APH Portfolio by Adam Poinsett-Hall

ADAM poinsett-hall PORTFOLIO

adam@poinsett-hall.com www.poinsett-hall.com

CONTENTS

HOTEL + OFFICE DEVELOPMENT

PART 1

PROPOSED AMENDMENT SCHEME

CARPARK + CONDOMINIUMS

PART 2

1 DALTON TOWER

CENTURY PLAZA TOWERS

PART 5

SUBVERSIVE URBANISM

PART 9

BUSINESS PARK AMENITY BUILDINGS

PERSPECTIVE LOOKING NORTH UP COLLINS AVENUE

PART 3

UCLA BUSINESS SCHOOL EXTENSION

PART 4

PART 6

FORDHAM PLAZA

PART 7

CROTON GOLF CLUBHOUSE

URBAN MAPPING IN 3 DISTRICTS

BRIGHTON ROAD URBAN FARMING

YOUTH PHOTOGRAPHY COURSE

PART 10

PART 11

PART 8

PART 12

HOTEL + OFFICE DEVELOPMENT Office Project Site: Santiago, Chile 2019 - Present Within an upscale neighborhood of Santiago, this project is designed to be able to function as either an upscale hotel, class A office building, or combination. The form of the building connects users to the natural surroundings, through the use of materials, access to fresh air, and daylighting throughout. Two separate angled wings with a central circulation space form an inviting western plaza for the public to enjoy. The building sets the glass line back from the face of the building, allowing columns, slabs, and vertical louvers to serve as natural shading devices for interior spaces. Each faĂ§ade of the building is analyzed and the orientation of all columns and louvers are carefully calibrated based on their solar orientation to minimize afternoon summer solar insolation, while maximizing winter solar insolation. Operable louvers allow occupants to enjoy Santiagoâ&#x20AC;&#x2122;s fresh mediterranean breezes. Local regulations allowing subterranean development create unique opportunities to bring light and air to occupiable basement spaces. A bicycle ramp on the western edge and light wells on the northern end of the property distribute light throughout the leasable basement space. Waterfall elements offer underground spaces with a unique visual and auditory element. I served as the senior architect on this project, leading design studies, zoning analyses, and preparation of all client presentations, from concept design through enhanced schematic design.

Setback Line (Linea Rasante method) and theoretical “Flan”

TWO CORNERS SLIGHTLY OUTSIDE OF FLAN

brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress

05 June 2020 / page 133

30% Lot Coverage Diagram

80% Excavation Limit Diagram

SITE AREA:

3,523.0 m2

SITE AREA:

3,523.0 m2

AREA COVERED 100%: 1,040.4 m2

AREA EXCAVATED:

2,534.4 m2

AREA COVERED 50%:

AREA NOT EXCAVATED: 988.6 m2

118.8 m2

TOTAL:

1,099.8 m2

PERCENTAGE:

29.87% (1,052.3 / 3,523)

71.9% (2,534.4 / 3,523.0)

PERCENTAGE:

PROYECTO:

FRANCISCO AGUIRRE CLIENTE: GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

ARQUITECTO DE DISEÑO:

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

71.9 %

31.21 % 29.87

W EST SHADE PROJECTION 2.457,622 M 2

EAST SHADE PROJECTION 2.577,877 M 2

Shadow Projection method)

28.1 %

LINEA RASA BUILD ING NTE SLOP E LINE LINEA EDIFIC ACION BUILD ING LINE SETBA CK

PROYECTO:

FRANCISCO AGUIRRE CLIENTE:

SOUTH SHADE PROJECTION 175,074 M 2

GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

ARQUITECTO DE DISEÑO:

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

FP_LEVEL ROOF_THEORETICAL SHADOW STUDY 1 : 400 CROQUIS DE LOCALIZACIÓN

W EST SHADE PROJECTION 2.457,622 M 2

EAST SHADE PROJECTION 2.577,877 M 2

ISCO DE FRANC

RE AGUIR

brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress

ALONSO DE CORDOVA

05 June 2020 / page 135 ALO NS O DE

LINEA RASAN TE BUILDING SLOPE LINE LINEA EDIFIC ACION BUILDING LINE SETBA CK

EAST SHADE PROJECTION 2.577,305 M 2

W EST SHADE PROJECTION 2.057,783 M 2

MO NR OY

NORTE: 73 GRADOS

NO.

DESCRIPCIÓN

100% SCHEMATIC DESIGN

FECHA

05 JUN 2020

SOUTH SHADE PROJECTION 175,074 M 2

FP_LEVEL ROOF_THEORETICAL SHADOW STUDY 1 : 400 CROQUIS DE LOCALIZACIÓN

ISCO DE FRANC

LINEA RASA BUILD ING NTE SLOP E LINE LINEA EDIFIC ACION BUILD ING LINE SETBA CK

E AGUIRR

ALO NSO

EAST SHADE PROJECTION 2.577,305 M 2

W EST SHADE PROJECTION 2.057,783 M 2

ALONSO DE CORDOVA

SOUTH SHADE PROJECTION 105,370 M 2

MO NR OY

PROJECTSTUDY COMPLIES FP_LEVEL ROOF_PROPOSED SHADOW B_CURRENT PROPOSAL NORTE: 73 GRADOS

1 : 400

NO.

DESCRIPCIÓN

100% SCHEMATIC DESIGN

FECHA

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS © brandon haw architecture LLP

05 JUN 2020

DATOS DEL PREDIO:

LINEA RASAN TE BUILDING SLOPE LINE LINEA EDIFIC ACION BUILDING LINE SETBA CK

DIFFERENCE THEORETICAL - PROJECTED

FP_LEVEL ROOF_PROPOSED SHADOW STUDY B_CURRENT PROPOSAL 1 : 400

THEORETICAL VOLUME

PROJECTED VOLUME

SOUTH SHADE

175,074 M 2

105,370 M 2

- 69,704 M 2

W ESTERN SHADE

2.457,622 M 2

2.057,783 M 2

- 399,839 M 2

EASTERN SHADE

2.577,877 M 2

2.577,305 M 2

- 0,572 M 2

FECHA:

TOTAL SHADE

5.210,573 M 2

4.740,458 M 2

- 470,115 M 2

A-004

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS © brandon haw architecture LLP

THEORETICAL - PROJECTED

ÁREA CONSTRUIDA BAJO NNT: 12,209.00 m2 NUMERO NIVELS BAJO NNT: 05 ÁREA CONSTRUIDA SOBRE NNT: 8,673.48 m2 NUMERO NIVELES SOBRE NNT: 08 OCUPACIÓN SUELO: 1,095 m2 SUPERFICIE EDIFICADA TOTAL: 20,822.48 m2 PROYECTO:

NORMATIVIDAD: ALTURA MAX. PERMITIDA: SUPERFICIE CONSTRUIDA PERMITIDA SOBRE NNT:

30.625 m

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

3,523 m2 E-Am5 .30 .40

05 June 2020 / page 134

DATOS DE LA CONSTRUCCIÓN:

SHADING SURFACE

THEORETICAL VOLUME

PROJECTED VOLUME

SOUTH SHADE

175,074 M 2

105,370 M 2

- 69,704 M 2

W ESTERN SHADE

2.457,622 M 2

2.057,783 M 2

- 399,839 M 2

EASTERN SHADE

2.577,877 M 2

2.577,305 M 2

- 0,572 M 2

FECHA:

TOTAL SHADE

5.210,573 M 2

4.740,458 M 2

- 470,115 M 2

A-004

NORMATIVIDAD: ALTURA MAX. PERMITIDA: SUPERFICIE CONSTRUIDA PERMITIDA SOBRE NNT:

30.625 m

8,455.00 m2

8,673.48 m2

OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2

1,095.50 m2

TITULO Y CLAVE

ESCALA: 1 : 400

30.625 m

8,455.00 m2

8,673.48 m2

OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2

1,095.50 m2

ESCALA: 1 : 400

TITULO Y CLAVE

SHADOW CALCULATION METHOD

DATOS DEL PREDIO:

DIFFERENCE brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress

3,523 m2 E-Am5 .30 .40

DATOS DE LA CONSTRUCCIÓN:

SHADING SURFACE

SOUTH SHADE PROJECTION 105,370 M 2

1 ZONING STUDIES

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

Office Layout Test Fits: Multi-Tenant (Six Offfices) Scale 1:250

04 60 m2

PROYECTO:

FRANCISCO AGUIRRE CLIENTE: GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

OFFICE 5 133 m2

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

Scale 1:300

ISCO AG

PE - 01

UIRRE

0,00

STONE BALUSTRADE

257 m²

0,00

Typical Plan: Levels 04 to 06: SH Guest Rooms CROQUIS DE LOCALIZACIÓN

8,10 OPEN TO BELOW

0,00

OFFICE LOBBY WATER FEATURE: REFLECTING POOL WITH WATERFALL

83 m² EGRESS DN FROM S1

SE - 01

4 m²

3 m² WC 6 m²

OFFICE

9 m²

7 m²

3,8 9 4,2 1 8,1 0

EGRESS FROM ABOVE

ALO

8,1 0

EM D

SH Guest Roo SH Circulation

MO NR OY

OFFICE LAYOUT - MULTITENANT

1 : 250

21 MAYO 2020

ROOM

54 m² SE - 02 TO BE PROVIDED ONLY IF BUILDING CONTAINS HOTEL PROGRAM IN NORTH WING.

ROOM

Office: Circulation: Mech/Service: Vertical Circula

11 GUEST RO

36 m² ROOM

0,00

LINE OF BUILDING OVER HEAD

1,02 DN

45 m²

1,40

ROOM RAMP 10%

RO Y

30 m²

ROOM 38 m²

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS

8,1 0

ROOM 36 m²

DATOS DEL PREDIO:

2,2 3

sA105S

FECHA

SCHEMATIC DESIGN

NORTH VEHICLE ENTRY RAMP

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

LEASABLE OFFICE

3,523 m2 E-Am5 .30 .40

DATOS DE LA CONSTRUCCIÓN:

0,8 0

SOHO HOUSE CIRCULATION

brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress

NOTE: Plan shown as with PROGRAM one (1) service A e

NORTE: 73 GRADOS

70 m²

RAMP 20%

ALON SO

NO. DESCRIPCIÓN

GF RECEIVING

0,00

IF SE - 02 IS NOT IN PROJECT - THIS AREA WOULD BECOME GF RECEIVING AREA

EXAMPLE OFFICE TEST-FIT

RRE DE AGUI

brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress FRANCISCO AGUIRRE

SE - 02

26 m²

EGRESS FROM ABOVE

163

ELEV LOBBY

WC 8 m²

RESTAURANT TERRACE

8,10

58 m² PE - 04

8,10

RESTAURANT BOH PE - 03

PE - 02

ALONSO DE CORDOVA

319 m² DN

EGRESS FROM S1

FRANCISCO

RETAIL 44 m²

PE - 01

Scale 1:250

ALONSO DE CORDOVA

RAMP 15

E RASANTPE LINE LINEA NG SLO BUILDI

ERO MEDIAN LINEA TY LINE PROPER

UMBRE SERVID LINEA EASEMENT UTILITY

ACION EDIFIC SETBACK E LINEA NG LIN BUILDI

LINE OF BUILDING OVER HEAD

RETAIL

GROUND FLOOR PLAN

RESTAURANT

47 7,

0,00

STONE BENCH

0,00

2,4 0

4,63

RAMP 5%

7,5 5

47 7,

8,10

06 154 m2

0 1,2

DN DN

02 129 m2

6,35

9,7 5

OFFICE 2 129 m2

SE - 01

OFFICE 6 154 m2

POTENTIAL FUTURE BYCICLE PATH

OPEN TO BELOW

-0,77

PE - 04

CIRCULATION 156 m2

SOUTH VEHICLE ENTRY RAMP

PE - 03

PE - 02

0,8 5

OFFICE 3 65 m2

0,04

FR ANC

265 m2

OFFICE 1 265 m2

65 m2

OFFICE 4 60 m2

ARQUITECTO DE DISEÑO:

Ground Floor (Street Level) Plan

133 m2

6,65

9,15

0,85

1 6

FLOOR PLAN - LEVEL 01 1 : 150

ALTURA MAX. PERMITIDA:

30.625 m

SUPERFICIE CONSTRUIDA PERMITIDA SOBRE NNT:

8,455.00 m2

8,673.48 m2

OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2

1,095.50 m2

05 June 2020 / page 28 FECHA:

79 m²

PROYECTO:

NORMATIVIDAD:

0,85 4,00

ROOM 36 m² ROOM

ESCALA: 1 : 150

TITULO Y CLAVE

30 m²

A-101 PLAN - LEVEL 1 OFFICE

MECH 17 m²

ROOM 34 m²

ROOM 43 m²

ROOM 31 m²

EXAMPLE HOTEL TEST-FIT

Sc brandon haw architecture / Proyecto Francisco Aguirre / 100% Concept Design Update

Facade Shading Study: N Wing: North Facade Summer

Winter

PROYECTO:

FRANCISCO AGUIRRE CLIENTE: GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

ARQUITECTO DE DISEÑO: BRANDON HAW ARCHITECTURE, LLP 375 PARK AVE, SUITE 3308 NEW YORK, NY 10152 +1 (212) 300-8440

June 21

5:40 PM

July 21

7:47 AM

5:55 PM

7:42 AM

6:16 PM

7:14 AM

August 21

6:36 PM

6:34 AM

6:58 PM

5:55 AM UP

EL_01_DEC 21_9 AM 1 : 50

EL_01_MAR/SEP 21_9 AM 1 : 50

EL_01_JUNE 21_9 AM

7:26 PM

September 21

October 21

5:29 AM

7:50 PM

5:30 AM

1 : 50

November 21 December 21

CROQUIS DE LOCALIZACIÓN

1 : 50

EL_01_MAR/SEP 21_12 PM 1 : 50

EL_01_JUNE 21_12 PM 1 : 50

CO DE FRANCIS

SOLAR ANALYSIS

AGUIRRE

1 : 250

ALO NS O DE

ALONSO DE CORDOVA

EL_01_DEC 21_12 PM

MO NR OY

NORTE: 73 GRADOS

NO. DESCRIPCIÓN

FECHA

ENTREGA

DD MMM AAAA

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS

DATOS DEL PROPIETARIO:

EL_01_DEC 21_3 PM 1 : 50

EL_01_MAR/SEP 21_3 PM 1 : 50

EL_01_JUNE 21_3 PM 1 : 50

DATOS DEL PREDIO: CLAVE CATASTRAL:

USO:

ÁREA: 3,523 m2

TIPO DE TRAMITE:

DIRECCIÓN:

DATOS DE LA CONSTRUCCIÓN: ÁREA CONSTRUIDA B.N.B: NUMERO DE NIVELS B.N.B: ÁREA CONSTRUIDA S.N.B.: NUMERO DE NIVELES S.N.B.: ÁREA DE DESPLANTE: ÁREA TOTAL CONSTRUIDA:

EL_01_DEC 21_6 PM 1 : 50

EL_01_MAR/SEP 21_6 PM 1 : 50

EL_01_JUNE 21_6 PM 1 : 50

X m2 X X m2 X X m2 X m2 X

PROYECTO Xm

X m2

DESPLANTE MAX. PERMITIDO: X m2

X m2

NORMATIVIDAD: ALTURA MAX. PERMITIDA: SUPERFICIE CONSTRUIDA PERMITIDA S.N.B.:

FECHA:

ESCALA: 1 : 50

TITULO Y CLAVE

A-614

brandon haw architecture / Proyecto Francisco Aguirre / Schematic Design Progress

EXAMPLE FACADE SOLAR EXPOSURE STUDIES

EL-SOLAR STUDY 01

05 June 2020 / page 102

PROYECTO:

FRANCISC CLIENTE:

GRUPO PA ALONSO D SANTIAGO +(56) 2 297

H 3

0,45

BRANDON 630 FLUSH BROOKLY +1 (212) 30

0,20 0,05

0,25

0,35

ARQUITECTO DE DISEÑO

A-655

0,05 0,30

LEVEL 4 11,80

0,30

0,60

0,59

0,20 0,40

0,08 0,07

CEILING ZONE (ALIGN W ITH FURRED COLUMN)

INSULATED GLASS UNIT (IGU)

WINDOW UNIT

CLEAR

COLUMN COVER BEYOND

3,10

2,67

W OOD FIN

W OOD IGU FRAME

A-655

W OOD COVER CONCRETE CURB

LEVEL 3 8,15

0,30

0,20 0,60

0,59

0,25

0,20 0,05

FINISH FLOOR

0,40

CROQUIS DE LOCALIZAC

0,08

CEILING ZONE (ALIGN W ITH FURRED COLUMN)

FRANC

BLOCKING OPERABLE VENT BEAM COVER

ALO NS OD EM O

STANDARD W ALL MODULE SECTION

1 : 25

STANDARD W ALL MODULE ELEVATION 1 : 25

NO.

