Ray Croft - Portfolio of Selected Works - 2008-2018

R A Y

C R O F T P O R T F O L I O

S E L E C T E D

W O R K S

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2 0 0 8 - 2 0 1 8

CONTENT

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STUDENT'S WORK TULANE UNIVERSITY uptown, new orleans, louisiana

05

THE PYTHIAN downtown, new orleans, louisiana

TULANE UNIVERSITY STUDENT SUCCESS CENTER uptown, new orleans, louisiana

THE JULIAN RESIDENCE AT MAGAZINE STREET lower garden district, new orleans, louisiana

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RESIDENCE AT FELICITY STREET lower garden district, new orleans, louisiana

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06

07

10

16

WOVEN RUINS GRADUATE THESIS bywater, new orleans, louisiana

TANZAKADEMIE THEATER & DANCE SCHOOL warehouse district, new orleans, louisiana

18

20

MONTEPULCIANO VISITOR CENTER sienna, tuscany, italy

SHENZHEN OCT BAY MIXED USE VILLAGE shenzhen, guangdong, china

CO NTENT

student's work Filling a gap left by the abrupt absence of a former professor, the Dean of Tulane Architecture invited me upon graduation to spend a semester teaching an introductory digital media class. All of my assignments and projects I designed were the

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undergraduate and graduate students' first attempts at digital drawing. These images are examples of their work.

student in situ rendering & material study | credit: arielle scher

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student in situ rendering & material study | credit: wells megalli scale 1D

rotate face

copy

rotate

split

copy

mirror

rotate

copy

boolean difference

rotate

boolean split

boolean split

scale 1D

scale 2D

boolean union

mirror

rotate

mirror

axon diagrams: volumetric study sequence axonometric

untitled

student in situ rendering & material study

the pythian The renovation of the historic Pythian Temple is an adaptive reuse of the existing historic building for mixed use with design goals aiming to achieve a Higgens-era cachet with contemporary flavor. The scope includes commercial space, 69 mixed-income residential units, a roof deck, client offices, event spaces, a jazz bar, and public market.

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interior rendering of the ballroom event space

photograph of the fully restored pythian credit: george long photography

STU DENT WOR K/T HE

photograph of the residential entry / credit: george long photography

PY THI AN

interior rendering of the speakeasy jazz bar

mussafer hall tulane university An 8,000 SF addition and renovation to a 100-year old historic dormitory, Mussafer Hall is comprised of materials in response to its juxtaposed historic armature. Named after a generous alumnus, the center will act as a showcase for

Sim.

6 A5.01

2nd Floor 113' - 2 3/4"

ADA Push Button, Re: Section Infill Panel

Alum. plate canopy w/ steel tube structure.

Infill Panel

INTERIOR SIDE

Manual Door

Solid PVC tongue & groove exterior porch flooring

1/4" Alum.

Plate, All Sides

Automatic Door

Storefront

ADA Push Button

ADA Push Button

Align parallel bottom of plate with sloped grade.

Coordinate gap with Civil grading at pavers.

Handrail picket secured to wood rim joist.

Continuous cove for LED light at exterior side. Face of LED diffuser flush w/ face of surface

2" dia. s.s. pipe column

Entry Slab (25.06') 100' - 0"

3"

Gap

New wood rim joist, treated + ptd.

2" Gap A.F.F.

Card Reader + ADA Push Button, Re: Section

4'-0" MAX. A.F.F.

Wood fascia profile, to match existing

Card Reader

2"x2" aluminum tube structure

3/8" / 12"

4x4" Treated lumber sleepers, ptd.

Lap-joint over existing steel.

2' - 10" A.F.F., TYP.

Existing decorative handrail to be reinstalled.

Re: AD2.10 - AD2.21

Built-in continuous 1"x1-1/2" recess cove for LED light

1119 Tchoupitoulas Street New Orleans, LA 70130 504.593.9074 tel

3 A5.01

architecture + planning + interiors

Storefront Recessed 3"x3" depression for drainage

Fire Alarm Pull Station.

Mounted 4'-0" A.F.F. max.

www.studiowta.com

prospect students and provide counseling for current students, as well as numerous offices for the ever-expanding faculty.

