 1'-0" Detail 20 (NTS): Glass Rail CurbSCALE: Edge1 Detail
ETURN CURB EDGE DETAIL
ALE: 3" = 1'-0"
ALIGN GLASS RAIL
CONSULTANTS
LASS RAIL RETURN CURB EDGE DETAIL
ALIGN
21
1478 Carla Ridge Drive Beverly Hills, CA 90210
EXISTING CONCRETEKIRBY FLAMED & BRUSHED
1/2"
A601 SLOPE TO DRAIN
CUSTOM BRUSHED STAINLESS GLASS RAIL GLASS RAIL STANDOFF BASE AND CAP CUSTOM BRUSHED STAINLESS GLASS RAIL STANDOFF BASE AND CAP
NOT FOR
FLOORING PANEL
BISONDate SCREWJACK PEDESTAL SYSTEM
Issue Name
AP 1" G
RING PANEL
1
EDGE OF POOL DECK WALL
A601
ELEPHOOT FRP FLOORING PANEL STANDOFF STONE PAVER BISON SCREWJACK 1/2" PEDESTAL EDGESYSTEM OF ELEPHOOT FRP
4"
GLASS RAIL
30 NE GLASS RAIL RETURN ENLARGED PLAN Detail 30 (NTS): NE Glass Rail Return Enlarged Plan SCALE: 1 1/2" = 1'-0" 30 NE GLASS RAIL RETURN ENLARGED PLAN
IL RETURN ENLARGED PLAN
W GLASS RAIL RETURN ENLARGED PLAN
ALIGN
STANDOFF
A601
LL AIL WA DR NG AR A601 NI AI GU T S RE AS @ GL ISH OF IN NT XF TE E X E LM GO D DE EO &M
30
A601
STONE PAVERS STANDOFF
20
A601
20
STANDOFF STONE EDGE OF PAVERS POOL WALL
AP 1" G
EXTENT OF GLASS GUARDRAIL
POOL OVERFLOW TROUGH WALL
& MEODED GOLMEX FINISH @ RETAINING WALL
GLASS RAIL
EXISTING CONCRETE
A131
Detail 21 (NTS): Glass Rail Return Curb Edge Detail 21 GLASS RAIL RETURN CURB EDGE DETAIL
BLACK GALAXY WATERPROOFING PEBBLEFINA POOL FINISH
Date
NOVEMBER 16 Sheet Title
a pool as an architectural figure
EXTERIOR DE
SCALE: 3" = 1'-0"
WATERPROOFING
10
POOL EDGE DETAIL
10
SCALE: 3" = 1'-0"
POOL EDGE DETAIL
STONE PAVE
BLACK SEALANT WITH STON DUST & BACKER RO
A601
WATER LIN
SCALE: 3" = 1'-0"
KIRBY FLAMED & BRUSHE BURLINGTON STON
ALIGN STONE W/TOP TREAD O SPA STAIR - SEE 11/A60
BLACK GALAX PEBBLEFINA POOL FINIS
WATERPROOFIN
0
Ability Labs + Custom Furniture
5
Rehab. Institute of Chicago Built Chicago, Illinois
Clive Wilkinson Architects 100,000 Sq. Ft. 2015
My inaugural project as a designer at Clive Wilkinson Architects was a highly inventive, novel design exercise for the Rehabilitation Institute of Chicago, a world-renowned physical rehabilitation center counting royalty and headsof-state among its clientele. CWa was charged with designing and curating the patient experience, molding the narrative of rehabilitation from the entry threshold to the active floors where physical rehabilitation occurs. The centerpieces of the project are RICâ&#x20AC;&#x2122;s trademark AbilityLabs, pioneering spaces in which therapy, research, and clinical activity all happen in concert, with the aim of increasing the speed-to-market of breakthrough treatments. With a desire on the part of the client for a flexible, boundless architecture with unique and strong character to support the organizationâ&#x20AC;&#x2122;s innovative aims and branded identity, CWa set out to design a bold framework in which a custom-designed furniture kit-of-parts could orbit, flex, and adapt to fluid demands. As lead designer on all custom furniture pieces, I sought to imbue each piece with functionality attuned to the unique demands of this user group, while lending a character able to represent and be owned by RIC going forward.