DESCRIPCI

100% SCHEMA

H 8,10

0,65

0,40

1,29

0,15

1,29

0,15

1,29

0,15

1,29

0,15

1,29

0,65

0,40

FURRED-OUT W ALL CHAMFERED CONCRETE COLUMN W OOD IGU FRAME

3 A-655

VERTICAL W OOD FIN FRAME

0,05 0,30

0,75

30° SLOPE

60° SLOPE

1,00

0,05

1,00

EXTERIOR

0,35 0,45

0,05 0,05

INTERIOR

0,75

0,05

NOTA: NO PARA CONST FUE PREPARADO PARA DISEÑO Y CONCEPTOS

W OOD CLADDING

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

GFRC CLADDING

DATOS DE LA CONSTRUC

ÁREA CONSTRUIDA BAJO NUMERO NIVELS BAJO N ÁREA CONSTRUIDA SOBR NUMERO NIVELES SOBRE OCUPACIÓN SUELO: SUPERFICIE EDIFICADA T

VERTICAL W OOD FIN W OOD COLUMN COVER

NORMATIVIDAD:

GFRC COLUMN COVER

ALTURA MAX. PERMITIDA SUPERFICIE CONSTRUID PERMITIDA SOBRE NNT:

OCUPACIÓN SUELO PERM

STANDARD W ALL MODULE PLAN 1 : 25

PLAN SECTION ELEVATION DETAILS

FECHA:

TITULO Y CLAVE

A-655

TYP EW S 110 CLADDING

ALO NS OD EM ON RO Y

BIKE RAMP AXON_SE

NORTE: 73 GRADOS

NO. DESCRIPCIÓN

FECHA

SCHEMATIC DESIGN

21 MAYO 2020

WATER THROUGH CNC MILLED STONE WATERFALL - STONE VENEER @ 2 DEGREES REFLECTING POOL

LANDING SUPPORTED BY "C" SHAPED PILASTER

BIKE RAMP AXON_SE MID

BIKE RAMP AXON_SE

GLASS RAILING W/ STL. CAP NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS

CENTER RAMP W/ 50 MM SPEED BUMPS

DATOS DEL PREDIO: SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

3,523 m2 E-Am5 .30 .40

DATOS DE LA CONSTRUCCIÓN:

WOOD SLATS

NORMATIVIDAD:

BIKE RAMP AXON_NE

NE AXONOMETRIC 3D VIEW

ALTURA MAX. PERMITIDA:

30.625 m

SUPERFICIE CONSTRUIDA PERMITIDA SOBRE NNT:

8,455.00 m2

8,673.48 m2

OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2

1,095.50 m2

FECHA:

ESCALA:

TITULO Y CLAVE

sA-065

brandon haw architecture / Proyecto Francisco Aguirre / External Works Update

16 July 2020 / page 62

BICYCLE/SCOOTER ENTRY RAMP

NW 3D VIEW

BIKE RAMP AXON_NW MID

BIKE RAMP AXON_NE

SE 3D VIEW

BIKE RAMP BICYCLE RAMP AXONOMETRICS 4

brandon haw architecture / Proyecto Francisco Aguirre / External Works Update

AXON_SE MID 16 July 2020 / page 64

BIKE RAMP AXON_SE

brandon haw architecture / Proyecto Francisco Aguirre / External Works Update

RESTAURANT WATERFALL DESIGN AND INSPIRATIONS

16 July 2020 / page 46

CLIENTE: GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

PROYECTO:

FRANCISCO AGUIRRE

UNDERGROUND SETBACK

FRANCISCO AGUIRRE

CLIENTE:

WATER SPILS FROM SLOT

PROYECTO:

GRUPO PATIO PIN W/ GROUT ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

PROPERTY LINE

STONE PAVERS 220 X 1200

SETTING BED

GROUND COVER

T.O BEAM BEYOND

CONCRETE WATERPROOFING PLANTER LINER ROOT BALL IN SOIL

ARQUITECTO DE DISEÑO:

WATER THROUGH CNC-MILLED STONE

ARQUITECTO DE DISEÑO:

PROJECT LVL +0,00

CONCRETE STRIP TO MATCH PLANTER

LEVEL 2

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

SIDEWALK (HT. VARIES) DRAINAGE MAT GRAVEL

4,50

0,06

STONE VENEER @ 2 DEGREES

0,20 STRUCTURAL SLAB

WATER SUPPLY NOZZLE

LIGHTWEIGHT CONCRETE

50 mm Ø WATER SUPPLY PIPE

0,30

OPEN SLAT CEILING

0,30 0,20

0,20

3.00 M AFF

0,30

0,80

0,30

0,04

DRAIN

0,30

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

0,80

GRUPO PATIO ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

0,20

CLIENTE:

COPING STONE

150 mm STRUCTURAL WALL W/ WATERPROOFING

2.70 M AFF

1,20

BEAM RUNNING BEYOND

0,45

2,15

0,45

LEVEL 1

CROQUIS DE LOCALIZACIÓN

0,00

NOTE: SPOT HEIGHTS/DATUMS OF PLANTERS/WALLS ARE FOR INFORMATION ONLY. CODE MINIMUM GUARDRAIL HEIGHTS ARE TO BE MAINTAINED. ALL SPOT ELEVATIONS SHOULD BE VERIFIED IN FIELD (VIF).

CROQUIS DE LOCALIZACIÓN

STONE PAVERS 220 X 1200

SETTING BED

OPEN SLAT CEILING

50 mm Ø WATER SUPPLY PIPE

CLIENTE:

0,30

3.00 M AFF

LEVEL 1 CONCRETE STRIP TO MATCH PLANTER 0,00

ARQUITECTO DE DISEÑO:

4,50 TO STL. EMBEDS/ANGLES

500 mm RETAINING WALL

2.70 M AFF

UNDERGOUND SETBACK MINIMUM

1 : 50

METAL GUARDRAIL OF SAME 0,00 HEIGHT AND DESIGN AS GUARDRAIL SURROUNDING 1:50 NORTH RAMP (SEE

02. DETAIL @ WATERFALL/LIGHTWELL 4

4,85

LEVEL S1

LEVEL 2 4,50

+0,00 - APZ

16 July 2020 / page 47

-3,50

PROPERTY LINE

OPEN SLAT CEILING

PROYECTO:

SUPERFICIE CONSTRUIDA PERMITIDA SOBRE NNT:

8,455.00 m2

8,673.48 m2

OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2

1,095.50 m2

1 LIGHT WELL DESIGN FECHA:

30.625 m

+0,00 - APZ

NORTH TERRACE, PLANTERS & LIGHTWELLS 3 A-064

-3,50 - APZ

LIGHTWELLS/TREE PLANTERS LINE ABOVE

REFLECTING POOL

2,01

4,06

A-064

NO. DESCRIPCIÓN

100% SCHEMATIC DESIGN

FECHA

05 JUN 2020

0,00

FLOOR PLAN - LEVEL 01

2,03

4,06

PAVED PLATFORM

brandon haw architecture / Proyecto Francisco Aguirre / External Works Update

METAL GUARDRAIL OF SAME 4 1 3 2 HEIGHT AND DESIGN AS sA-068 sA-068 A-063 A-063 GUARDRAIL SURROUNDING

2,03 3,00

ALO NS OD EM ON RO Y

LEVEL S1 -3,50

PAVED PLATFO

NOTA: N FUE PRE DISEÑO

PROPERTY LINE

SECTION @ LIGHTWELL SECTION1:100 - WEST THROUGH LIGHT WELL 1 : 50

REFLECTING P

UNDERGOUND SETBACK MINIMUM

WATERFALL W FEATURE BEYO

1 : 100

J O DE AGUIRRE ISC FRANC

NORTE: 73 GRADOS

RESTAURANT OUTDOOR SEATING AREA WATERFALL FEATURE OPEN TO ABOVE

2,03

ALO NS OD EM ON RO Y

PAVED PLATFORM

A-063

4,06 -3,50 - APZ

ESCALA: As indicated

TITULO Y CLAVE

REFLECTING POOL H

2,01

LEASABLE SPACE SUNKEN PATIO 30.625 m

RE AGUIR ISCO DE FRANC

3,02

16 July 2020 / page 45

A-064

0,80

3 2

LEVEL 1

CROQUIS DE LOCALIZACIÓN

WATERFALL FEATURE

CROQUIS DE LOCALIZACIÓN

DATOS DE LA CONSTRUCCIÓN:

A-063 sA-068

CONCRETE TR PLANTER RESTAURANT TERRACE

ALTURA MAX. PERMITIDA:

3,523 m2 E-Am5 .30 .40

NORMATIVIDAD:

NO. D

A-064

TREE PLANTER BEYOND NORTH TERRACE,

UNDERGOUND SETBACK MINIMUM

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

ALONSO DE CORDOVA

TREE PLANTER

CROQUIS

2,68

3,00

DATOS DEL PREDIO:

4 1

sA-068

1:100

1 : 50

A-064

VIEW @ LOWER TERRACE LOOKING WEST PLANTER SECTION - WEST THROUGH PLANTER 3 1 : 50 sA-068 A-063

RESTAURANT TERRACE

ALONSO DE CORDOVA

PAVED PLATFORM

3,523 m2 E-Am5 .30 .40

PROPERTY LINE

01 PLANTER PLANTERSECTION SECTION@ - WEST THROUGH PLANTER

PLANTERS & LIGHTWELLS

SUPERFICIE TERRENO: ZONA: OCUPACIÓN SUELO: ÁREA LIBRE:

DATOS DE LA CONSTRUCCIÓN: NOTE: ÁREA 4 CONSTRUIDA BAJO 1 3 NNT: 12,209.00 m2 2 NUMERO NIVELS BAJO NNT: 05 SPOT sA-068 A-063 A-063 NNT: 8,673.48 m2 sA-068 ÁREA CONSTRUIDA SOBRE H HEIGHTS/DATUMS I NUMERO NIVELES SOBRE NNT: 08 OF PLANTERS/WALLS OCUPACIÓN SUELO: 1,095 m2 SUPERFICIE EDIFICADA TOTAL: 20,822.48 m2 ARE FOR INFORMATION NORMATIVIDAD: PROYECTO: ONLY. CODE MINIMUM30.625 m 30.625 m ALTURA MAX. PERMITIDA: GUARDRAIL HEIGHTS SUPERFICIE CONSTRUIDA 8,455.00 m2 8,673.48 m2 SOBRE NNT: ARE TOPERMITIDA BE MAINTAINED. OCUPACIÓN SUELO PERMITIDO: 1,056.00 m2 1,095.50 m2 ALL SPOT ELEVATIONS FECHA: ESCALA: 1 : 25 SHOULDTITULO BE VERIFIED IN Y CLAVE 3 FIELD (VIF).

LIGHT WELLS OPEN TO BELOW, TYP

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS

A-064

DATOS DEL PREDIO:

REFLECTING POOL

WELL

UNDERGOUND SETBACK MINIMUM

RESTAURANT TERRACE

-3,50

STONE VENEER WALL PROPERTY LINE @ 2 DEGREE ANGLE

SECTION - WEST THROUGH LIGHT WELL

LEVEL 1

1 : 25

LEVEL S1

3,00

NOTA: NO PARA CONSTRUCCIÓN - ESTE DOCUMENTO FUE PREPARADO PARA TEMAS DE COORDINACIÓN DE DISEÑO Y CONCEPTOS

WATERFALL WATER FEATURE BEYOND brandon haw architecture / Proyecto Francisco Aguirre / External Works Update

A-064

PAVED PLATFORM

CAVITY

2,15

0,45

SECTION - WEST THROUGH LIGHT WELL

REFLECTING POOL

LEVEL S1

REVEAL

0,45

3,00

PAVED PLATFORM

0,00

-3,50

WATERFALL WATER FEATURE BEYOND

WATERPROOFING MEMBRANES

REFLECTING POOL

LEVEL 1

LEVEL S1

0,00

LEVEL 2

WATERFALL FEATURE GLASS STRUCTURALLY GLAZED

1,20

LEVEL 1

SIDEWALK (HT. VARIES)

BRANDON HAW ARCHITECTURE, LLP 630 FLUSHING AVE, STUDIO 310 BROOKLYN, NY 11206 +1 (212) 300-8440

-3,50

W/ WATERPROOFING

RESTAURANT TERRACE

150 mm STRUCTURAL WALL W/

GRUPO PATIO WATER PROOFING ALONSO DE CORDOVA 3788, PISO 2, VITACURA, SANTIAGO, CHILE +(56) 2 2979-6600

0,20

5 A-064

CONCRETE TREE 150 PLANTER mm STRUCTURAL WALL

05 JUN 2020

CONCRETE TREE PLANTER

COPING STONE W/ MILLED CHAMFER

FECHA

50 mm Ø WATER SUPPLY PIPE 01 100% SCHEMATIC DESIGN

4,50

21 MAYO 2020

PROPERTY LINE PROYECTO:

0,20

NO. DESCRIPCIÓN 4 A-064

FECHA

SCHEMATIC DESIGN

UNDERGROUND SETBACK

0,20

NORTE: 73 GRADOS

0,20

0,80

0,30

WATER SUPPLY NOZZLE

NO. DESCRIPCIÓN

OPEN SLAT CEILING 50 mm. GAP

0,30 0,20

4,50

LEVEL 2

4,50

15 mm. LAM. GLASS RAILING

0,04

ALO NS OD EM ON RO Y

CLIENTE

ARQUITE

STL. OR ALUM. CAP

0,06

ALONSO DE CORDOVA

WATER THROUGH CNC-MILLED STONE

PROYEC

1FRA

NORTE: 73 GRADOS

FRANCISCO AGUIRREWATER THROUGH CNC-MILLED STONE

PROJECT LVL +0,00

DETAIL @ WATERFALL T.O. WALL

DT_WATERFALL

LEVEL 2

RESTAURANT TERRACE

RE AGUIR ISCO DE FRANC

IRRE DE AGU

ALO NS OD EM ON RO Y

TREE PLANTER BEYOND

PIN W/ GROUT

LEVEL 2

H PLANTER

1:50

1 : 25

LEVEL S1

COPING STONE

SCO FRANCI

ALONSO DE CORDOVA

-3,50

01. DETAIL @ PLANTER

PLANTER SECTION - WEST THROUGH PLANTER

A-064

DATOS DE

VIEW @ LOW

SUPERFIC ZONA: OCUPACI ÁREA LIB

DATOS D

ÁREA CO NUMERO ÁREA CO NUMERO OCUPAC SUPERFI

5 A-064

4 1 sA-068 A-063

NORMAT

A sA

ALTURA M

SUPERFI PERMITID

OCUPAC

FECHA:

TITUL

FLO O R PLAN - L

400 COLLINS CARPARK + CONDOMINIUMS Office Project Site: Miami Beach, Florida, USA 2018 - 2020 Located in a primarily residential section of South Beach, 400 Collins is a mixed-use development, consisting of ground-floor retail, 3 levels of car parking, and 3 levels of residential condominiums. Serving as a primaryuse carpark permits the project to increase its development area, yet special care was taken to integrate the project into the existing fabric of the historic neighborhood. Based on analyses of the color and architectural palette established by the Miami Beach Preservation League to preserve and promote the art deco heritage of the area, 400 Collins is a contemporary response to the rich architectural fabric of the neighborhood. The prime focus of the building is a unique, vertical cladding system enclosing the parking garage. The distinctive, double-fin design features white outside fins coupled with interior fins painted a different color on each level to match the pastel palette of the surrounding neighborhood. The interior color reflects color from within to offer a hint of color without overtly expressing it. Fins are spaced to prevent people from seeing headlights of the cars within the parking garage while still allowing the parking garage to be completely naturally ventilated. I served as the senior architect on this project, leading design studies, zoning analyses, as well as preparing all presentations for zoning board approvals. I was proud to present this project which received unanimous approval from the Miami Beach Planning Board as well as the Miami Beach Historic Preservation Board.