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Existing steel joist

2 Plan @ 1st Floor Entry A5.01 scale: 3/4" = 1'-0"

3 Section @ Entry A5.01 scale: 3/4" = 1'-0"

EXTERIOR SIDE curtain wall

Cont. alumimum flange for mounting alum. channel

galvanized metal sill flashing

Storefront

3/4" pavers at terrace

2nd Floor 113' - 2 3/4"

3

Sim.

A5.01

2nd Floor 113' - 2 3/4"

Recessed 3"x3" depression for drainage

Fire Alarm Pull Station.

Mounted 4'-0" A.F.F. max.

6 A5.01

1"x5/8" cont. aluminum channel with LED tape light & diffuser, water tight assembly, typ.

8" min. coverage

Built-in continuous 1"x1-1/2" recess cove for LED light

1/4" Coverboard

ADA Push Button, Re: Section

1" Rigid insulation

Existing decorative handrail to be reinstalled.

Re: AD2.10 - AD2.21

Highest ridge of sloped concrete.

Re: plans for slope + direction.

Infill Panel

Alum. plate canopy w/ steel tube structure.

Mussafer Hall

12' - 11 1/4"

Infill Panel

INTERIOR SIDE

Manual Door

Solid PVC tongue & groove exterior porch flooring

11' - 2 3/4"

Card Reader Countersunk self-tapping screws for aluminum plate

4x4" Treated lumber sleepers, ptd.

Lap-joint over existing steel.

2"x2" aluminum tube structure

Card Reader + ADA Push Button, Re: Section

1/4" Alum.

Plate, All Sides

Wood fascia profile, to match existing

Automatic attachment Door at tube frame, typ.

Storefront

ADA Push Button

3/8" / 12"

2-ply roofing membrane

1/4" Thick aluminum plate assembly, ptd.

All corners + edges grinded smooth.

Align parallel bottom of plate with sloped grade.

Coordinate gap with Civil grading at pavers.

6 Detail @ Alum. Edge A5.01 scale: 12" = 1'-0" Handrail picket secured to wood rim joist.

2" dia. s.s. pipe column 3

3"

Gap

Continuous cove for LED light at exterior side. Face of LED diffuser flush w/ face of surface

New wood rim joist, treated + ptd.

Tulane University, New Orleans, Louisiana 70118

reinforced liquid applied flashing system, wrap into sill, extend 8" min. over roofing membrane

Existing steel joist exterior metal panel

2-1/2" limestone panel

hat channel air and water barrier,typ.

1 Section @ New Balcony A5.01 scale: 1 1/2" = 1'-0"

2 Plan @ 1st Floor Entry A5.01 scale: 3/4" = 1'-0"

3/4" densglass sheathing, typ.

rendering from the quad of the articulated connection to the historic structure 5/8" gypsum board, typ.

curtain wall

3/4" densglass sheathing, wrap around corner/edge, typ. custom kerf attachment, install per manufacturer requirements

6"

Cont. alu for moun channel

Custom Halfen Kerf Anchor, install as per Manufacturer

3rd Floor 124' - 8 1/4"

3/4" pavers at terrace 3-1/2" concrete deck, typ.

reinforced liquid applied flashing system, wrap into sill, extend 8" min. over roofing membrane

13

3 1/2"

wood blocking, typ.

1/4" Thick aluminum plate assembly, ptd.

All corners + edges grinded smooth.

F

2nd Floor 113' - 2 3/4"

w shape, steel member, refer to structural

8" min. coverage

2-1/2" limestone panel

1/4" Coverboard

12' - 11 1/4"

5/8" gypsum board, typ.

1" Rigid insulation

panel

hannel

Highest ridge of sloped concrete.

Re: plans for slope + direction.

.a.f.f.)

1"x5/8" c channel light & d tight ass

Issue Purpose:

2-ply roofing membrane

ry wall

reinforced liquid applied flashing system, wrap into jamb, extend 8" over vapor barrier beyond blocking

galvanized metal sill flashing

Date:

reinforced liquid applied flashing system, wrap into jamb, extend EXTERIOR SIDE 8" over vapor barrier beyond blocking

INTERIOR SIDE Air and Water Barrier, typ.

3 Section @ Entry A5.01 scale: 3/4" = 1'-0"

entry portal drawings

6" l.g. metal stud framing, typ.

3 coat plaster application on metal lathe, typ.

1-1/8" metal furring channel, typ.

2 1/2" limestone panel

o jamb

fiber mesh insect barrier

Revisions:

11' - 2 3/4" bottom support bracket perforated break metal flashing, typ.