Ability Labs + Custom Furniture
Clive Wilkinson Architects
collapsing bounda to advance human ity Audio/Visual Privacy
Ability Lab Characteristics by Floor
Chicago, Illinois
ries abil-
Built
RESEARCH THERAPY
Treadmill
Wheelchair Ramp
Research Desk
Phone Booth
23 Typical TypicalResearch ResearchCircle Circle//Custom CustomFurniture Furniture
Ability Labs + Custom Furniture
Clive Wilkinson Architects
L25 Think & Speak Axonometric
Chicago, Illinois
Built
Subdued colors & rounded architecture support Neurological patients (Photos: Michael Moran)
Clive Wilkinson Architects
26
Ability Labs + Custom Furniture
L25 Think & Speak Plan
L24 Legs & Walking Plan
L23 Legs & Walking Plan
L22 Strength & Endurance Plan
L21 Strength & Endurance Plan
Chicago, Illinois
Built
27
Subdued colors & rounded architecture support Neurological patients (Photos: Michael Moran)
L20 Arms & Hands Plan
L19 Arms & Hands Plan
L18 Pediatrics Plan
28
29
Clive Wilkinson Architects
Ability Labs + Custom Furniture 5
REHABILITATION INSTITUTE OF CHICAGO
GYP BOARD WALL - SEE FINISH PLANS
New Research Hospital
FEATHERED JOINT
355 E. Erie Street Chicago, IL 60611
S IE R VA
METAL STUD FRAMING
SHEET METAL FASTENER TO STUD, TYP.
0' - 4"
1' - 1 1/2"
CLIVE WILKINSON ARCHITECTS 6116 Washington Blvd. Culver City, CA 90232 310 358 2200 www.clivewilkinson.com
S18-1
R 9'
- 0"
CTION SE
R9-4
PROJECT MANAGEMENT ARCADIS 680 N. Lake Shore Drive, Suite 1305 Chicago, IL 60611 847 496 2059
5' - 0 1/2"
0' - 1 5/8"
CONSTRUCTION MANAGEMENT POWER CONSTRUCTION 680 N. Lake Shore Drive, Suite 1320 Chicago, IL 60611 312 596 6960
0' - 11"
0' - 2"
0' - 2"
7' - 5 1/2"
CORNERGUARD COVER TO 48" AFF, CUSTOM ANGLE AND COLOR TO MATCH ADJACENT WALL. ACROVYN FS-20N PARTIAL HEIGHT OR EQ. SEE CORNER ELEVATION, THIS SHEET
NOTE: CONTRACTOR TO PROVIDE CORNER MOCK UP FOR REVIEW
PLAN DETAIL - TYPICAL CORNER GUARD
7
METAL CORNER BEAD AT CURVED CEILING ABOVE 48" AFF
CUSTOM METAL FLASHING WITH BEAD EDGE - PAINTED WHITE TO MATCH CEILING
EXECUTIVE ARCHITECT GENSLER 11 East Madison Street, Suite 300 Chicago, IL 60602 312 456 0123
S18-2 - 0" 4 9' R9R ON TI SEC
GYP BOARD CEILING - SEE RCP
6" = 1'-0"
EXECUTIVE ARCHITECT HDR 8550 W. Bryn Mawr Avenue, Suite 900 Chicago, IL 60631 773 380 7900
6' - 8 1/2"
BLOCKING AS REQUIRED
1504
PROJECT NO.