PROJECT

ARCH D 36"x24"

TORINO GARAGE 400 COLLINS AVE., MIAMI BEACH, FL 33139 Owner: Savoy Hotel Partners, LLC c/o Allied Partners 770 Lexington Ave 17th Floor New York, NY 10065-8165

ARCH D 36"x24"

PROJECT

TORIN

400 COLLIN FL 33139

Architect: Brandon Haw Architecture LLP 375 Park Avenue, Suite 3308 New York, NY 10152 License # AA26003249

Owner: Savoy Hote c/o Allied Pa 770 Lexingto 17th Floor New York, N

CONSULTANTS Structural Engineer: DeSimone 800 Brickell Avenue, 6th Floor Miami, FL 33131

Architect: Brandon Ha 375 Park Av New York, N License # A

MEP Engineer: Stantec 3915 Biscayne Blvd, Suite 401 Miami, FL 33137-3737

CONSULTANT

Structural E DeSimone 800 Brickell Miami, FL 3

Civil Engineer: VSN Engineering, Inc. 8660 W. Flagler Street, Suite 113 Miami, FL 33144

MEP Engine Stantec 3915 Biscay Miami, FL 3

Geo-tech Engineer: Langan 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848

Civil Engine VSN Engine 8660 W. Fla Miami, FL 3

Life Safety Consultant: SLS Consulting, Inc. 260 Palermo Avenue Coral Gables, FL 33134

Geo-tech En Langan 15150 NW 7 Miami Lakes

Parking Consultant: Timothy Haahs & Associates, Inc. 40 NW 3rd Street, Suite 1102 Miami, FL 33128

Life Safety C SLS Consul 260 Palermo Coral Gable

Parking Con Timothy Haa 40 NW 3rd S Miami, FL 3

Elevator Consultant: Van Deusen & Associates, Inc. 8201 Peters Road, Suite 1000 Plantation, FL 33324

Elevator Co Van Deusen 8201 Peters Plantation, F

Acoustic Consultant: Electro-Media Design, Ltd. 973-C Russell Avenue Gaithersburg, MD 20879

Acoustic Co Electro-Med 973-C Russ Gaithersbur

Landscape Architect: Naturalficial, Inc. 6915 Red Road, Suite 224 Coral Gables, FL 33143 Contact: Andres Arcila O: 786.717.6564 / M: 305.321.2341 Firm Reg. No. LC26000548

NO. 1 2

DESCRIPTION

PLANNING BOARD FIRST SUBMITTAL PLANNING BOARD FINAL SUBMITTAL

DATE OF ISSUE 04/08/19 SCALE

Landscape Naturalficial 6915 Red R Coral Gable Contact: An O: 786.717. Firm Reg. N

DATE April 8, 2019 April 26, 2019

NO. 1 2

DRAWN BY

DESC

PLANNING BO PLANNING BO

DATE OF ISSUE

04/08/19

CHECKED BY -

SCALE PROJECT NO.

PROJECT NO. & TITLE

1507 TORINO

1507 TORINO GARAGE

PROJECT STAT PLANNING BO

PROJECT STATUS PLANNING BOARD FINAL SUBMITTAL

KEY PLAN

SCALE & ORIE

SCALE & ORIENTATION

TRUE NORTH: 10.78 DE

SCALE AS NOT

TRUE NORTH: 10.78 DEG

GRAPHIC SCALE (AS R

SCALE AS NOTED

SEAL & SIGNA

GRAPHIC SCALE (AS REQ'D)

This document has b purposes only. No wa adequacy for constru

SEAL & SIGNATURE This document has been prepared for creative, conceptual or planning purposes only. No warranties are made regarding the design or its adequacy for construction or other purposes. © Brandon Haw Architecture LLP 2019

DRAWING TITL

PB A-

HISTORICA

HISTORICAL CONTEXT - COLOR

DRAWING TITLE

PB A-072

HISTORICAL CONTEXT - COLOR HISTORICAL CONTEXT - COLOR

NOT FOR CONSTRUCTION

ARCHITECTURAL FEATURE AND COLOR STUDIES

NOT FOR CONSTRUCTION

WHITE OUTER FINS PROJECT COLORED SIDE AS SEEN FROM OF INNER FINS TORINO GARAGE STREET SIDE VISIBLE INNER FIN SPACING = 4-1/8" 400 COLLINS AVE., MIAMI BEACH,

WHITE OUTER FINS AS SEEN FROM STREET SIDE

COLORED SIDE OF INNER FINS VISIBLE

2.06"

4.13"

2.06"

TYPE A

0' - 1"

0' - 8"

0' - 3 1/2"

COLORED SIDE OF INNER FINS VISIBLE

2.06"

4.13"

CONSULTANTS Structural Engineer: DeSimone 800 Brickell Avenue, 6th Floor Miami, FL 33131 MEP Engineer: Stantec 3915 Biscayne Blvd, Suite 401 Miami, FL 33137-3737

2.06"

5' - 6"

1.6 3

. = 38.83%

1.6 3

Civil Engineer: VSN Engineering, Inc. 8660 W. Flagler Street, Suite 113 Miami, FL 33144

Geo-tech Engineer: Langan 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848

OUTER FIN SPACING = 4-1/8"

TOTAL MIN. WIDTH AIR PASSAGES PER PANEL = 1.63" x 15 = 24.45" PANEL WIDTH = 66.00" OPEN AIR RATIO = 24.45 / 66 = 37.05%

ARCH D 36"x24"

1.6 3

Life Safety Consultant: SLS Consulting, Inc. 260 Palermo Avenue Coral Gables, FL 33134

ARCH D 36"x24"

3" = 1'-0"

. = 38.87%

4.71"

2.2 0"

4.71"

NO.

TYPE B

1 2

DESCRIPTION

CONSULTANTS DATE

HPB FIRST SUBMITTAL HPB FINAL SUBMITTAL

April 15, 2019 May 6, 2019

0' - 3 1/2"

0' - 8"

Architect: Brandon Haw 375 Park Ave New York, NY License # AA2

Landscape Architect: Naturalficial, Inc. 6915 Red Road, Suite 224 Coral Gables, FL 33143 Contact: Andres Arcila O: 786.717.6564 / M: 305.321.2341 Firm Reg. No. LC26000548

1.78"

0' - 1"

400 COLLINS FL 33139

Owner: Savoy Hotel P c/o Allied Part 770 Lexington 17th Floor New York, NY

Acoustic Consultant: Electro-Media Design, Ltd. 973-C Russell Avenue Gaithersburg, MD 20879

0.58"

0' - 3 1/2"

. = 38.80%

4.71"

TORIN

Elevator Consultant: Van Deusen & Associates, Inc. 8201 Peters Road, Suite 1000 Plantation, FL 33324

INNER FIN SPACING = 4-11/16" (4.71")

2.93"

PROJECT

Parking Consultant: Timothy Haahs & Associates, Inc. 40 NW 3rd Street, Suite 1102 Miami, FL 33128

FIN PANEL - TYPE A - DETAIL PLAN

COLORED SIDE OF INNER FINS VISIBLE

Architect: Brandon Haw Architecture LLP 375 Park Avenue, Suite 3308 New York, NY 10152 License # AA26003249

0' - 3 1/2"

ercent of the buted over

Owner: Savoy Hotel Partners, LLC c/o Allied Partners 770 Lexington Ave 17th Floor New York, NY 10065-8165

1.8 7"

FL 33139

shall have such he total nings nimum of 40 20 percent

ERED IN SE

2.36"

4.71"

OUTER WHITE FINS OUTER FINS INSIDE AS SEEN FACEFROM WITH COLOR STREET SIDE *NOTE THAT INNER FINS HAVE BEEN REMOVED FOR THIS PHOTO

WHITE OUTER FINS AS SEEN FROM STREET SIDE

2.36"

66.00"

2.1 1

DATE OF ISSUE

04/15/19

05,

FIN PANEL - TYPE B - DETAIL PLAN

MEP Enginee Stantec 3915 Biscayn Miami, FL 331

Civil Enginee VSN Enginee 8660 W. Flag Miami, FL 331

Geo-tech Eng Langan 15150 NW 79

DRAWN BY -

1 MOCK-UP MODELCHECKED PHOTO -PHOTO FRONT- VIEW FROMVIEW STREET 1 MOCK-UP MODEL PHOTO - FRONT VIEW FROM STREET 2 MOCK-UP MODEL DIAGONAL SCALE BY OUTER FIN SPACING = 4-11/16" (4.71") TOTAL MIN. WIDTH AIR PASSAGES PER PANEL = 2.11" x 13 = 27.43" As indicated WHITE OUTER FINS COLORED SIDE WHITE OUTER FINS COLORED SIDE PANEL WIDTH = 66.00" PROJECT NO. & TITLE AS SEEN FROM OF INNER FINS AS SEEN FROM OF INNER FINS OPEN AIR RATIO = 27.43 / 66 = 41.56% 1507 TORINO GARAGE STREET SIDE VISIBLE STREET SIDE VISIBLE PROJECT STATUS

OUVER

Structural En DeSimone 800 Brickell A Miami, FL 331

Miami Lakes, 23MOCK-UP VIEW MOCK-UPMODEL MODE MOCK-UPMODEL MODELPHOTO PHOTO--DIAGONAL REAR VIEW FROM 43MOCK-UP Life Safety Co SLS Consultin PARKING SIDE W/ PARKING SIDE W/ INNER FINS REMOVED OUTER FINS 260 Palermo A Coral Gables, W/ COLORED FACE Parking Cons Timothy Haah VISIBLE ON THE INTERIOR

40 NW 3rd St Miami, FL 331

PLANNING BOARD FINAL SUBMITTAL

3" = 1'-0"

Elevator Con Van Deusen & 8201 Peters R Plantation, FL

3.00"

4.00"

3.00"

4.00"

3.00"

4.00"

3.00"

4.00"

3.00"

0.60"

4.00"

Landscape A Naturalficial, I 6915 Red Roa Coral Gables, Contact: Andr O: 786.717.65 Firm Reg. No.

1.7 9"

1.2 2"

1.7 9"

1.2 2"

1.7 9"

1.2 2"

1.7 9"

1.2 2"

1.7 9"

1.2 2"

4.00"

Acoustic Con Electro-Media 973-C Russel Gaithersburg,

INNER FINS VISIBLE

4.00"

3.00"

4.00"

2.17"

NO.

0' - 1"

TYPE C

1 2

SCALE & ORIENTATION

DESCR

PLANNING BOA PLANNING BOA

0' - 3 1/2"

/4"

0' - 8"

0' -

/2"

0' - 3 1/2"

1.83"

INNER FIN SPACING = ... 3",COLORED 4", 4"... SIDE OF

COLORED SIDE OF INNER FINS VISIBLE

2.2 9"

INNER FIN

1.7 2"

KEY PLAN

2.73"

0' - 5 1/2"

5.50"

2.77"

5' - 6"

2.7 6

TRUE NORTH: 10.78 DEG 2.7 6

2.7 6

SCALE AS NOTED GRAPHIC SCALE (AS REQ'D)

OUTER FIN

TOTAL MIN. WIDTH AIR PASSAGES PER PANEL = 2.76" x 6 + 1.79" x 5 = 25.51" PANEL WIDTH = 66.00" OPEN AIR RATIO = 25.51 / 66 = 38.65%

OUTER FIN SPACING = 5 -1/2"

DATE OF ISSUE 04/08/19

SEAL & SIGNATURE

SCALE

This document has been prepared for creative, conceptual or planning purposes only. No warranties are made regarding the design or its adequacy for construction or other purposes. Â© Brandon Haw Architecture LLP 2019

FIN PANEL - TYPE C - DETAIL PLAN

3" = 1'-0"

PROJECT NO. &

1507 TORINO G

PROJECT STATU PLANNING BOA KEY PLAN

LINE OF SIGHT AIR PASSAGE WHITE OUTER FINS

AS SEEN FROM MINIMUM AIR PASSAGE WIDTH PER FIN MODULE DIMENSIONED IN RED. STREET SIDE NOT FOR CONSTRUCTION

DRAWING TITLE

HPB A-670

ENCLOSURE DETAILS - FINS

OUTER FINS OUTER FINS WHITE INSIDEAS FACE WITH COLOR SEEN FROM STREET SIDE *NOTE THAT INNER FINS HAVE BEEN REMOVED FOR THIS PHOTO

OUTER FINS INSIDE FACE WITH COLOR *NOTE THAT INNER FINS HAVE BEEN REMOVED FOR THIS PHOTO

PARKING GARAGE ENCLOSURE - DOUBLE FIN EXTRUDED ALUMINUM SYSTEM 1 MOCK-UP MODEL PHOTO - FRONT VIEW FROM STREET1 MOCK-UP 2 MOCK-UP MODEL MODEL PHOTO PHOTO - FRONT - DIAGONAL VIEW FROM VIEWSTREET 3 MOCK-UP 2 MOCK-UP MODEL MODEL PHOTO PHOTO - REAR - DIAGONAL VIEW FROM VIEW PARKING SIDE W/ INNER FINS REMOVED

4 MOCK-UP 3 MOCK-UP MODEL MODEL PHOTO PHOTO - FROM - REAR TOPVIEW OF MODEL FROM PARKING SIDE W/ INNER FINS REMOVED

SCALE & ORIEN

4 MOCK-UP MODEL P

PARKING GARAGE FIN STUDIES TRUE NORTH: 10.78 DEG

SCALE AS NOTE

GRAPHIC SCALE (AS REQ

SEAL & SIGNAT

COLLINS AVENUE

PROPERTY LINE

5'-0" COMM. PEDESTAL AND TOWER REAR SETBACK

MAX. ALLOWED HEIGHT TO TOP OF BULKHEAD NGVD +109'-0"