4

50% CD

3 coat plaster application, typ.

2"

window

5/8" densboard sheathing, typ.

uction

Exterior Details

M

yp. bd.

March 11, 2016

6 Detail @ Alum. Edge A5.01 scale: 12" = 1'-0"

ansion erplate

xpansion Joint

A5.01

9 Longitudinal Section Addition - Callout 2 A5.01 scale: 1 1/2" = 1'-0"

8 3rd Floor Addition - Callout 6 A5.01 scale: 1 1/2" = 1'-0"

Š 2016 studioWTA

2-1/2" limestone panel

exterior metal panel hat channel air and water barrier,typ.

3/4" densglass sheathing, typ.

6" l.g. metal stud framing, typ.

3 coat plaster application on metal lathe, typ.

1-1/8" metal furring channel, typ.

reinforced liquid applied flashing system, wrap into jamb, extend 8" over vapor barrier beyond blocking

Air and Water Barrier, typ.

3/4" densglass sheathing, wrap around corner/edge, typ.

4 Section @ Terrace Ttransition A5.01 scale: 3" = 1'-0"

5/8" gypsum board, typ. reinforced liquid applied flashing system, wrap into jamb, extend 8" over vapor barrier beyond blocking 6"

Custom Halfen Kerf Ancho install as per Manufacturer

custom kerf attachment, install per manufacturer requirements

3-1/2" concrete deck, typ.

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F

w shape, steel member, refer to structural

13 wood blocking, typ.

2-1/2" limestone panel

existing masonry wall

5/8" gypsum board, typ.

view from the quad of the addition to the historic dormitory exterior metal panel

hat channel

v.p.a.b. (over s.a.f.f.)

2 1/2" limestone panel

wrap s.a.f.f. into jamb

fiber mesh insect barrier

bottom support bracket pe 4

break metal flashing, typ.

3 coat plaster application,

2"

storefront window

5/8" densboard sheathing,

metal stud construction ptd. gyp. bd.

M

aluminum expansion joint coverplate 7 Plan Detail @ Expansion Joint A5.01 scale: 1 1/2" = 1'-0"

8 3rd Floor Addition - Callout 6 A5.01 scale: 1 1/2" = 1'-0"

9 Longitud A5.01 scale: 1 1/

the julian A 25,000 square foot new construction mixed-use building located in the heart of New Orleans' Lower Garden District along the Magazine Street commercial corridor.

07 exterior rendering from Magazine street

MU SSA FER

residential roof deck rendering

H ALL TULA NE/TH E

interior residential lobby rendering

JU LIAN

interior residential unit rendering

residence at felicity street Working solely with the studio's design director and client, the responsibility of taking this project from conceptual through construction began by delivering presentations to city commissioners and developing design details in accordance with strict city guidelines.

Juxtaposed to a historic Italianate residence and a 19th century asylum, this 8500 SF contemporary residence features double-gallery

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balconies and hardwood screens reflective of formal aspects of historic homes throughout the New Orleans neighborhood district.

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photographs from Felicity Street

color palette rendering

ACT RATED

IMPACT RATED

2

IMPACT RATED

WINDOW @ MULLED TRANSOM 3" = 1'-0"

3

1" start thickness

IMPACT RATED

sealant

IMPACT RATED

WINDOW JAMB @ MULL (CUSTOM SIZE - RE: ELEVATIONS/PLANS FOR SWING DIRECTION) 3" = 1'-0"

4

A

PLAN @ OUTSIDE CORNER JAMB 3" = 1'-0"

IMPACT RA Mod. Bit. (RE: ELEVA

prefinished metal gravel stop cont. cleat wrap base ply under cleat treated blocking

1/2" plywood sheathing

W6X25 S per Struct

1/2" steel cap plate. re: struc.

EXTERIOR

Window Unit

W6X25 Steel Column, per Structural

2

EXTERIOR

2

Sliding door Wrap S.A.F.F. into jamb Backer rod + sealant, per door manufacturer Wrap S.A.F.F. into jamb 1/2" Sheathing

Brake metal jamb, to match window color (over S.A.F.F. + over V.P.A.B.)

2

6

2

6

2

6

2

6

6

Vertical 2"x6" nominal, Spanish Cedar, ptd. Dato slots to receive horizontal wood members, Re: Elevation

2

6

4

r, d

c.