ALUMINUM RETAINER - ACROVYN 24A167000 OR EQUAL
5' - 11 1/4"
WALL FINISH CONTINUOUS
FLUSH CORNER GUARD CAP W REVEAL R SE 9' - 0" CTI ON R94
3
S18-3 S18-4
ELEVATION - SCALLOP WALL CORNER
SPRING POINT OF CURVED CEILING
1" = 1'-0"
6
© CLIVE WILKINSON ARCHITECTS
R 7'
2015
The drawings and specifications and designs represented hereby are and shall remain the property of the Architect, and no part thereof shall be used or reproduced for any purpose other than the specified project for which they have been prepared and developed without the written consent of the Architect. Written dimensions shall have precedence over scaled dimensions. The Contractor shall verify and be responsible for all dimensions and conditions on the jobsite and report any discrepancies to the Architect. The drawings and specifications indicate the general scope of work and required technical performance of the building systems and do not necessarily indicate or describe all the work required for full performance and completion of the construction contract. Based on the scope of work indicated Contractor shall furnish all items required for the proper execution of the project.
B
R9-4
- 0" 4 7' R7R ON CTI SE
NOTE - CONTRACTOR TO PROVIDE CORNER MOCK UP FOR REVIEW
N R 9' - 0"
SECTION
S18-5
0' - 11 1/2"
0' - 2"
B
0' - 4 3/4"
1' - 1 1/4"
4' - 0"
FINISH FLOOR
S18-6
- 0" SECTI ON R7-4
4' - 4 1/2"
CURVED TRACK - SEE ENLARGED PLANS SHEETS AD-965 THROUGH AD-968 FOR RADIUS
0' - 10"
9' - 6"
9' - 4"
RUBBER WALL BASE PER SCHEDULE
1' - 1 1/4"
AD-967
FLUSH CORNER GUARD UP TO 48" AFF, TYP. COLOR TO MATCH WALL FINISH
CURVED GYP BOARD WITH CUSTOM PAINTED FINISH - SEE FINISH PLANS - AT CORNERS, PROVIDE CURVED GALVANIZED STEEL CORNERBEAD
4' - 0"
GYP BOARD WITH CUSTOM PAINTED FINISH - SEE FINISH PLANS
1' - 3 1/2"
AT CORNERS, PROVIDE CORNERGUARD UP TO +48" AFF PER CORNERGUARD DETAIL, THIS SHEET
3' - 5 1/4"
3' - 2 1/2"
2' - 3"
2' - 2 1/2"
10' - 11 1/4"
3-5/8" METAL STUD FRAMING, TYP. 1' - 5 1/2" 0' - 1"
RUBBER WALL BASE PER SCHEDULE
PACKAGE TITLE
FINISH FLOOR
100% DESIGN DEVELOPMENT ISSUE RECORD DESCRIPTION
DATE
1.
25% DD
06/05/15
2.
65% DD
06/16/15
3.
100% DD
07/07/15
NO.
5
Enlarged Plan - L18 WEST SCALLOPS
5
3/8" = 1'-0"
4
TR U C TIO N
1 1/2" = 1'-0"
CEILING PER RCP
FO R
C O NS
WALL DETAIL - TYPICAL SCALLOP WALL
5' - 0"
S18-5
CURVED GYP.
S18-6
9' - 4"
0"
S18-4
S18-3 S18-2
S18-1 SCALE
4' - 0"
4' - 0"
9' - 4"
R 7' -
N O T
CEILING PER RCP
CURVED GYP.
ORIGINAL SHEET SIZE 30"X42" SCALE ACCORDINGLY IF REDUCED
FINISH FLOOR
As indicated
DRAWING TITLE
FINISH FLOOR
WALL, FLOOR AND CEILING DETAILS
9' - 0"
DRAWING NO.
1/2" = 1'-0"
3
L18 SECTION R9-4
2
1/2" = 1'-0"
AXONOMETRIC - L18 WEST SCALLOPS
AD-965
1
32
L18 SECTION R7-4A
4
REHABILITATION INSTITUTE OF CHICAGO
5
New Research Hospital 355 E. Erie Street Chicago, IL 60611
1504
PROJECT NO.