PROPERTY LINE

COLLINS COURT

ARCH D 36"x24"

25' - 0"

5' - 0"

3' - 0"

MAX. ALLOWED ROOF HEIGHT WITH PROPOSED VARIANCE NGVD +87'-0" MAX. ALLOWED HEIGHT TO TOP OF RESIDENTIAL ROOF NGVD +84'-0"

MAX. ALLOWED HEIGHT TO TOP OF PARKING NGVD +59'-0"

50' - 0"

75' - 0"

NOTE: CONTEXT BUILDING HEIGHTS ESTIMATED FROM PHOTOGRAPHS TAKEN MARCH 12, 2019

1' - 10" 1' - 0"

+1'-0" FREE BOARD NGVD +9'-0" BASE FLOOD ELEVATION NGVD +8'-0"

PROPOSED SITE ELEVATION - SOUTH

MAX.CONSULTANTS ALLOWED HEIGHT TO TOP OF BULKHEAD NGVD +109'-0" Structural Engineer:

5' - 0"

3' - 1 1/2"

PROPERTY LINE

3' - 0"

MEP Engineer: Stantec

15' - 4"

13' - 0"

25' - 0"

MAX. ALLOWED HEIGHT TO TOP OF RESIDENTIAL ROOF NGVD +84'-0"

3' - 9"

DeSimone 800 Brickell Avenue, 6th Floor Miami, FL 33131

MAX. ALLOWED HEIGHT 3915 BiscayneROOF Blvd, Suite 401 Miami, FL 33137-3737 WITH PROPOSED VARIANCE Civil Engineer: NGVD +87'-0"

3'-9" ALLOWED BALCONY PROJECTION

Architect: Brandon Haw Architecture LLP 375 Park Avenue, Suite 3308 New York, NY 10152 License # AA26003249

3' - 0"

MAX. ALLOWED ROOF HEIGHT WITH PROPOSED VARIANCE NGVD +87'-0"

4TH STREET

COLLINS AVENUE

PROPERTY LINE

Owner: Savoy Hotel Partners, LLC c/o Allied Partners 770 Lexington Ave 17th Floor New York, NY 10065-8165

PROPERTY LINE

400 COLLINS AVE., MIAMI BEACH, FL 33139

5'-0" COMM. PEDESTAL AND TOWER REAR SETBACK

MAX. ALLOWED HEIGHT TO TOP OF BULKHEAD NGVD +109'-0"

PROPERTY LINE

COLLINS COURT

TORINO GARAGE

15'-4" RES. TOWER INT. SIDE SETBACK

PROJECT

12'-10" RES. TOWER STREET SIDE SETBACK

1/16" = 1'-0"

3'-1 1/2" ALLOWED BALCONY PROJECTION

VSN Engineering, Inc. 8660 W. Flagler Street, Suite 113

MAX. ALLOWED HEIGHT TO TOP OF RESIDENTIAL ROOF Miami, FL 33144 NGVD +84'-0" Geo-tech Engineer: Langan 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848 Life Safety Consultant: SLS Consulting, Inc. 260 Palermo Avenue Coral Gables, FL 33134 Parking Consultant: MAX. ALLOWED HEIGHT TO TOP OF PARKING Timothy Haahs & Associates, Inc. NGVD +59'-0" 40 NW 3rd Street, Suite 1102

50' - 0"

Acoustic Consultant: Electro-Media Design, Ltd. 973-C Russell Avenue Gaithersburg, MD 20879 Landscape Architect: Naturalficial, Inc. 6915 Red Road, Suite 224 Coral Gables, FL 33143 Contact: Andres Arcila O: 786.717.6564 / M: 305.321.2341 FREE BOARD Firm Reg. No. LC26000548

+1'-0" NGVD +9'-0"

1' - 0"

BASE FLOOD ELEVATION NGVD +8'-0"

Elevator Consultant: Van Deusen & Associates, Inc. 8201 Peters Road, Suite 1000 Plantation, FL 33324

NOTE: CONTEXT BUILDING HEIGHTS ESTIMATED FROM PHOTOGRAPHS TAKEN MARCH 12, 2019

1' - 10"

+1'-0" FREE BOARD NGVD +9'-0"

75' - 0"

Miami, FL 33128

NO.

DESCRIPTION

DATE

1 HPB FIRST SUBMITTAL BASE FLOOD ELEVATION 2 HPB FINAL SUBMITTAL NGVD +8'-0"

PROPOSED SITE ELEVATION - SOUTH

PROPOSED SITE ELEVATION - EAST

1/16" = 1'-0"

April 15, 2019 May 6, 2019

16'

1' - 0"

MAX. ALLOWED HEIGHT TO TOP OF PARKING NGVD +59'-0" NOTE: CONTEXT BUILDING HEIGHTS ESTIMATED FROM PHOTOGRAPHS TAKEN MARCH 12, 2019

32'

1/16" = 1'-0"

MAX. ALLOWED HEIGHT TO TOP OF BULKHEAD NGVD +109'-0"

PROPERTY LINE

3'-9" ALLOWED BALCONY PROJECTION

04/15/19 SCALE 1/16" = 1'-0"

NOT FOR CON

DRAWN BY CHECKED BY -

SITE ELEVATION - EAST PROJECT NO. & TITLE

1507 TORINO GARAGE

PROJECT STATUS PLANNING BOARD FINAL SUBMITTAL KEY PLAN

3' - 9" 3' - 1 1/2"

15' - 4"

25' - 0"

13' - 0"

3' - 0"

MAX. ALLOWED ROOF HEIGHT WITH PROPOSED VARIANCE NGVD +87'-0"

15'-4" RES. TOWER INT. SIDE SETBACK

12'-10" RES. TOWER STREET SIDE SETBACK

3'-1 1/2" ALLOWED BALCONY PROJECTION

SITE ELEVATION - SOUTH

PROPERTY LINE

4TH STREET

DATE OF ISSUE

MAX. ALLOWED HEIGHT TO TOP OF RESIDENTIAL ROOF NGVD +84'-0"

SCALE & ORIENTATION

MAX. ALLOWED HEIGHT TO TOP OF PARKING NGVD +59'-0" 75' - 0"

TRUE NORTH: 10.78 DEG

NOTE: CONTEXT BUILDING HEIGHTS ESTIMATED FROM PHOTOGRAPHS TAKEN MARCH 12, 2019

SCALE AS NOTED

50' - 0"

GRAPHIC SCALE (AS REQ'D)

SEAL & SIGNATURE This document has been prepared for creative, conceptual or planning purposes only . No warranties are made regarding t he design or its adequacy for construction or other purposes. Â© Brandon Haw Architecture LLP 2019

1' - 0"

+1'-0" FREE BOARD NGVD +9'-0" BASE FLOOD ELEVATION NGVD +8'-0"

DRAWING TITLE

PROPOSED SITE ELEVATION - EAST

1/16" = 1'-0"

16'

HPB A-060

32'

NOT FOR CONSTRUCTION

PROPOSED SITE ELEVATION SOUTH & EAST

SITE ELEVATIONS

ALUMINUM EXTRUSION BALUSTRADE

EXTERIOR & INTERIOR TERRAZZO FLOORING EXTERIOR & INTERIOR TERRAZZO FLOORING

ALUMINUM EXTRUSION BALUSTRADE

SATIN WHITE & MULTI-COLORED ALUMINUM FIN WHITE FACADE SATIN & MULTI-COLORED ALUMINUM FIN FACADE

PROJECT B

CONCRETE WALL ALUMINUM EXTRUSION SCREEN W/ 2-COAT MASONRY

TORINO GARAGE

INT

COATING SYSTEM

STRUCTURAL COLUMN

ALUMINUM EXTRUSION SCREEN

HALFEN CHANNEL OR APPROVED EQUIV. INTERMITTENTLY SPACED AS REQ'D PAINTED TO MATCH MASONRY COAT TINTING

TRM-102

DECO. LOUVER LINE OF BTM FRAME (BELOW)

DETAIL - EWS-302 - LOUVER PLAN

3" = 1'-0"

INFILL LOUVERS AND CONDOMINIUM RAIL DETAIL TRUDED ALUMINUM FINS

EWS-302

0' - 5" 0' - 1"

CAVITY

EXT

CAVITY

400 COLLINS AVE., MIAMI BEACH, FL 33139

ENCLOSURE KEYNOTE LEGEND EXTRUDED ALUMINUM LOUVER SYSTEM, PAINTED STUCCO F REVEAL MOLDING

TERMINATION CHANNEL FIXED TO MASONRY WALL BEHIND BY INTERMITTENLY SPACED ANCHORS

1' - 9 1/2"

DETAIL - EWS-302 @ VERT TERMINATION CHANNEL

1 1/2" = 1'-0"

12"

Owner: Savoy Hotel Partners, LLC c/o Allied Partners 770 Lexington Ave 17th Floor New York, NY 10065-8165 Architect: Brandon Haw Architecture LLP 375 Park Avenue, Suite 3308 New York, NY 10152 License # AA26003249

CONSULTANTS Structural Engineer: DeSimone 800 Brickell Avenue, 6th Floor Miami, FL 33131 MEP Engineer: Stantec 3915 Biscayne Blvd, Suite 401 Miami, FL 33137-3737 Civil Engineer: VSN Engineering, Inc. 8660 W. Flagler Street, Suite 113 Miami, FL 33144

Geo-tech Engineer: Langan 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848 Life Safety Consultant: SLS Consulting, Inc. 260 Palermo Avenue Coral Gables, FL 33134

BUSINESS PARK AMENITY BUILDINGS Office Project Site: Irvine, California, USA 2017 - 2018 Consisting of a three-phase business park development in Irvine, I served as Project Architect for the exterior envelope of four destination amenity buildings within the development: a cafe, fitness center, conference center, and food hall with various vendors. The Cafe and Fitness Center, in Phase I, follow a similar language to adjacent office buildings of curtain wall construction with minimal frame profiles and low-e glass. However, they both introduces operable walls and refined mechanical wells to hide all site mechanicals for the project due to their visibility from adjacent offices. Phase II’s amenity, a Conference Center, is based off a pinwheel concept, where the main, dividable conference space is in the center and affiliated services radiate outwards. Both outside walls of the conference center are designed to open up similar to garage doors, uniting the interiors with adjacent cantilevered patio overhangs. Wood-like flooring continues from the inside out to the surrounding patios. Phase III consists of an expressed concrete structure, with shear walls anchoring 2 corners and supporting a 2-way concrete slab. The concrete is expressed wherever possible, giving the building a more industrial, lived-in feel. Inside, individual pods house various food vendors as well as WCs and mechanicals. I served throughout all phases of design, working with the associate architect for the interiors, as well as consultants, and the client.

SHIMMING AS NECESSARY

WEEP HOLE

SLOPE 1/8" PER 1'-0"

3/4"

3 5/8"

AL-3

f. 949. 260.1190 e. lpa@lpainc.com

SLOPE 1/8" PER 1'-0"

1' - 9"

S-5

PARAPET 19' - 0"

3 5/8"

WEEP HOLE

ROOFING DETAILS BY OTHERS

2' - 3"

ROOFING DETAILS BY OTHERS

2' - 3"

3/4"

D.1

1' - 1" 9"

3 5/8"

SLOPE 1/8" PER 1'-0"

AL-3

3/4"

WEEP HOLE

AL-3

1' - 9"

p. 949. 261.1001 w. lpainc.com

E 1' - 9"

STRUCTURAL BEAM REFER TO STRUCTURAL DWGS FOR DETAILS 88 Pine Street New York, NY 10005 (212) 751-3122

STRUCTURAL STEEL BEAM REFER TO STRUCTURAL DWGS FOR DETAILS INTERIORS BY OTHERS

AL-3

3/8" 3/8"

STRUCTURAL BEAM REFER TO STRUCTURAL DWGS FOR DETAILS

1 3/4"

AL-1

ML 1 3/4"

THERMAL INSULATION

3/8" 3/8"

AL-3

AL-1

AL-2 GL-6.1

STRUCTURAL STEEL COLUMN REFER TO STRUCTURAL DWGS FOR DETAILS

GL-6.1

INTERIORS BY OTHERS

AL-2

INTERIORS BY OTHERS

1/2"

1 1/8" 7/16" 3 15/16"

1/2"

11"

1 1/8"1 21/32"

2 23/32"

1/2"

11"

1 1/8"

7/16"

6 1/2"

7 15/16" 10"

11"

ML 3" = 1'-0" REF: 1 / 2E-A811

3" = 1'-0" REF: 1 / 2E-A816

2E-A871

1/2"

11"

2E-A871

1/2"

1 1/8"

SECTION DETAIL

6" 1 1/8" 1 21/32"

11"

3" = 1'-0" REF: 1 / 2E-A814

6 1/2"

2 23/32"

1/2"

GL-6.1

10" 1 1/8"

10 15/16"

8 3/8"

AL-2

12' - 0" TO GROUND

AL-2

1 5/8" 6 1/2" 1/4" 1/4"

AL-1

GL-6.1

Date

GL-6.2

3/8"

ML 12' - 0" TO GROUND

1 5/8"

1 3/4"

AL-2

1 5/8"

ML 12' - 0" TO GROUND

4' - 2" TO ML

3/8"

1/4" 1/4"

3/8" 3/8"

NOTCH VERTICAL, BEYOND

AL-2

6 1/4"

AL-2

3/8" 3/8"

6 1/4"

6 1/2"

6 1/4"

AL-2

NOTCH VERTICAL, BEYOND

AL-1

1 3/4"

3/8" 3/8"

AL-2 AL-2

AL-2

AL-1

1/4" 1/4"

3/8" 3/8"

INTERIORS BY OTHERS

AL-1

1 3/4"

1/16"

4' - 2" TO ML

AL-1

DRAIN TO VERTICAL EXTRUSIONS

1 3/4"

AL-2

1 5/8"

1 3/4"

4' - 2" TO ML

GL-6.1 GL-6.1

DRAIN TO VERTICAL EXTRUSIONS

Developed for:

2E-A871

SECTION DETAIL

17400 - 17600 LAGUNA CANYON RD. IRVINE, CA

SECTION DETAIL

SPECTRUM TERRACE PHASE 2

7/16"

11"

7 15/16"

1/16"

2E-A871

10" 7 7/32"

11" 2 23/32"

SECTION DETAIL 3" = 1'-0" REF: 1 / 2E-A814

MATERIAL LEGEND

TYPE

DESCRIPTION

AL-1 AL-2 AL-3 GL-6.1

ALUMINUM EXTRUSION, POLISHED, ANODIZED ALUMINUM EXTRUSION, PAINTED ALUMINUM SHEET, PAINTED LOW IRON, LOW-E, FT-FT INSULATED GLASS UNIT (SAFETY), VZRE13-54, U-VALUE 0.29, SHGC 0.26, VT 42% LOW IRON, LOW-E, FT-FT INSULATED GLASS UNIT (SAFETY), VZRE13-54, U-VALUE 0.29, SHGC 0.19, VT 28%, WITH OPAQUE CERAMIC FRIT (PATTERN TBD) STEEL BAR GRATING, GALVANIZED

GL-6.2 S-5

07.30.18

10" 1 1/8"