Spanish eyond

8

7"

6"

PLAN @ SLIDING DOOR JAMB 3" = 1'-0"

1x6" Horizontal Spanish Cedar, Spaced Evenly @ 3" O.C. w/ 10 degree positive slope, typ.

1"

typ.

W6x25 S per Struc Horizontal 2"x6" nominal, Spanish Cedar, ptd. Dato slots to receive 1/2" horizontal projection wood members, Re: Elevation

3.

- Install liquid applied weather barrier over flashing tape per manufacturer's instruction.

- Once complete, inspect flashing perimeter to insure its free from any voids or pinholes.

- Allow weather barrier to cure for time specified by manufacturer.

2" 1"

Open Louvers: 1"x4" actual finished dimension, Spanish Cedar, ptd. w/ tapered edge spaced evenly @ 3" o.c.

Vertical 2x6" Spanish Cedar, ptd., beyond

Tube Steel Colu

- Install appro 1x4" Vertical IPE or sealant aro Countersunk Att Hold ends 1/4" m opening, as re

1x6" Horizontal S Evenly @ 3" O.C

slope,windo typ.

- Install 1/2" Stee Plates, A manufacturer beam fla

W6x25 S Steel Angles Em per Struc per Structural

1/2" projection

Solid Concrete P Planter Bed

Tube Steel Colu Grade

1x4" Vertical IPE Countersunk Att Hold ends 1/4" m

1x6" Horizontal S Evenly @ 3" O.C slope, typ.

W6x25 Steel Co

Steel Angles Em per Structural

Solid Concrete P Planter Bed

interior photograph

Grade

Issue Purpose: HDLC Revisions 100% CD 100% CD 100% CD

ST

100% CONSTRUCTION DOCUMENTS EXTERIOR DETAILS March 11, 2016

A610 detail drawings of custom hardwood screening at double gallery

© 2016 studioWTA

Smooth Round S bar hand

typ.

W6x25 Steel Co Re: Stru

Revisions: 2 8 9 14

Grade

4.

FELIC IT Y

Planter Bed

1/2" Stee Plates, A beam fla typ.

Re: Stru

AT

Solid Concrete Porch

W6X25 S per Struct

INTERIOR

W6x25 Steel Column ptd., per Structural

Steel Angles Embedded in Concrete, per Structural

1/2" Steel - Allow weather with beam Re: Struc cure for time sp Smooth Round S manufacturer. bar hand

Vertical 2x6" Spanish Cedar, ptd., beyond

Face of Plaster Finish

1x4" Vertical IPE Members w/ Countersunk Attachments, typ.

Hold ends 1/4" min. above floor.

- Once complete W6X25 S per Struct flashing perimet its free from any pinholes.

RESIDEN CE

10°

W6x25 Steel Column, per Structural

Tube Steel Columns, per Structural

8

PLAN @ SLIDING DOOR JAMB 3" = 1'-0"

1/2" Steel Stiffner Plates, Align with beam flanges beyond, typ.

Re: Structural

Metal Pa

W6X25 S - Install flashin per Struct jambs, then Face ofh P - Install liquid ap manufacturer weather barrier flashing tape Mod. pe Bit. -Ensure flashi manufacturer's overlaps sill fl

steel column, ptd., beyond Open Louvers: re: struc.

1"x4" actual finished dimension, Spanish Cedar, ptd. w/ tapered edge spaced evenly @ 3" o.c.

Date: 2/3/16 5/10/16 5/25/16 10/19/16

:

1530 Felicity Street NOLA 70130

Face of Plaster Finish

bar handrail

RESIDENCE at FELICITY

INTERIOR

CASEMENT JAMB @ PLASTER 7Smooth 3"Steel = 1'-0" Round

1/2" steel stiffner plate, Horizontal 2"x6" align withSpanish nominal, bottom ptd. flange Cedar, Dato beyond. slots to receive re: struc. horizontal wood members, Re: Elevation

2.

3.

10°

EXTERIOR

1/2" steel cap plate. re: struc.

10°

1/2" Sheathing

ptd.,

6" nish ato e od :

Sealant Per Window Manfuacturer

2' - 9"

CASEMENT JAMB @ PLASTER 3" = @ 1'-0" PLAN OUTSIDE CORNER JAMB 3" = 1'-0"

6"

V.P.A.B. (over S.A.F.F.)