A 1' - 0 1/2"
8' - 8 3/4"
CLIVE WILKINSON ARCHITECTS 6116 Washington Blvd. Culver City, CA 90232 310 358 2200 www.clivewilkinson.com
PROJECT MANAGEMENT ARCADIS 680 N. Lake Shore Drive, Suite 1305 Chicago, IL 60611 847 496 2059 CONSTRUCTION MANAGEMENT POWER CONSTRUCTION 680 N. Lake Shore Drive, Suite 1320 Chicago, IL 60611 312 596 6960 EXECUTIVE ARCHITECT GENSLER 11 East Madison Street, Suite 300 Chicago, IL 60602 312 456 0123
6' - 4 1/4"
R 8'
SEC SEE
EXECUTIVE ARCHITECT HDR 8550 W. Bryn Mawr Avenue, Suite 900 Chicago, IL 60631 773 380 7900
- 0"
4A N R8TIO
4' - 3"
S25-4
FOCUS ZONE 25-246
1' - 7 3/4"
4' - 6 1/4"
10' - 4 3/4"
6' - 5 1/2"
© CLIVE WILKINSON ARCHITECTS
6' - 0"
7' - 11 3/4"
9' - 6 3/4"
1' - 7"
0' - 2 1/4"
0' - 8 1/2"
5' - 1 1/4"
2015
The drawings and specifications and designs represented hereby are and shall remain the property of the Architect, and no part thereof shall be used or reproduced for any purpose other than the specified project for which they have been prepared and developed without the written consent of the Architect. Written dimensions shall have precedence over scaled dimensions. The Contractor shall verify and be responsible for all dimensions and conditions on the jobsite and report any discrepancies to the Architect. The drawings and specifications indicate the general scope of work and required technical performance of the building systems and do not necessarily indicate or describe all the work required for full performance and completion of the construction contract. Based on the scope of work indicated Contractor shall furnish all items required for the proper execution of the project.
0' - 3"
0" -4 6' R N R6 IO CT E SE SE
2' - 0 1/2"
N
S25-3 R 8' - 0" SEE SECT ION R8-4A
8' - 5"
S25-2
S25-1
R 6' - 0" R6-4
1' - 2 3/4"
5' - 9 1/2"
SECTION
PACKAGE TITLE
100% DESIGN DEVELOPMENT B
ISSUE RECORD DESCRIPTION
DATE
1.
25% DD
06/05/15
2.
65% DD
06/16/15
3.
100% DD
07/07/15
NO.
4
C O NS TR U C TIO N
3/8" = 1'-0"
FO R
Enlarged Plan - L25 WEST SCALLOPS
CEILING PER RCP
N O T
CEILING PER RCP CURVED GYP.
- 0" R 6'
9' - 4"
9' - 4"
R 8'
CURVED GYP.
S25-1
- 0"
S25-2 S25-3
S25-4 ORIGINAL SHEET SIZE 30"X42" SCALE ACCORDINGLY IF REDUCED
4' - 0"
4' - 0"
SCALE
FINISH FLOOR
As indicated
DRAWING TITLE
WALL, FLOOR, AND CEILING DETAILS
FINISH FLOOR
DRAWING NO.
L25 SECTION R8-4A
1/2" = 1'-0"
3
L25 SECTION R6-4
1/2" = 1'-0"
2
AXONOMETRIC - L25 WEST SCALLOPS
1
AD-967
Chicago, Illinois
Scalloped walls (Photo: Michael Moran)
Built
4
0
Tech Company Masterplan
6
Confidential Client Concept Design
Clive Wilkinson Architects
Washington State, USA
3,000,000 Sq. Ft. 2015
In 2015, Clive Wilkinson Architects was approached by one of the worldâ&#x20AC;&#x2122;s largest tech companies to execute a visionary conceptual masterplan for a built-out exisiting campus on the outskirts of Seattle. The current campus consists of a patchwork of disparate parts built over the course of 20-odd years, making legible the steady and sizable progress of this particular company over an extended period. The client charged CWa with creating a unifying architectural solution for the sprawling site, one that was fiercely idealistic, forward-looking, and unafraid to raze existing structures where deemed appropriate. This solution would stitch together the current slate of architectural archipelagos through massive addition and thoughtful removal. The document delivered to the client formed a urban design guideline and framework, one that was steeped in pedestrianism and human-scaled development, with an elevated and programmed walkway at its heart; the proposal additionally demonstrated architectural possibilities and placeholders, bringing to bear the potentials of charismatic architecture.