3" = 1'-0" REF: 1 / 2E-A816

1ST AGENCY SUBMITTAL

SECTION DETAIL

Description

2E-A871

Revision

3" = 1'-0" REF: 1 / 2E-A811

11"

Date

SECTION DETAIL

1/2"

2 23/32" 10"

03.16.18

2 2E-A871

7 7/32"

11"

05.04.18

10"

SD SUBMITTAL

1/16"

1 1/8"

DD SUBMITTAL

1/2"

GL-6.1 AL-2

AL-2

1 5/8"

3/4"

1/8"

3/4" 1 3/4"

1 3/4"

3/8"

1' - 0"

SECTION DETAIL 3" = 1'-0" REF: 1 / 2E-A811

STEEL EMBED

1 5/8"

1/4" x 9" LONG SMOOTH SS DOWEL

3/8"

1' - 0"

17520

Scale

3" =

SECTION DETAI

17600

17400

4 2E-A871

SECTION DETAIL 3" = 1'-0" REF: 1 / 2E-A816

KEY PLAN

SAMPLE DETAILS

Job. No. Checked by

17500

1/4" x 9" LONG SMOOTH SS DOWEL

2E-A871

2D 17540

1 3/4"

INTERIOR FINISH BY OTHERS STEEL EMBED

INTERIOR FINISH BY OTHERS

Submittal

1/4" WIDE EXPANSION FOAM WITH SANDED SEALANT

1/8"

1/4" WIDE EXPANSION FOAM WITH SANDED SEALANT

4 3/8"

CONTINUOUS SS FLASHING & CURB WATERPROOFING

4 3/8"

AL-2

CONTINUOUS SS FLASHING & CURB WATERPROOFING

AL-1

2E-A871

1/2"

1 1/8"

3 11/16"

SPECTRUM TERRAC LAGUNA CANYON RD 00733169-CN

2 11/16"

C MATERIAL LEGEND

TYPE

DESCRIPTION

AL-1 GL-2.1 GL-4.2

ALUMINUM EXTRUSION, POLISHED, ANODIZED LOW IRON, LOW-E, FT-FT LAMINATED GLASS UNIT (SAFETY), VE13-85, U-VALUE 0.97, SHGC 0.65 LOW IRON, LOW-E, FT-FT INSULATED GLASS UNIT (SAFETY), VRE13-54, WITH OPAQUE CERAMIC FRIT (PATTERN TBD) LOW IRON, LOW-E, FT-FT INSULATED GLASS UNIT (SAFETY), VUE1-50, WITH 40% OPAQUE CERAMIC FRIT (PATTERN TBD) STAINLESS STEEL SHEET, #6 FINISH. LONG GRAIN STAINLESS STEEL SHEET, #6 FINISH, ANGEL HAIR GRAY GRANITE, HONED, WALL AND THRESHOLD STONE

GL-7.2 SS-6 SS-7 ST-3

Design Architect

PEI COBB FREED & PARTNERS Archite 88 Pine Street | New York, NY 10005 (212) 751-3122

Associate Architect

LPA, Inc. 5161 California Ave., Suite 100 | Irvine, C (949) 261-1001

Landscape Architect

BURTON LANDSCAPE ARCHITECTURE 307 S. Cedros Avenue | Solana Beach, C (858) 794-7204

Civil Engineer STANTEC 38 Technology Drive, Suite 100 | Irvine, (949) 923-6000

Structural Engineer

NABIH YOUSSEF ASSOCIATES 550 South Hope Street, Suite 1700 | Los (213) 362-0707

MEP / Lighting Design / Tel

TK1SC COLLABORATIVE / STUDIO K1 15231 Laguna Canyon Road, Suite 100 | (949) 751-5800

Signage / Graphics

DAVIES ASSOCIATES, INC. 9424 Dayton Way, Suite 217 | Beverly H (310) 247-9572

Acoustics Consultant 5 5/16"

SS-7

GOOSENECK BY CURTAIN WALL MANUFACTURER

GL-2.1

Facade Access

OLYMPIQUE 26429 Rancho Parkway South #145 | La (973) 763-3222

Vertical Transportation 5' - 0" TO FACE OF BUILDING CL

EDGETT WILLIAMS CONSULTING GRO 102 East Blithedale Avenue, Suite 1 | Mi (415) 388-1880

GL-7.2

Waterproofing Consultant

SIMPSON GUMPERTZ & HEGER, INC. 1055 West 7th Street, Suite 2500 | Los A (213) 271-2000

Geotechnical Engineering

1/8" 1 3/4"

AL-1

NMG GEOTECHNICAL, INC. 17991 Fitch | Irvine, CA 92614 (949) 442-2442

1/8"

10' - 0" TO MODULE LINE

1/8"

JENSEN HUGHES 2099 S. State College Boulevard, Suite 54 (714) 450-1700

SS-7

Entitlement & Transportation

PIRZADEH & ASSOCIATES, INC. 30 Executive Park, Suite 270 | Irvine, CA (949) 851-1367

Dry Utility Provider Coordina

9 7/8"

1/16" 1/4"

3/8" 3/8"

Code Consultant

4' - 6" TO MODULE LINE

AL-1

GL-4.2

VENEKLASEN ASSOCIATES, INC. 1711 Sixteenth Street | Santa Monica, C (310) 450-1733

10' - 0" TO MODULE LINE

3 11/16"

4' - 6" TO MODULE LINE

1/2"1 1/8"

SS-7

MORAN UTILITY SERVICES, INC. 27127 Calle Arroyo, Suite 1907 | San Ju (949) 429-5566

SS-6

Owner/Developer IRVINE COMPANY 111 Innovation Drive | Irvine, CA 92617 (949) 720-2473

No. GL-2.1

Date

Submittal/ R

06/06/17

SCHEMATIC DES

09/06/17

DESIGN DEVELO

11/03/17

4 3/4" 13/16"

4 7/16"

4 1/8"

10"

DOOR SECTION DETAIL

1D-A861 3" = 1'-0"

10"

2ND AGENCY SUB

1' - 8" 1' - 8"

10"

4 1/8"

4 1/2"

4' - 6" TO MODULE LINE

13/16"

1ST AGENCY SUB

02/26/18

3 7/8"

DOOR SECTION DETAIL

1D-A861 3" = 1'-0"

4 3/4"

50% CD SUBMITT

12/15/17

3 7/8"

STAMP

SS-6

GL-2.1

3 1/2"

10' - 0" TO MODULE LINE

GL-2.1

DRAWING TITLE

EXTERIOR WAL DETAIL SECT

SS-6

9 13/16"

ST-3

SS-7

1 1/2" 2 1/2"

DRAWN

1/2" 1/8" 3 5/8"

CHEC

Author

Chec

SCALE

1 1/2" 1 1/2"

3 7/8"

3/16"

1/2" 1/8"

ST-3

INTERIOR FINISH BY OTHERS

1' - 8"

PRO

3" = 1'-0"

PCF-17

REV.

DATE 02/26/18

DRAWING NO.

1/4" X 9" LONG SMOOTH SS DOWEL

SAMPLE DETAILS 1 DOOR SECTION DETAIL 1D-A861 3" = 1'-0"

DOOR SECTION DETAIL

1D-A861 3" = 1'-0"

1D-A86

DOOR SECTION DETAIL

1D-A861 3" = 1'-0"

Architects

LLP

f. 949. 260.1190 e. lpa@lpainc.com p. 949. 261.1001 w. lpainc.com

E.8

E.5

E.2

B.2

A.8

A.5

GL-6.1

88 Pine Street New York, NY 10005 (212) 751-3122

10' - 6"

14' - 2"

C-2

2' - 0"

1' - 8"

PARAPET 14' - 2"

LEVEL 1 0' - 0"

1 3E-A811

1 3E-A301

SS-7

GL-6.1

AL-1

1 3E-A812

GL-6.1

GL-5.3

WD-2

AL-1

WD-2

1 3E-A813

GL-5.3

AL-1

1 3E-A814

SOUTH ELEVATION 1/4" = 1'-0"

A.5

A.8

B.2

E.2

E.5

E.8

AL-1

C-2

SPECTRUM TERRACE PHASE 3

10' - 6"

14' - 2"

2' - 0"

1' - 8"

PARAPET 14' - 2"

17700 - 17900 LAGUNA CANYON RD.

AL-1

GL-6.1

LEVEL 1 0' - 0" GL-6.1

C-2

NORTH ELEVATION 1/4" = 1'-0"

GL-6.1

PARAPET 14' - 2"

MATERIAL LEGEND

TYPE

DESCRIPTION

AL-1 AL-2.3

ALUMINUM EXTRUSION, POLISHED, ANODIZED ALUMINUM EXTRUSION, PAINTED (PPG DURANAR UC109170F SUNSTORM PEARLESCENT WHITE) CONCRETE, POLISHED AND SEALED LOW IRON, LOW-E, FT-FT LAMINATED GLASS UNIT (SAFETY), VLE13-70 LOW IRON, LOW-E, FT-FT INSULATED GLASS UNIT (SAFETY), VZRE13-54, U-VALUE 0.29, SHGC 0.26, VT 42% STAINLESS STEEL SHEET, #6 FINISH, ANGEL HAIR HARDWOOD, CLEAR FINISH

AL-1

AL-1 GL-6.1

14' - 2"

GL-6.1

C-2 GL-5.3

10' - 6"

WD-2

10' - 6"

WD-2

GL-6.1 AL-1

AL-1

1 3E-A816

AL-2.3

GL-6.1

AL-1

GL-5.3

GL-6.1

AL-1

SS-7

3 3E-A301

EAST ELEVATION 1/4" = 1'-0"

4 3E-A301

SS-7 WD-2

Submittal

LEVEL 1 0' - 0"

WEST ELEVATION

3D 17840

1/4" = 1'-0"

17800

09.28.18

C-2

DD SUBMITTAL

PARAPET 14' - 2"

Date

3.2

Description

Revision

2.8

Date

GL-6.1

08.31.18

C-2

1.2

08.03.18

DD 50% SUBMITTAL - BLDG 3E

1.2

SD SUBMITTAL

1' - 8"

2.8

2' - 0"

14' - 2"

3.2

1' - 8"

2' - 0"

GL-6.1

1 3E-A815

SS-7

3E-A301

AL-1

WD-2

AL-2.3

Job. No. Checked by

Scale

17820

3A PHASE III AMENITY BUILDING ELEVATIONS 17900

17700

AME BUI EXT ELEV

KEY PLAN

3E-

UCLA BUSINESS SCHOOL EXTENSION Office Project Site: Los Angeles, California, USA 2017 As part of an extension of the Anderson School of Management, UCLA hired Pei Cobb Freed & Partners to design an extension to their 1990 brick and precast concrete school. Pei Cobb Freed & Partners came up with a unique solution of building the extension on top of an existing concrete parking structure nestled in a valley. To counteract the inward-facing design of the original school, the extension was designed to look out and connect with the rest of UCLA’s campus while mirroring the material elements of the original building. Programming included a central atrium that connected one side of parking with the other side facing the central campus. Public areas opened to terraces and green roofs and offices featured operable windows. I served as a façade designer for the Design Development and Construction Documents phase of the project, cataloguing and detailing all exterior conditions of the building and site. Challenges included seismic isolation of corners using a steel truss system to allow corner masonry zones to move independently of the main walls during an earthquake. Precast concrete, located throughout the building, had to have gravity and lateral loads accounted for in structural steel. Waterproofing conditions were numerous, including at stone ballast roofs, green roofs, paved terraces, and at the existing parking garage, upon which the addition was constructed.

SHADOW STUDY WITH NEW ADDITION HIGHLIGHTED

WESTERN APPROACH RENDERING

5/8"

3 1/2"

110 WESTWO LOS ANG

3" INVERTED STRIP OF SASM AIR BARRIER, TYP

3 5/8"

1/4"

ANDERSON OF MANA ADDI CONTINUOUS SILICONE SEAL TO SASM, TYP

1' - 10"

1/2" 1 3/4"

PROVIDE 1/4" THICK GLAZING TAPE SHIM, OR SOLID SHIM SET IN WEATHER BARRIER SEALANT AT ATTACHMENTS, TYP

9 1/8"

PRE-FORMED SILICONE SHEET SET IN SILICONE WEATHER BARRIER SEALANT ADHERED TO FRAME ALL AROUND, TYP. 1/2"

1/4"

3 1/2"

2 1/8"

5/8"

1' - 0 1/2"

5/8"

2 1/8"

3 1/2"

VENTED CAVITY, TYP

5/8"

CONTINUOUS SILICONE SEAL TO SASM, TYP

3" 3 1/2"

PRE-FORMED SILICONE SHEET SET IN SILICONE WEATHER BARRIER SEALANT ADHERED TO FRAME ALL AROUND, TYP.

1/4" 3/8" 1/4"

1/4" 1/2" 1 3/4"

3' - 6"

3"X3" STEEL TUBE VERTICAL TRUSS SEISMIC CORNER FRAME, TYP @ CORNERS.

1 3/4"

1/2"

1/4"

8 7/8"

3" MINERAL WOOL INSULATION, TYP BK

5/8"

1' - 8"

EXTERIOR GRADE SHEATHING, TYP

9 1/8"

1' - 11 3/4"

SASM AIR BARRIER, TYP

1/4"

PRECAST CONCRETE SILL

1' - 10"

A6.603

Issue Descrip 50% CONS PLAN CHE PERMIT SU FINAL PER

MODULE LINE, TYP

Date 05/26/17 09/01/17 09/29/17 10/20/17

1/4"

6 1/2"

3 1/2"

1/8" 1/4"

Issue 4 6 7 8

3" INVERTED STRIP OF SASM AIR BARRIER, TYP

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.104

5/8"

1 3/4"

1' - 1"

5/8"

2 1/8"

3 1/2" 1/4"

2 5/8"

1/2"

1' - 10"

CONTINUOUS SILICONE SEAL TO SASM, TYP

6 1/8"

3"X3" STEEL TUBE VERTICAL TRUSS SEISMIC CORNER FRAME, TYP @ CORNERS.

3 1/2"

5/8"

1' - 0 1/2" Seal / Signature

1 1/2"

VENTED CAVITY, TYP 3" MINERAL WOOL INSULATION, TYP

3/8" 1/4"

1/4" 1/2" 1 3/4"

SASM AIR BARRIER, TYP

SILICONE SEALANT WITH BACKER ROD, TYP. CUSTOM COLORS TO BE SELECTED BY ARCHITECT, TYP

EXTERIOR GRADE SHEATHING, TYP

1' - 11 3/4"

PRECAST CONCRETE SILL

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.104

PLAN DETAILS

1' - 10"

MODULE LINE, TYP

09/29/17 PERMIT SUBMISSION PLAN DETAILS Scale

3" = 1'-0" 1/4"

1/4"

3 1/2"

11 17/32" 11 15/32" BRICK BELOW

1' - 10"

A6.603

Project Number

942513.01

Description

MODULE LINE, TYP

SASM AIR BARRIER, TYP

2' - 8"

Project Name

ANDERSON SCHOOL OF MANAG

3 1/2"

PROVIDE 1/4" THICK GLAZING TAPE SHIM, OR SOLID SHIM SET IN WEATHER BARRIER SEALANT AT ATTACHMENTS, TYP

1Â° 10

1/4"

PRECAST CONCRETE SILL

1' - 8"

5/8"

1' - 11 3/4"

1/4" 1/2" 1 3/4"

1/4"

1/2"

PRE-FORMED SILICONE SHEET SET IN SILICONE WEATHER BARRIER SEALANT ADHERED TO FRAME ALL AROUND, TYP.