6

2" 1"

Vertical 2"x6" nominal, Spanish Cedar, ptd. Dato slots to receive horizontal wood members, Re: Elevation

1/2" Steel Stiffner Plates, Align S.A.F.F. with beam flanges beyond, typ.

Re: Structural

2

wrap base ply under cleat treated blocking

1"

1/2" Steel with beam Re: Struc

09

1" x 4-1/2" Fiber Cement Trim Board

3-coat Plaster Finish

6

INTERIOR

1"x4" actual finished dimension, horizontal Spanish Cedar, ptd. Space evenly @ 3" o.c., typ.

See section drawing for slope

Sealant

Corrosion Resistant Casing Bead

**NOTE: Wood screens to be prefabricated before installation.

Field verify steel dimensions prior to fabrication**

INTERIOR

plate.

2

prefinished metal gravel stop cleat cont.

1/4" hardie soffit

Mod. Bit. Roofing, Sloped 1/8" / 12"

ng

6

1x2" treated wood furring, @ 16" o.c.

d

W6X25 Steel Beam, per Structural

2

cont. approved sealant

6

4

6

6

3" o.c.

6

Brake metal jamb, to match window color 1/2" plywood sheathing (over S.A.F.F. + over V.P.A.B.)

2

typ.

7 4

Steel Angle Embedded in Concrete, per Structural

W6x25 Steel Column per Structural

S.A.F.F. (over sheathing, into jambs)

rigid tapered insulation,

TUBE STEEL

CASEMENT SILL @ PLASTER 6 3" = 1'-0" WINDOW JAMB @ MULL = 1'-0" Face 3" of Plaster Wall Metal Parapet Cap

3

2

2

TUBE STEEL

INTERIOR

1/2" Sheathing

Built-up 2x framing

1/4" coverboard

Wrap S.A.F.F. into jamb

- Apply specified primer + sill 1" start thickness flashing per manufacturer 1/2" Sheathing instruction

4

7"

3-coat Plaster Vertical Finish wood trim per Manfuacturer

6

EXTERIOR

TUBE STEEL

6

V.P.A.B. (over S.A.F.F.)

2 2

Window Unit 2

steel column, ptd., beyond re: struc.

TUBE STEEL

6

6

2

6

Backer rod + sealant, base ply torch applied to - Clean surbstrate of any coverboard, wrap into gutter per door manufacturer debris

2' - 9"

2

S.A.F.F. into sill

2

HSS 5x3x1/4" steel tube column. Re: Structural

6

4

2' - 7 1/4"

2

Corrosion Resistant Casing Bead

Fiberglass corner trim to match exterior window frame, perA manufacturer

4

Sealant Per Window Manfuacturer

HSS 5x3x1/4" steel tube column. Re: Structural

2

2

Embedded steel flange for Tube Steel column attachment. Re: Structural

2

1/2" Sheathing 2

5" offset @ col. grids 1 + 3

1/2" steel INTERIOR stiffner plate, align with bottom flange beyond. re: struc.

2' - 7 1/4"

F.O.F.

No Sealant

Finish Floor Surface

Steel Angle Embedded in sunk Self-tapping counter Concrete,atper attachments each Structural vertical wood member, spaced evenly, typ.

1" x 4-1/2" Fiber Cement Trim Board, Positive Slope, Front Face Flush with Vertical Beyond

Hardwood trim orizontal infill trim surround er Manufacturer

S.A.F.F.

V.P.A.B. (over S.A.F.F.)

3 1/2"

1" x 4-1/2" Fiber Cement Trim Board

1

COL.

wrap cap sheet over gravel stop

3-coat Plaster Finish

EXTERIOR

Window Backer Rod + Sealant

1.Wrap S.A.F.F. into jamb 1/4" hardie soffit

1

Corrosion Resistant 5" inset Window Casing Bead @ col. grids 1 + 3

**NOTE: Wood screens to be prefabricated before installation.

Field verify steel dimensions prior to fabrication**

Treated Shims + Blocking, typ.

Exterior fiberglass trim per Window manufacturer, finish to match window

Sliding

1x2" treated wood furring, door @ 16" o.c.

3" o.c.