6
7
Clive Wilkinson Architects
Tech Company Masterplan
3 visionary schemes
Iconic
Natural
Urban
Upper Courtyard
Washington State, USA
Concept Design
Lower Courtyard
LEGEND Workspace Parking Servicing/Loading PVâ&#x20AC;&#x2122;s
Clive Wilkinson Architects
Tech Company Masterplan
The suburban corp campus of the futu linear city TH
40
. ST
TRANSFORMERS
STUDIO A
TRANSIT CENTER
BIKE PATH
L MIXER
SUBMIXER
WY
STUDIO D
PEDESTRIAN PATH
0F 52
BOULEVARD/BRIDGE LONG SECTION Pedestrian Boulevard Site Plan
TRANSIT CENTER
Pedestrian Boulevard Long Section
KEY PLAN
520 FWY
156TH AV
Washington State, USA
Concept Design
orate re is a
H L
TH
36
. ST
L L
L
L PLAZA L VISITOR CENTER
L
6 15
L
TH
L
E AV .
156TH AVE.
L
L
NSIT NTER
HOTEL
BLDG C1
BLDG A
BLDG C2
PARKING
157TH AVE.
Clive Wilkinson Architects
Tech Company Masterplan
GE ECTION RIENCE IEW AT WY
BLDG A
BRIDGE CONNECTION EXPERIENCE AXO VIEW AT 156TH AVE. BLDG B
HOTEL
VISITOR CENTER
HOTEL
TRANSIT CENTER
156th
TRANSIT CENTER
VISITOR CENTER
KEY PLAN
Drop Off
520
E ECTION RIENCE IEW
BRIDGE CONNECTION EXPERIENCE AXO VIEW
BLDG A
BLDG E
BLDG C1
BLDG C
BLDG C
HOTEL
BLDG A ON GRADE PARKING 157th
KEY PLAN
ON GRADE PARKING
30TH
156TH
Washington State, USA
Concept Design
157th
HOTEL
BLDG C
30th Office Core Office
BLDG A
Office Entrance On Grade Loading Area Below Grade Loading Area Primary Route Secondary Route Tertiary Route Below Grade Parking Below Grade Parking Entrance Under Structure Parking At Grade Internal Road for Loading, Drop Off & ADA Parking At Grade ADA Parking Utility Corridor Drop Off Existing Loading New Proposed Loading Building Entrance
BLDG B2
Entrance, Loading, Drop-off Locations
157th
BLDG C Office Core
Office Core
Office Office Entrance On Grade Loading Area
Office
Below Grade Loading Area Primary Route
Office Entrance
Secondary Route Tertiary Route
On Grade Loading Area
Below Grade Parking Entrance Below Grade Parking Garage & Tunnel
Below Grade Loading Area
for Loading Utility Corridor
Primary Route
Drop Off
BLDG F
Existing Loading
Secondary Route
New Proposed Loading Building Entrance
Tertiary Route
Underground Garage, Loading LocationsBelow Grade Parking Below Grade Parking Entrance
PLAZA
Office Core
Under Structure Parking
Office
At Grade Internal Road for Loading,
Office Entrance
Drop Off & ADA Parking
On Grade Loading Area
At Grade ADA Parking
Below Grade Loading Area
Utility Corridor
Primary Route
Drop Off
Secondary Route
Existing Loading
Tertiary Route
New Proposed Loading
Below Grade Parking
Building Entrance
Below Grade Parking Entrance Under Structure Parking At Grade Internal Road for Loading, Drop Off & ADA Parking At Grade ADA Parking Utility Corridor Drop Off Existing Loading New Proposed Loading Building Entrance
Clive Wilkinson Architects
Tech Company Masterplan Bicycle Plan
NEIGHBORHOOD BICYCLE PLAN NEIGHBORHOOD BICYCLE PLAN
Bike Station Vehicular Circulation Bike Path – Amenities Branch Bike Loop – 3.25 Miles Bike Loop – 2.33 Miles Bike Station
Bike Loop – 1.25 Miles Bike Loop – 1 Miles
Bike Path – Amenities Branch
Fitness Trail
Bike Loop – 3.25 Miles
Food + Drink
Bike Loop – 2.33 Miles Bike Loop – 1.25 Miles Bike Loop – 1 Miles Fitness Trail Food + Drink
Washington State, USA
Concept Design
Central Courtyard (Shining Rendering)
Farmerâ&#x20AC;&#x2122;s Market (Shining Rendering)
Concert (Shining Rendering)
Film Screening (Shining Rendering)
0
Lâ&#x20AC;&#x2122;Eixample Housing
7
ARCH 554 Housing Studio Critic: Claudi Aguilo & Sergi Serrat
Barcelona Program UIC SOA Spring 2013