PROVIDE 1/4" THICK GLAZING TAPE SHIM, OR SOLID SHIM SET IN WEATHER BARRIER SEALANT AT ATTACHMENTS, TYP

11 17/32 "

2 1/8"

BELOW

2' - 9" 1/4" 3 1/2"

1' - 0 1/3 2" BRICK

1/2"

5/8"

1 3/4"

3' - 6"

2 5/8"

CONTINUOUS SILICONE SEAL AT HEAD AND SILL, TYP

1 A6.603

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.104

GENERAL NOTES 1. FOR TYPICAL PLAN DETAIL NOTES, REFER TO SHEETS A6.603 AND A6.607 2. FOR TYPICAL PRECAST PLAN CONNECTION DETAILS, REFER TO SHEET A6.616 3. ALL BRICKS ARE 11 1/2", 7 1/2", OR 3 1/2" LONG UNLESS OTHERWISE NOTED

A6.603 c 2016 Gensler

1/8" 1/4"

2' - 3" 1"

1/4"

9 1/8"

CONTINOUS SLOT FOR SHADE POCKET ABOVE 3/8" REVEAL

10"

EVENT SPACE

10"

GALLERY 10"

3 1/2"

110 WESTWO LOS ANG

BREAK FORMED 1/8" ALUMINUM CORNER, HEAD TO SILL

3/8" 3/8"

9 1/8"

12.5

1' - 5 3/4"

1 1/8"

3/8" 1 3/4"

1/2" 5 1/8" 1' - 9" 1' - 10"

1/2"

1 1/8" 1/4"

1/4"

1 1/8"

1/4" 1"

3/8" 3/8"

1/8" 1/4"

1/4" 3/8" 3/8"

1" 2' - 2"

1/8" 1/4"

5 1/8"

1/8" 1/4"

1/4"

5 1/8"

9 1/8"

1" 5 1/8" 1 1/8"1/2" 1/4"

1/2"

1/4" 1" 1/8" 1/4"

3/8" REVEAL

1 1/8" 3/8" 1 3/4"

1 1/8"

1/4"

ANDERSON OF MANA ADDI

1' - 6"

3/8" 3/8"

3/8" 1 3/4"

3 1/2"

3/8" 3/8"

3/8" 1 3/4"

3 1/2"

3/8" 1 3/4"

3/4"

1' - 5"

3/8" 1 3/4"

3' - 1"

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

COORDINATE DISTANCE BETWEEN WINDOW FRAME AND 3/4" PREFINISHED VENEERED PANEL WITH WINDOW SHADE SLOT REQUIREMENT, TYP AROUND EVENT SPACE

3 1/2"

1 1/8"

3/8" REVEAL

1 1/8"

5 1/8"

3/8"

3/4"

1 3/4" 3/4" 1 3/4"

3/8"

3/8" REVEAL

3" MINERAL WOOL INSULATION, TYP

6 A6.611

PAINTED ALUMINUM SHADOW BOX PANEL

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.105

A6.611

3 1/2"

5/8"

Issue 4 6 7 8

1' - 10"

1/4" 1/4"

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.105

Date 05/26/17 09/01/17 09/29/17 10/20/17

Issue Descrip 50% CONS PLAN CHE PERMIT SU FINAL PER

1' - 10"

5/8"

2 1/4"

1/4"

9 1/8"

1 3/4" 1/2"

PLAN DETAIL

3" = 1'-0" REF: 1 / A6.105

1/8" 1/4"

1/4" 1/4" 3/8"

5/8"

Seal / Signature

1/2" 1 3/4"

3 1/2"

7 15/32"

1/4"

Project Number

942513.01

1/8" 1/4"

PRECAST TERRACE PAVER BK

5/8"

1' - 10"

3 A6.611

PLAN DETAIL

3" = 1'-0" REF: 3 / A6.105

PLAN DETAILS

2 A6.611

PLAN DETAIL

3" = 1'-0" REF: 5 / A6.105

12.5

Description

09/29/17 PERMIT SUBMISSION PLAN DETAILS Scale

3" = 1'-0"

3 1/2"

1/4"

3 1/2"

1/4"

1/4" 1/4"

1/4"

3/4"

7 15/32" BRICK BELOW 11 17/32 "

PRECAST TERRACE PAVER

5/8"

9 1/8"

1/8" MAX PAVER JOINT SPACING, TYP

Project Name

ANDERSON SCHOOL OF MANAG

1Â° 10

11 17/32" BRICK BELOW

PRECAST TERRACE PAVER

12.5 1 A6.611

PLAN DETAIL

3" = 1'-0" REF: 5 / A6.105

A6.611 c 2016 Gensler

3' - 6" 1' - 8" 1' - 6"

1/8" 1/4" 1 3/4"

1/4"

3' - 6"

1' - 10" 1"

1' - 8"

9 1/8"

1/4"

1/8" 1/4" 1 3/4"

1' - 6"

1' - 10" 1"

1/4"

9 1/8"

1/4"

FACE OF COLUMN BEYOND

110 WESTWO LOS ANG

AL-3

ANDERSON OF MANA ADDI

10 1/8"

1' - 0"

11 1/4"

9 7/8"

ASMA LEVEL 4 / PS-5 LEVEL 6 455' - 0"

1 3/4" 1/2"

3 1/8"

1/2"

3 1/8"

1 3/4" 3/4" 1 3/4"

3/4"

1/4"

1' - 10 1/2"

1/2"

3/8"

1/2" 1/2" 1/2" 3/8"

AL-3

PC-1

6' - 0"

6' - 6"

3' - 0 1/2"

1' - 5"

1' - 3 7/8"

1' - 7"

3 1/2"

5/8"

Issue 4 6 7 8

Date 05/26/17 09/01/17 09/29/17 10/20/17

Issue Descrip 50% CONS PLAN CHE PERMIT SU FINAL PER

3' - 8 3/4"

5' - 3 3/8"

1' - 5"

1/4"

PC-1

1/4"

5" 3"

1' - 5 1/2"

5/8"

1" INCREASED DEPTH FOR PRECAST WITH SAND BLASTED LETTERING

3' - 5 1/2"

1/4"

Seal / Signature

1/2"

1/4"

1/2"

5/8"

SAND BLASTED LETTERING

1 3/4" 1 1/2"

1/2" 1/2" 1/2" 3/8"

3' - 6"

FOR CANOPY CONSTRUCTION REFER TO SHEET A6.720

Project Name

ANDERSON SCHOOL OF MANAG Project Number

942513.01

Description

09/29/17 PERMIT SUBMISSION SECTION DETAILS Scale

3" = 1'-0"

2 A6.710

SECTION DETAIL

3" = 1'-0" REF: 1 / A6.104

SECTION DETAILS

1 A6.710

SECTION DETAIL

3" = 1'-0" REF: 1 / A6.104

GENERAL NOTES 1. FOR TYPICAL SECTION DETAIL NOTES, REFER TO SHEET A6.702 2. FOR TYPICAL PRECAST PLAN CONNECTION DETAILS, REFER TO SHEET A6.616 3. FOR PARAPET AND ROOF CONSTRUCTION REFER TO DETAIL 4/A6.802

A6.710 c 2016 Gensler

1/4"

3 1/2"

5/8"

ASMA LEVEL 5 468' - 6"

DEMO AND REPLACE BRICK

1' - 6"

1' - 5 1/2"

1/4"

110 WESTWO LOS ANGE

WRAP FLASHING AND WATERPROOFING UP AGAINST BRICK COURSES

PC-1

1/4"

EXISTING BUILDING

1/4"

5 1/2"

ADD 2 COURSES OF BRICKS IN LOCATION OF PREVIOUS PRECAST BAND

1/2"

PC-1 BK

ANDERSON OF MANA ADDI

1/4" 1/4"

1' - 5 1/2"

NEW CONSTRUCTION

5/8"

SECTION DETAIL 3 1/2"

5/8"

FOR GREEN ROOF CONSTRUCTION REFER TO LANDSCAPE

3" = 1'-0" REF: 1 / A6.104

1/4"

RAMP/PASSAGE

5/8"

A6.716

1/4" 3/8" 1/4"

1/4"

9 1/8"

1/4" 3/8" 1/4"

1/4"

9 1/8"

SECTION DETAIL

3" = 1'-0" REF: 6 / A6.105

2' - 6" 1/4"

1' - 5 1/2"

Issue 4 6 7 8

1/2" 1 3/4"

4 A6.716

3 1/2"

EXISTING BUILDING

Date 05/26/17 09/01/17 09/29/17 10/20/17

Issue Descript 50% CONS PLAN CHE PERMIT SU FINAL PER

1/2" 1/2" 1/2" 1 3/4"

1/4"

1 3/4"

1 3/4" 3/4"

1' - 5 1/2"

PC-1

1/4"

RAMP/PASSAGE

PC-1

1/2"

6 1/2"

5 1/2"

RAMP. REFER TO INTERIORS AND STRUCTURAL.

1/4" 1/4"

3 1/2"

Seal / Signature

1/4"

3 1/2"

5/8"

RIGID INSULATION AT BASE, TYP

EXISTING PAVERS, INSULATION, AND CONCRETE DECK

Project Name

ANDERSON SCHOOL OF MANAG Project Number

942513.01

Description

09/29/17 PERMIT SUBMISSION SECTION DETAILS Scale

3" = 1'-0"

3 A6.716

SECTION DETAIL

3" = 1'-0" REF: 6 / A6.105

1 A6.716

SECTION DETAIL

3" = 1'-0" REF: 6 / A6.105

A6.716 c 2016 Gensler

SECTION DETAILS

1 DALTON TOWER Office Project Site: Boston, Massachusetts, USA 2014 - 2017 In order to raise capital funds, the Church of Christ, Scientist sold two plots of land previously belonging to the mother church complex to private developers. A triangular plot received city approval for the construction of a 700-foot tower. In response to the triangular site, an adapted reuleaux triangle rises 61 stories. A complex program of a hotel, condo, and ground-floor retail is achieved within a small footprint. Hotel and Condo access and movement through the building are carefully choreographed. Wrapped in a low, stone base, the podium ties the building in to the low-rise nature of surrounding buildings. The high performance glass of the curtain wall relates the tower to other high-rise developments of Back Bay. Striations emphasise verticality and serve as locations to conceal operable windows to allow natural ventilation. Striations give way to balconies towards the top of the tower. I was a core member of the team throughout Design Development, Construction Documents, as well as Construction Administration. My role was on the design and development of core, penthouse, mechanical, roof levels, vertical transportation as well as faรงade maintenance. I coordinated with the associate architect in Boston as well as MEP, Structural, and Interior Design consultants. I oversaw the construction of the marketing model used for condo sales.

1-7 DALTON HOTEL & RESIDENCES 3' - 0 5/8"

3' - 7 3/8"

4 1/2"

LEVEL 65 PARAPET 763' - 5"

CL BD LLC

c/o Carpenter & Company, Inc. Charles Square 20 University Road Cambridge, MA 02138 617.864.2800

2 STEEL STRUCTURE

6 1/2"

12' - 6 5/8"

12' - 2 3/8"

16' - 2"

15' - 3"

ISSUED FOR CONSTRUCTION

MECH 64

UNIT ANCHORED TO VERTICAL SUPPORT

12' - 2 3/8"

15' - 3"

14' - 0"

3' - 0 5/8"

747' - 3"

MECHANICAL ROOM / STORAGE; REFER TO PLANS

MECH 63

3' - 0 5/8"

8 1/2"

733' - 3"

S.S. WINDOW WASHER PIN

12' - 4"

AL-2.3

AL-1.1

12' - 2 3/8"

15' - 3"

16' - 2"

AL-1.1

MECHANICAL ROOM

3' - 10"

5' - 0"

2 1/2"

MECH 62

UPTURNED BEAM

COLD FORMED METAL FRAMING, SHEATHING, AIR/VAPOR BARRIER, INSULATION

2' - 5"

717' - 1"

2 1 No.

BULLETIN 3 BULLETIN 2

07.01.15 05.01.15 Date

Description

INTERIOR FINISH

9' - 7"

AL-2.3

Cambridge Seven Associates, Inc.

RESIDENTIAL PENTHOUSE

Architecture Planning Design

11' - 0"

13' - 5"

SPRINKLERS LINE

1050 Massachusetts Ave, Cambridge, MA 02138 t: 617. 492.7000 w: www.c7a.com Ar ch i tects

IPE WOOD DECKING, FLUID APPLIED MEMBRANE, RIGID INSULATION 3' - 10"

8" CONC. FILL ON DEPRESSED SLAB CONCEALED PRIMARY & OVERFLOW DRAINS

J ob #

2' - 5"

2 1/2"

LEVEL 61 703' - 8"

88 Pine Street New York, NY 10005 USA Tel.: 212 751-3122 Fax: 212 872-5443

3' - 6"

S.S. WINDOW WASHER PIN

1214

P rojec t

1-7 DALTON

Dr a wn B y

Author

Da te

19 DECEMBER 2014

S c a le

C hec ked

Checker

1/2" = 1'-0"

PENTHOUSE TERRACE SECTION 2

A-335.1

SECTION 1/2" = 1'-0"

9'-11" TO F.F.E.

Dr a win g Title

EXTERIOR WALL SYSTEM SECTION, ELEVATION PENTHOUSE ROOF DECK

A-335.1

LLP

1-7 DAL HOTEL & RE CL BD LLC

c/o Carpenter & Company, Charles Square 20 University Road Cambridge, MA 02138 617.864.2800

OUTDOOR FIREPLACE

CC1

CHELMSFORD, FLUSH W/DECKING

CR1

CR2

CR0

CR1

CR2

CR0

ISSUED CONSTRU

C8 DR2

UPTURNED CONCRETE BEAM 12"x60"

4' - 10 9/16"

DR2

2 1 No.

BULLETIN 3 BULLETIN 2

Descrip

IPE WOOD DECKING

4' - 6 13/16"

PRIMARY AND OVERFLOW DRAINS BELOW

Cambridge Seven

1' - 9"

Architecture Planni

1050 Massachusetts Av t: 617. 492.7000 w: ww

88 Pine Street New York, NY 10005 USA Tel.: 212 751-3122 Fax: 212 872-5443

7' - 6"

4' - 6 13/16"

ACCESS DOOR

7/14/2015 2:36:56 PM

DR1

B4.5

DR0

1 A-335.2

D2 2

PLAN AT LEVEL 61

1/2" = 1'-0" REF: 1 / A-335.1

A-335.2

CC1

CR1

CR2

1-7 DALTON

Dr a wn B y

Author

Da te

19 DECEMBER 1/2" = 1'-0"

Dr a win g Title

EXTERIOR WAL ENLARGED PLA PENTHOUSE RO

STEEL SUPPORT BEHIND MULLION, TYP.

1214

P rojec t

S c a le

B4.5

DR0 D2

J ob #

PLAN AT LEVEL 62

1/2" = 1'-0" REF: 1 / A-335.1

STEEL SUPPORT BEHIND MULLION, TYP.

D1 CC1

B4.5

CR1

CR2

A-335.

CR0

SPRINKLERS

1' - 6"

EX13

EX13 EQ

EX13

EQ EQ

C8 DR2

EX13 EQ

COLD FORMED METAL FRAMING, SHEATHING, AIR/VAPOR BARRIER, INSULATION

EX13

1' - 6"

DR2

CARBON MONOXIDE DETECTOR

AL-2.3

1 No.

AL-2.3

BULLETIN 3

Descript

Cambridge Seven

Architecture Plannin

1050 Massachusetts Ave t: 617. 492.7000 w: www

DR1

DR1 B4.5

DR0

B4.5 DR0

STEEL SUPPORT BEHIND MULLION, TYP.