INTERIOR

INTERIOR

Embedded steel flange for Tube Steel column attachment. Re: Structural

EXTERIOR Line of fiber cement Window Unit sill board, beyond Edge of Fiber Cement Board, Line of wallTrim finish, beyond below

NTERIOR

EXTERIOR Sealant

1"x4" actual finished dimension, horizontal Spanish Cedar, ptd. Space Self-tapping evenly @ 3" o.c., typ. counter sunk each See sectionattachments drawing for at slope vertical wood member, spaced evenly, typ.

ERIOR

exterior photograph

WOVEN RUINS:

reclaiming vacated naval barracks with integrated native ecology

ABSTRACT Cultural Identity and Native Environments Urban ruins of Twentieth Century federal initiatives testify how built environments effect cultural identity. With 1,500,000 squarefeet of lost potential, New Orleans' derelict Naval Command Center contributes nothing but a punctured urban fabric to thousands of local residents. Within this context, a separation between built and natural environments disables all dialogue. Through a multi-layered

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approach to design, this thesis looks to identify how renewed relationships with forgotten native ecologies can reconnect the edge of New Orleans to an open network of community spaces.

Reclaiming an Urban Ruin Using the Naval Command Center as the vehicle for reclaiming lost cultural value, large areas of an existing framework are carved away, allowing new public access to freely pierce the site, resulting in newly established connections between the Bywater neighborhood and the Mississippi river beyond. Both a reduction of the built environment and reintroduction of native plant species encourages dialogue between natural and built environments, refreshing the

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urban dwellers' identity to the genius loci.

a wwii naval command officer stands in-front of the newly re-opened naval station on poland ave.

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existing conditions of an urban relic

;; R esol v ing hardscape urbanism comes in the for m of d emoc rat ic a r ch itec tur e .

Er od ing the envelope b y pr ogra mm ing a pa rk , tur ns bord e rs into a n active apparatus; a threshold b y which space is creatively pursued.

;; GRA DUATE T HES IS : WOVEN RUI NS

an eager young foraging enthusiast approaches the renovated naval station turned community space.

: massing analysis of carving away voids of activity : MVRDV's integration of nature with the urban realm

precedent research of repurposing existing infrastructure : Diller Scofidio Renfro's

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programmed park, the high line :

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precedent analysis of eroding physical borders between programmatic shifts : Steven Holl's linked hybrid :

existing site: terminus of crescent park at poland ave.

13

site: contextually sympathetic subtraction

introduce culturally-enriching program: -farmers market -culinary laboratory -urban farm -restaurant village -artist studios -lofts + flats

WOVEN RU IN S

completing the terminus: weave active park elements

;; If historic imperialism is the extension of nation-state sover eignty r eaching beyond its boundaries of influence, the contemporar y model of cr eating urban space no longer imposes ter ritorial centers of pow er, negating the notion of borders.

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;;

napkin sketch epiphany: subtractive methods engage the surrounding neighborhood fabric

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local residents and tourists alike explore the park

WOVEN RU IN S

N E W O R L E A N S TA N Z A K A D E M I E D A N C E S C H O O L The design for a dance school + theater is an elaboration of the romantic flirtation between architecture and dance movement, the design solution utilized a massing technique inspired by three classical ballet movements; pas de deux, allegro en l'air, and the chasse. Through these movements, a play between dance enthusiast and dancer takes place within

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the built environment of the school, promoting a vibrant atmosphere both energetic and vibrant.

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TA NZAKADEM IE

MONTEPULCIANO VISITOR CENTER In the Tuscan wine country, atop the hilltop town of Montepulciano, sits the town's main gathering space, the Piazza Grande. The Vino Nobile Association wishes to construct a central location for promoting the vibrant countryside culture, food and wine, for tourists to experience.

The design solution includes carving beneath the Piazza, connecting the lower street and main

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building through an existing slot condition.

19

M ONTEP ULC IA NO

O C T S H E N Z H E N B AY The design objective of a new urban village for young professionals in Shenzhen, China was to instill a sense of local culture while designing entirely contemporary structures. A village of 26 individual restaurants, the project evokes a gradient of contemporary to more traditional design elements as it nears the lake to the west. The development includes

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a boutique hotel, live-work facilities, entertainment, a restaurant village, shopping, and a pub street along the waterfront.

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site photograph of realized OCT hotel

site photograph of bar buildings along lake - richard meier's OCT clubhouse visible in distance

wall section through picture window

presentation drawings for bldg. #12

21 S H ENZH EN BAY site photograph of realized bldg. #12