This studio focused intensely around the context of the city of Barcelona and, more specifically, its unique Lâ&#x20AC;&#x2122;Eixample chamfered block typology. We were given the problem of reinvigorating four of these blocks, based off urban deficiencies we uncovered through a study of the site conditions, program, and social activites. Once the four blocks were selected, we devised a set of strategies to add housing square footage while simultaneously improving quality of life for all existing and future dwellers. My proposal makes the block more accessible for users by coupling existing automobile entrances with pedestrian ways, and creates housing with a light footprint that occupies the existing block courtyard. Thus, each household is allotted private patio space, as well as larger, collective mixing outdoor space. Housing units themselves are based on a configurable grid system that is optimized for views and unit-to-unit relationships.
+ + + + + + +Housing + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +ARCH + + + +554 + + +Housing + + + + +Studio ++++ Lâ&#x20AC;&#x2122;Eixample Extroverted Introversion ARCH 554 Tectonics ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ The project site in the interior courtyard is relatively small in area. As well, units placed in the site would need to be in close proximity to one another in order to facilitate the necessary volume of housing. Accordingly, the qualities of transparency and lightness need to be embodied within the proposal in order to address these constraints.
1. Transparency and Lightness
2. Collective and Individual Patios
Collective
3. Low-rise and Compact footprint
4. Resident privacy
Individual
An aim of the project is to implement both larger, collective spaces for all the residents of the courtyard (also accessible to existing residents of the block), but also individual patio spaces for each house, to maintain a sense of oneâ&#x20AC;&#x2122;s own space in this intimate site.
The project seeks to create an architecture which is lower in height and touches the ground minimally. This maintains unobstructed views out of and around the courtyard for the existing residents. As well, the minimal building footprint maximizes the possibility for outdoor and interstitial collective spaces in the small courtyard site.
Privacy and exclusivity for the residents of the courtyard and the block is of primary concern. The intimate space of the project site calls for close interactions between residents. These relationships are encouraged and develop the most when the space remains exclusive. The users of the block currently lack a larger collective space for full-grown residents, and making this space private improves the quality for residents.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+ + + + +2013 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +Critics: + + + + +Claudi + + + +Aguilo +++++ ++++ +++ Spring &+Sergi Serrat Spring 2013 Critics: Claudi Aguilo & Sergi Serrat ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4.35 m
Grid System 4m
++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++
Rules and Conditions
1. Only one tower; should be positioned on North-west edge for optimal views and unobstruction of existing buildings
Units
2. The lower quarter should remain clear, except for low 4 unit abutting south-east wall. This allows open, continous space between block entrances 3. North-east interior facade should only be abutted by cantilevered building, optimally with a 4 meter setback
4. Maintain line-of-site views for second building stories
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+ + + + + + + +Housing + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +ARCH + + + +554 + + +Housing + + + + + +Studio +++ Lâ&#x20AC;&#x2122;Eixample Extroverted Introversion ARCH 554 Tectonics ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Existing Axonometric
Proposed Axonometric ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Spring 2013
Critics: Claudi Aguilo & Sergi Serrat
Lâ&#x20AC;&#x2122;Eixample Housing
ARCH 554 Housing Studio
Spring 2013
Critics: Claudi Aguilo & Sergi Serrat
ARCH 554 Housing Studio
Ground Floor Plan
Second Floor Plan
210 0
12 00
210 0
Lâ&#x20AC;&#x2122;Eixample Housing