88 Pine Street New York, NY 10005 USA Tel.: 212 751-3122 Fax: 212 872-5443

Job #

1214

Project

1-7 DALTON

Drawn By

Author

Date

19 DECEMBER 2

Scale

7/14/2015 2:37:10 PM

1 A-335.4

REFLECTED SOFFIT PLAN AT LEVEL 61

1/2" = 1'-0" REF: 12 / A-313.2

2 A-335.4

REFLECTED SOFFIT PLAN AT LEVEL 62

1/2" = 1'-0" REF: 1 / A-201

1/2" = 1'-0"

Drawing Title

PENTHOUSE TERRACE PLANS

EXTERIOR WALL REFLECTED SO PENTHOUSE RO

A-335.

1 A-201

B4.5

B8 CR0 CR1

CC1

A-230

CR3

A-231

MECHANICAL

S4R2

3' - 7

FLUID APPLIED WATERPROOFING MEMBRANE ON INSIDE FACE OF TANK, TYP.

1/8"

25' - 3"

7' - 3"

M8R2

S4R2

M8R2

H.P. +733'-3"

ROOF ACCESS LADDER 7' - 7"

BC1

1' - 9"

11"

MTL. GUARDRAIL W/ GATE ACCESS LADDER DN TO LEVEL 62

6322

FIRE TANK ACCESS LADDERS

11' - 8 1/16"

DN 63ST1A

BR2

6322 MECHANICAL

FIRE TANK

SH2R2

M8R2

ST-1A

FLOOR DRAIN

M8R2

S4R2 F4

MECHANICAL 26' - 9"

6301

7 A-571.5

FIRE TANK PIPING THRU WALL. RE: F SERIES DWGs.

DAMPER LOWER TANK

MECHANICAL

6302

FIRE TANK ACCESS LADDERS

11' - 7 15/16"

S4R2

BR0 BR1

FIRE TANK

WATERTIGHT SIDE HATCH W/ ACCESS LADDER TO SLOSH DAMPER LOWER TANK

6302B

CR2

BR3

FUEL OIL CONTAINMENT PIPE TO EMER. GEN. H.P. +733'-3"

R.D.

O.D. L.P. +746'-9" MTL. PANEL CLADDING OVER INSULATION

R1/R2 & R5/R6 VENT LOUVERS

T.O.FIN. ROOF (GENERATOR)

H.P. +733'-3"

FLUID APPLIED MEMBRANE OVER INSULATION

10"

SERVICE LOBBY

EMR

R.D.

6384

O.D. TRASH CHUTE VENT

5 A-410.1

FIRE LOBBY

A-410.1

R.D. O.D.

L.P. +746'-9" 14

A-410.1

FLUID APPLIED MEMBRANE OVER INSULATION

H.P. +733'-3"

SL MIN OP . T E 1/4 YP " . PE R 10

1 A-563

A-410.1

ROOF ACCESS LADDER 2

C4.5 FT .

FLUID APPLIED MEMBRANE OVER INSULATION

MECHANICAL 6320A

6320

6320B

D3 DR3

FOLD OF 1/A-230

L.P. +746'-9"

H.P. +733'-3"

DR2 DC1

D4.87 D1

D4.88 C8 DR1 DR0

LEVEL 63 ROOFTOP PLAN

MAINTAIN 3' - 0" MIN BETWEEN BUTTRESSES AND COOLING TOWERS

O.D.

EXHAUST FAN ABOVE

T.O.FIN. ROOF (COOLING TOWERS) 733' - 3"

COOLING TOWER R.D.

A-230

H.P. +733'-3"

FLUID APPLIED MEMBRANE OVER CONC. PERIMETER WALLS, TYP.

H.P. +733'-3"

D4.5

INT AIN 0" M IN

L.P. +746'-9 1/4"

MTL. PANEL CLADDING OVER INSULATION

ST-2

6381

L.P. +746'-9 7/16" FLUID APPLIED GENERATOR MEMBRANE OVER CONC. PERIMETER WALLS, TYP. H.P. +733'-3"

3' -

O.D.

FT . SL MIN OPE . TY 1/4" P. PER

GALV. STL. GRATING PLATFORM, STAIRS, HANDRAILS & GUARDRAILS. EXACT LOCATIONS TO BE COORDINATED IN FIELD. ALSO REFER TO S SERIES, M SERIES & E SERIES DWGs.

L.P. +746'-9"

H.P. +733'-3"

R.D. R.D.

A-410.1

COOLING TOWER

733' - 3"

EXHAUST FAN

6380

4 A-410.1

6322

FLUID APPLIED MEMBRANE OVER INSULATION

10"

6302A

1-7 DALTO HOTEL & RESI MEMBRANE FLASHING

COVER

ROOFING SEALANT TYP. @ ALL MEMBRANE TERMINATION PTS.

LATCH

HOLD OPEN ARM

4" MIN. 1/2"

FLUID APPLIED ROOFING MEMBRANE 1/2" COVERBOARD

1/2" COVERBOARD

1' - 0"

CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

4" MIN.

1' - 0"

MTL COUNTER FLASHING

WATER PROOFING MEMBRANE

CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

756' - 6"

6" SEMI RIGID INSULATION AL-1.0

ROOFING MEMBRANE 1/2" COVER BOARD

ISSUED F CONSTRUC

T.O. ROOF SLAB

T.O. OF ROOF SLAB 164' - 9"

c/o Carpenter & Company, Inc Charles Square 20 University Road Cambridge, MA 02138 617.864.2800

IN-3.0

CONC. CURB

SPRING/HINGE ASSEMBLY

6" MIN.

FLUID APPLIED ROOFING MEMBRANE

IN-3.0

ACCEESS HATCH T.B.D. BY XXX

CL BD LLC

CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

CONC. ROOF SLAB

5"x2" CONT. ANGLE

IN-3.0

5"x4" CONT. ANGLE

CONC. STRUCT. SLAB 2"

3"x3/16" WEEP COMPOSITE METAL SPLINE ML COLD FORMED METAL FRAME

3' - 1" OPENING

AL-1.0

EXTERIOR GRADE SHEATHING

SLOSH DAMPER TANKS CONC. WALL

AIR/VAPOR BARRIER

6 A-430.2

ROOF ACCESS HATCH DETAIL

3" = 1'-0" REF: 1 / A-231

MTL. COPING

MTL. GUARDRAIL, MOUNTED ON FACE OF CURB

4 A-430.2

MEMBRANE FLASHING

SECTION DETAIL @ ACP

3" = 1'-0" REF: 3 / A-410.1

A-430.2

SECTION DETAIL @ ACP

3" = 1'-0" REF: 8 / A-410.1

SCHEDULED GWB PARTITION MEMBRANE FLASHING EXTEND THRU TO INSIDE OF OPENING

FLUID APPLIED ROOFING MEMBRANE

ROOFING SEALANT TYP. @ ALL MEMBRANE TERMINATION PTS.

1/2" COVERBOARD

CONC. WALL

FLUID APPLIED ROOFING MEMBRANE

SCUPPER, T.B.D. BY GENERAL CONTRANCTOR

1/2" COVERBOARD

6" SEMI RIGID INSULATION EXTERIOR GRADE SHEATHING

2" MIN.

CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

5"x2" CONT. ANGLE 5"x4" CONT. ANGLE 3"x3/16" WEEP

COMPOSITE METAL SPLINE 1/2"

AIR/VAPOR BARRIER VAPOR PERMEABLE WATER PROOFING MEMBRANE

AL-1.0 CONC. ROOF SLAB

AL-1.0 2 1 No.

MEMBRANE FLASHING

ROOFING SEALANT TYP. @ ALL MEMBRANE TERMINATION PTS. CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

CONT. MTL. FLASHING CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

FLUID APPLIED ROOFING MEMBRANE CONT. MTL. FLASHING

MECH 64

MECH 63

747' - 3"

733' - 3"

Architecture Planning D

1/2" COVERBOARD

IN-3.0

Cambridge Seven As

FLUID APPLIED ROOFING MEMBRANE

1/2" COVERBOARD

Description

COLD FORMED METAL FRAME

CONC. STRUC. WALL

CONT. 4" WIDE STRIP OF MEMBRANE @ WALL TO FLOOR TRANSITION

BULLETIN 3 BULLETIN 2

1050 Massachusetts Ave, Ca t: 617. 492.7000 w: www.c7a

IN-3.0

MECH 64 747' - 3" 2"

88 Pine Street New York, NY 10005 USA Tel.: 212 751-3122 Fax: 212 872-5443

J ob #

1214

P rojec t

1-7 DALTON

Dr a wn B y

Author

Da te

19 DECEMBER 2014

S c a le

3" = 1'-0"

7/14/2015 5:19:36 PM

Dr a win g Title

EXTERIOR WALL ENLARGED SECTIO ROOF 5 A-430.2

SECTION DETAIL @ FLUID APPLIED MEMBRANE OVER INSULATION

3" = 1'-0" REF: 1 / A-410.1

3 A-430.2

SECTION DETAIL @ ACP

3" = 1'-0" REF: 3 / A-410.1

1 A-430.2

SECTION DETAIL @ ACP

3" = 1'-0" REF: 8 / A-410.1

ROOFTOP DETAILS

A-430.2

CENTURY PLAZA TOWERS Office Project Site: Century City, Los Angeles, California, USA 2015 - 2016 As part of a redevelopment of the Century Plaza Hotel, twin 46-story condo towers as well as a retail plaza will be constructed behind the existing hotel. Relating to Minoru Yamasakiâ&#x20AC;&#x2122;s twin triangular towers across the street the condo towers are designed in the form of adapted reuleaux triangles. Structural bays house window walls that lead to generous-sized balconies framed in curved glass balustrades, giving the building an iridescent, undulating quality. I worked on the project during Design Development as well as coordination with the Architect of Record during Construction Administration. My role was in the design and development of canopies, tower storefronts, as well as the architectural design of interior spaces. My work involved coordination with the architect of record in Los Angeles as well as MEP, Structural, and Interior Design consultants.

P10

P13

P12

P11

P14

P16

P15

P19

P18

P17

P20

MATCHLINE SEE P- A1.202F

MATCHLINE SEE P- A1.202E

DN DN

SCREENING ROOM (FIXED SEATING)

PB DN UP

OPEN TO BELOW

YOGA STUDIO

PROPERTY LINE

YOGA STUDIO

123

FITNESS STUDIO

PILATES STUDIO

PG 1

PF 22

PG 30

PI N

PK 12

14 PL

4 E

B A

G1E

G2E

G3E

G4E

G5E

G6E

G7E

G8E

G10E

G11E

G12E

G13E

G14

G15

G16

WINDOW WALL TYPE 1

LEVEL 3 348' - 1"

WINDOW WALL TYPE 1

LEVEL 3 348' - 1"

FINISH CEILING

6' - 9"

FINISH CEILING

ST 1.1

11' - 9"

9' - 10 7/16"

INTERIOR FINISH BY OTHERS

4' - 10"

SS 50.1

CL 1' - 0"

STRUCTURAL STEEL BEAM ST 1.1

1' - 6"

1' - 0"

LEVEL 2 336' - 4"

1' - 0"

1' - 10 9/16"

SS 50.1

STRUCTURAL STEEL BEAM

LEVEL 2 336' - 4"

SS 50.1 1' - 0"

1' - 10 9/16"

SS 50.1

INTERIOR SCOPE BY OTHERS

SS 50.1

4' - 10"

SS 50.1

GL 6.12

FINISH CEILING 4' - 4"

SS 50.1

COLUMN NOSING

COLUMN NOSING AL 40.1

AL 40.1

ST 1.1

SS 50.1 CLADDING 6"

ST 1.1

CLADDING ST 1.1

8' - 0"

4' - 10"

14' - 3"

14' - 4"

4' - 10"

14' - 4"

SS 50.1 GL 1.11

INTERIOR SCOPE BY OTHERS

4' - 10"

SS 50.1

GL 1.11 EXTERIOR PAVING REFER TO LANDSCAPE DRAWINGS

LEVEL 1 322' - 0"

STOREFRONT SECTIONS

EXTERIOR PAVING REFER TO LANDSCAPE DRAWINGS

SS 50.1 FINISH FLOOR

LEVEL 1 322' - 0"

FINISH FLOOR

N1D

N1J

HSS BEAM EXTENTS

N1F

° 1.5625

1.5625° 1.5625°

1.5625°

1.5625° 1.5625°

1.5625°

68 .9 6°

68 .96°

68 .96 °

68. 96 °

68 .9 6°

68.9 6°

GUTTER BEND POINTS

45.21°

47/64"

45.21°

8' - 11

° 96

6° .9 68

68.

° .96 68

.96° 68 45.21°

6° .9 68

6° 68.9 45.21°

68 .9 6°

6° .9 68

6° 68.9

68 .9 6°

1.5625°

68.9 6°

1.5625°

6°

45.21°

1.5625° 1.5625°

45.21°

42.08°

67 .40°

67 .4 0°

70 .5 2°

2°

70 .52°

70 .52 °

° .52 70

70 .52 °

42.08°

2°

70 .5

.5 70

° .52 70

.52° 70

42.08°

70 .52°

2° .5 70

.52° 70

42.08°

70.5 2°

67 .40 °

67 .4 0°

0° .4 67

° .40 67

.40° 67

2° 70.5

70 .5 2°

42.08°

0° .4 67

42.08°

67.4 0°

42.08°

0° .4 67

0° 67.4

67 .4 0°

42.08°

2° .5 70

42.08°

67.4 0°

42.08°

19' - 4"

0° 67.4

42.08°

1' - 7"

° 1.5625 1.5625 °

3' - 0"

1' - 9"

N1G 1.5625 °

.9 68

NR1

N1E

N1H

NR1

42.08°

10"

141.04°

10 7.9 2°

2° 7.9 10

10 7.9 2°

7.9 10

2°

7.9 10

10 7.92 °

2°

2° 10 7.9

141.04°

38.96°

107. 92°

10 7.9

141.04°

2° 7.9 10

2°

38.96°

141.04°

10 7.9

38.96°

141.04°

° 7.92 10

38.96°

141.04°

2°

38.96°

141.04°

10 7.9

141.04°

92° 107.

38.96°

141.04°

2° 7.9 10

38.96°

141.04°

92° 107.