Spring 2013
Critics: Claudi Aguilo & Sergi Serrat
12 00
21 00
75
21 00
Lâ&#x20AC;&#x2122;Eixample Housing
ARCH 554 Housing Studio
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + +
Transverse Section A Transverse Section A
Spring 2013
Critics: Claudi Aguilo & Sergi Serrat
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + +
77
ARCH 554 Housing Studio
Lâ&#x20AC;&#x2122;Eixample Housing Solar Strategies
Perforated Panels
Glazed Facade Add Solar Shade
Closed
3D-Perspective Floor Plan
Open
Spring 2013
Critics: Claudi Aguilo & Sergi Serrat
Summer Sun
Winter Sun
0
S-Plan Neighborhood
8
ARCH 567 Research Studio Critic: Paul Andersen
University of Illinois at Chicago Spring 2014
The aim of this Research Studio was to delve deeply into the Design Guide book for Stapleton, a prototypical contemporary New Urbanist suburb outside Denver, CO, mine it for its latent intelligences in the prescription of built patterns, and productively misread and pervert its meanings to script a new set of suburban tenets that could become the catalyst for a design project. The territory for exploitation became the relationship between individual and collective identity, the dialogue between the front and back of a dwelling, and the potentially operative nature of curvilinear geometry. This triparte scheme played out as an urban plan deploying intensified similarity in housing and amplified difference in garages, a flattened relationship in the meaning of main and rear entry, and achieved strategic modulations in built density and program through concave and convex plan geometries.
48
49
ARCH 567 Research Studio
â&#x20AC;&#x153;Sâ&#x20AC;? Plan Neighborhood
how can geometry and t novel urban scenarios? consistency / difference individual
collective
uniqueness
belonging
"Variation in the colors on a block face is encouraged. Strong colors should be muted shades or tints of the pure hue to ensure that colors are
subdued. By
contrast, an all-white color composition would provide an interesting counterpoint."
Spring 2014
Critic: Paul Andersen
he suburbs produce
front / back /relationships Alley-loaded Model
"Snout House"
Radburn, New Jersey
Stapleton Design Guide
open / closed sides
Open Closed
Stapleton Design Guide
ARCH 567 Research Studio
â&#x20AC;&#x153;Sâ&#x20AC;? Plan Neighborhood
The use of curvilinear geometry in post-war surburban developments is primarily used to create a picturesque, pastoral quality. Abundantly flowing, curved streets also slow traffic and dissuade drivers from traversing neighborhood developments in order to reach their final destination.
Spring 2014
Critic: Paul Andersen
neighborhood plan / organization Stapleton largely deploys a generic Gridiron system to organize its neighborhood scheme. This system is valued for its efficiency and clear resolution, and is also the de-facto choice of proponents of New Urbanism for its inherent walkability and reference to past inner-ring suburban developments.
ARCH 567 Research Studio
“S” Plan Neighborhood
a new standard lot 6,380 S.F. Lot Alley
Garage Rear Lawn Rear Mass Front Facade Sidewalk
Lawn Street
Elements of a typical plot
Aggregation
Ribbon Diagram
New Wedge Lot
Spring 2014
Critic: Paul Andersen
Plug-in to Arterial Roads
Base Condition
Enlarged Nesting
Tight Condition
Horizontal Shift
Loose Fit
Vertical Shift
Shift + Scale
“S” Plan Neighborhood
Site Plan
ARCH 567 Research Studio
Spring 2014
Critic: Paul Andersen
Visitor
Resident
Delivery
ARCH 567 Research Studio
“S” Plan Neighborhood
intensify consistency Consistency CONSISTENCY
[Stapleton]
Difference
[Proposed]
Difference
house strategy
Typical House
Large House
Single Store
Spring 2014
Critic: Paul Andersen
intensify difference Consistency Consistency
garage strategy
[Stapleton]
Difference
[Proposed]
DIFFERENCE
“S” Plan Neighborhood
ARCH 567 Research Studio
Spring 2014
Critic: Paul Andersen
WE B