141.04°

2° 7.9 10

38.96°

141.04°

° 141.04

141.04 °

42.08°

107. 92°

N1J

NR1 N1D

N1H

NR1

N1E

N1G

N1F

1 RN-A6.415

1 RN-A6.421

2 RN-A6.421

DRAIN HP

2 RN-A6.431

DRAIN HP

DRAIN HP DRAIN HP

4 RN-A6.431

19' - 4"

AESS 1.1 GL 2.63

3 RN-A6.421 6 RN-A6.431 1 RN-A6.431 5 RN-A6.431

10"

3 RN-A6.431

N1D NR1

N1E

N1J N1H N1F

3' - 0"

NR1 N1G

5" AESS 1.1

AL40.1 FRAMING MEMBERS AL40.2 TUBES

7" 19' GL 2.63

10"

CANOPY GEOMETRIES AND PLANS

RECONSTRUCTION OF FORDHAM PLAZA Site: Fordham Plaza, Bronx, New York, USA 2013 - 2014 Fordham Plaza is the center of a vibrant shopping district, the principal public entrance to Fordham University and a regional transportation hub. A redesign of the existing, paved plaza looked to make the plaza a more friendly and inviting place to be within the city. The program called for a café, green market, food kiosks of varying size and green spaces in which to relax. Challenges included a train tunnel running the length of the entire plaza upon which construction could not occur, numerous public utilities that couldn’t be altered, as well as many public agencies’ input and concerns. The design solution calls for a café straddling the edge of the tunnel foundations and a rooftop canopy arching over the tunnel, providing shade and rain protection for the stairwells to the train platforms. A green market canopy follows the edge of another secion of the tunnel and planters are arranged around the perimeter of the plaza and designed to be moved with a forklift to conduct bridge maintenance and inspections. I participated throughout the process of Design Development as well as Construction Documents. My roles included drafting, coordination with consultants, as well as meetings with the client.

TAPERED GIRDER; 2'-5 81" DEEP AT COLUMN JUNCTION

INSULATION ROOF DECK

+20'-0"

TAPERED GIRDER; 2'-2 21" DEEP AT COLUMN JUNCTION

TO STEEL GIRDER 1'-0"

+21'-0" VIF TO STEEL GIRDER TAPERED GIRDER; 2'-2 21" DEEP AT COLUMN JUNCTION

2'-221"

2'-321"

1'-0" ALL PAINTED BLACK

GALV STL OUTRIGGER

TAPERED PLATE GIRDER

ST STL TUBE AND AESS COLUMN WELDED TO ST STL PLATE

V-COLUMN WELDED TO STEEL PLATE " 4'-0

ST STL TUBE TAPERED IN LINE WITH AESS COLUMN +18'-10 34" WP 2

ST STL TUBE TAPERED IN LINE WITH AESS COLUMN

1 A-318

+18'-10 34" WP X

3 +17'-0 16 " WP 3

STRUCT STEEL R634" GALV STL OUTRIGGER

ST STL TUBE AND AESS COLUMN WELDED TO ST STL PLATE ST STL TUBE TAPERED IN LINE WITH AESS COLUMN

WOOD SOFFIT EXTENTS OF VISIBLE AREAS OF V-COLUMN

VISIBLE AREAS OF V-COLUMN WELDED, BLENDED, & GROUND SMOOTH; REMOVE MILL MARKS & OTHER IMPERFECTIONS PER AESS FINISH STANDARDS

2 A-318

R1078"

5 +2'-8 16 "

CL OF GUARDRAIL

2" Ø WRAP-AROUND ST STL ROD

2'-3"

+0'-0"

11 -0'-1 16 "

TO SLAB AT V-COLUMN

1'-0"

TO SLAB AT V-COLUMN

5 +2'-1 16 "

EL 63.00' TO BRIDGE DECK 13 " 3'-9 16

7 3'-1016 "

+0'-0" EL 63.00' TO BRIDGE DECK

-1'-1

BEGINNING OF COLUMN SADDLE 2" Ø WRAP-AROUND ST STL ROD GUARDRAIL

1 16 "

START OF COL CURVE 5 +2'-1 16 "

1'-0"

ITEM 9.60B1

VISIBLE AREAS OF V-COLUMN WELDED, BLENDED, & GROUND SMOOTH; REMOVE MILL MARKS & OTHER IMPERFECTIONS PER AESS FINISH STANDARDS

AESS COLUMN WELDED TO BASE PLATE

11 16"

BO V-COLUMN

ITEM 9.60B1

INGROUND LIGHT (AGI)

SITE WORK

11 16"

-1'-1 WP

11 -1'-1 16 " WP

AESS COLUMN WELDED TO BASE PLATE FOR PILE CAP AND STRUCTURAL COMPONENTS, REFER TO STRUCTURAL DWGS

ITEM 9.60B1 SITE WORK

2" Ø ST STL GUARDRAIL

AESS COLUMN

V-COLUMN DETAILING 3

SECTION SCALE: 1/2" = 1'-0"

2'-2"

SECTION

VISIBLE AREAS OF V-COLUMN WELDED, BLENDED, & GROUND SMOOTH; REMOVE MILL MARKS & OTHER IMPERFECTIONS PER AESS FINISH STANDARDS

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

AESS COLUMN FILLED WITH CONCRETE

-1'-1 WP

11 16"

6'-0"

RDRAIL WITH GLASS AESS V-COLUMN WELDED 55SRGP TO MTL BASE PLATE

'-3

GE STGROUT STL GLASS GLES

9 16 "

9 5'-216 "

GLASS MOUNTED FROM STRUCTURAL POSTS

5 1'-216 "

5'-0"

STRUCTURAL COMPONENTS, REFER TO

TL FASCIA PLATE STRUCTURAL DWGS

NEW PLAZA FINISH; SIDEWALK ITEM

B; SIDEWALK ITEM ℄

℄

ST STL ROD WELDED TO STRUCTURAL POSTS; ITEM 7.55SS9

LEVEL OF FINISHED GRADE

INGROUND LIGHT (AGI) NEW CONCRETE CURB; SIDEWALK ITEM NEW ST STL FASCIA AND GUARDRAIL ATTACHMENTS (ALL SIDES); ITEM 7.55SS10 VISIBLE AREAS OF

3'-0"

FOR PILE CAP AND RENT OPENING

GUARDRAIL

2" Ø ST STL GUARDRAIL

NEW WOOD-PLANK BENCH (BEYOND); ITEM 7.50WS

℄

NEW ST STL CABLE TENSION MESH; ITEM 7.55SS9

8 A-340

V-COLUMN WELDED, BLENDED, & GROUND SMOOTH; REMOVE MILL TO PLAZA MARKS & OTHER IMPERFECTIONS PER AESS EL +63.00' VIF FINISH STANDARDS

NEW WOOD-PLANK BENCH (BEYOND); ITEM 7.50WS NEW ST STL FASCIA AND GUARDRAIL ATTACHMENTS (ALL SIDES); ITEM 7.55SS10

5'-0"

4'-434"

°T

4'-141"

5 4'-916 "

GALV STL ANCHOR BOLTS

NK BENCH; ITEM 7.50WS

NEW ST STL GUARDRAIL WITH GLASS PANELS; ITEM 7.55SRGP

EXTENTS OF SADDLE COVERING; SADDLE COVERING WELDED, BLENDED, & GROUND SMOOTH TO STRUCTURAL V-COLUMN

NEW ST STL HANDRAIL; ITEM 7.55SS3

5'-0"

WORK

MOCK-UP AREA

GUARDRAIL SUPPORTS

NEW 21" X 3" ST STL GUARDRAIL PLATE

3D VIEW OF COLUMN BASE SADDLE

NEW CONCRETE CURB; SIDEWALK ITEMS NEW PLAZA FINISH; SIDEWALK ITEMS

ITEM 9.60B1

NTS; FOR ILLUSTRATIVE PURPOSES ONLY

TO PLAZA EL +63.00' VIF

PLAN

ITEM 9.60B1

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

EXISTING BRIDGE DECK

CONC TREADS, RISERS & POWER-WASHED & URBISH ANY UNEVEN ETY TREAD INSERTS; ITEM

EXISTING BRIDGE DECK

EXISTING APPROACH SLAB

D FROM STRUCTURAL

℄

PROJECT ID: HWXFPLZA

10/16/2013

EXISTING ABUTMENT SHEET: 032 OF 122

NO.: A-318

CONSULTANT DESIGN

EXISTING STAIR STRUCTURE, HANGERS, POSTS, STRINGERS TO BE STRIPPED, PRIMED & REPAINTED; ITEM 7.04S EXISTING BRIDGE STRUCTURE

EXISTING REIN. CONC TREADS, RISERS & LANDINGS TO BE POWER-WASHED & RE-SEALED, REFURBISH ANY UNEVEN SURFACE & SAFETY TREAD INSERTS; ITEM 8.53SMR EXISTING GUARD RAIL TO BE STRIPPED, PRIMED & REPAINTED; ITEM 7.04S

9 DATE: A-340

NOT FOR CONSTRUCTION

EXISTING STAIR STRUCTURE, HANGERS, POSTS, STRINGERS TO BE STRIPPED, PRIMED & REPAINTED; ITEM 7.04S EXISTING BRIDGE STRUCTURE

GE ST STL GLASS GLES

EXISTING APPROACH SLAB

FORDHAM PLAZA

DEPARTMENT OF DESIGN + CONSTRUCTION EXISTING ABUTMENT DIVISION OF INFRASTRUCTURE BUREAU OF DESIGN

3'-0"

1 2" Ø ST STL GUARDRAIL SUPPORTS WELDED TO GUARDRAIL AND COLUMN

AERIAL VIEW

TO TRACK PLATFORM EL +43.80' VIF

EXISTING PLATFORM

EXISTING RETAINING WALL

STAIRWELL TO METRO-NORTH RAILROAD TRAIN STATION 2

MNR STAIR SECTION 1 SCALE: 1/4" = 1'-0"

TO TRACK PLATFORM EL +43.80' VIF

EXISTING PLATFORM

MNR STAIR SECTION 2 SCALE: 1/4" = 1'-0"

FACE OF BUILDING

LUM LOUVER ASSEMBLY, GH PERFORMANCE FINISH

LUMINUM COPING MILL FINISH LUMINUM FLASHING ATERPROOFING MEMBRANE RDPROOFING

T STL FLASHING

EALANT AND BACKER EMBRANE R BARRIER (BLACK)

METAL PANELS AT SOFFIT SHALL INCLUDE UPPER AND LOWER PANELS, SNOW STOPS, LIGHT COVE, AND ALL CLIPS, ANCHORS, GIRTS, ETC.

LIP ASSEMBLY ANCHOR TO CONCRETE

NOTE: ROOFTOP SAFETY EQUIPMENT PER SPECIFICATION TYP TOP OF ROOF BEYOND MEMBRANE ROOFING DRAIN TRENCH ROOF DRAIN EXT SHEATHING TAPERED RIGID INSULATION

LUM PANEL HIGH ERFORMANCE COATING VARIES

ETAL WALL PANEL ASSEMBLY CLUDES ITEMS DELINEATED BY THE ASHED LINE. INCLUDE FINISHED ETAL PANELS, CLIPS, SUPPORT AND NCHORAGE TO BUILDING STRUCTURE. CLUDE BASE TRIM, ETC

PROVIDE INDEPENDENT MOVEMENT BETWEEN CANOPY AND MARKET SHED SEE DWG 7 SHT S-331 FOR MORE INFORMATION

SNOW STOPS

WORKPOINT LOCATION SEE S-310 DRAWING 5 FOR MARKET CANOPY COLUMN WP GEOMETRY

ONCRETE WALL

WORKPOINT LOCATION SEE S-310 DRAWING 5 FOR MARKET CANOPY COLUMN WP GEOMETRY

CEILING BEYOND GALV STEEL STANCHION LOUVER MTL FLASHING ALUM COPING W/ MILL FIN ELECTRICAL TAPE MTL FLASHING SEALANT AND BACKER

+8'-4" TO CMU WALL

GALV SHELF ANGLE

+8'-2" TO PANEL

COLUMN WITH HIGH PERFORMANCE COATING, TYP. VISIBLE SECTIONS OF COLUMN AESS

2 THIS SHEET

ONTINUOUS ST STL TRIM ANGLE BER CEMENT PANEL PTD BLACK T STL FLASHING

EBAR AS SCHEDULED EE STRUCTURAL

LUMINAIRE STRUCT STEEL

LUMINAIRE WOOD SLAT SOFFIT CEILING BATTEN

CL STRUCT STEEL

LUM PANEL HIGH ERFORMANCE COATING

ONC PAVING OMPRESSIBLE FILLER EALANT AND BACKER

CLIP ALUM MTL PANEL STRUCT STEEL GALV ANGLE FRAME ALUM MTL PANEL

+/-

CL OF JOINT

T STL CLIP EALANT AND BACKER

SNOW STOPS

R BARRIER (BLACK)

LIP ASSEMBLY NCHOR TO ONCRETE

EXTERIOR

BOLLARD PART OF MARKET CANOPY NO SEPARATE PAY ITEM TYP DRAWING 15 SHT A-380

EXT SHEATHING CLIP ICE SHIELD SUPPORTED ON EXT SHEATHING TYP

+11' 2-3/16"

EMBRANE ATERPROOFING

SEALANT AND BACKER ALUM FLASHING MEMBRANE ROOFING

METAL WALL PANEL ASSEMBLY INCLUDES ITEMS DELINEATED BY THE DASHED LINE. INCLUDE FINISHED METAL PANELS, CLIPS, SUPPORT AND ANCHORAGE TO BUILDING STRUCTURE. INCLUDE BASE TRIM, ETC

CLIP ASSEMBLY CMU WALL WATER, VAPOR BARRIER AIR BARRIER (BLACK)

MARKET SHED

METAL WALL PANEL ASSEMBLY +2'-3" CL RAIL RAIL

CONCRETE SLAB COLUMN BEYOND VAPORBARRIER GRAVEL FILL COMPACTED SUBGRADE

THIS SHEET

ST STL CLIP ST STL ANGLE, MILL FINISH GALV MTL FLASHING SEALANT AND BACKER PAVEMENT AS SCHEDULED

+0'-0"

RAIL ELEVATION OF GRIDLINE

ELEV 60.5 GRIDLINE ELEVATION

ITEM 9.60B2

ITEM 9.60B2 WORKPOINT LOCATION SEE S-310 DRAWING 5 FOR MARKET CANOPY COLUMN WP GEOMETRY

SECTION THROUGH FARMERâ&#x20AC;&#x2122;S MARKET STORAGE

WALL SECTION

WORKPOINT LOCATION SEE S-310 DRAWING 5 FOR MARKET CANOPY COLUMN WP GEOMETRY

FARMERâ&#x20AC;&#x2122;S MARKET CANOPY AND STORAGE

PLANTERS WITH REMOVABLE BENCHES

ALTERNATIVE LOCATION OF BENCH; SEE 1/A-100

WEEP HOLES, 1" Ø, 3 PER MTL PLANTER COMPONENT

WEEP HOLES, 4'-0" OC 4 A-350

5 A-350

GALV STL FIN SUPPORT

3 A-350

6" X 12" GALV STL TUBES BELOW PLANTER BED TOP VARIES

OUTLINE OF WOOD PLANKS BOLTED TO GALV STL PLATE FROM BELOW THERMALLY MODIFIED WOOD PLANK BENCH; ITEM 7.50WSSA

℄

TO PAVEME

℄

+0'-0"

6 A-350

PLAN

SCALE: 3/4" = 1'-0"

FOR SOIL AND PLANTS, REFER TO LANDSCAPE DRAWINGS MOLDED GALV STL ANGLE WELDED TO GALV STL PLATE MOLDED GALV STL ANGLES WELDED TO PLANTER WALL WP TERMINATION BAR

2'-10"

6.00°

2°

1'-5"

GALV STL PLANTER WALL GALV STL SUPPORTS WELDED TO FRAME 2" RIGID INSUL ON STICK PIN, TYP WATERPROOFING ROOT BARRIER WOOD PLANKS BOLTED TO GALV STL FROM UNDERSIDE REMOVABLE BENCH AND GALV STL T BOLTED TO GALV STL ANGLES; ITEM 7.50WSSA GALV STL ANGLES WELDED TO GALV STL PLANTER WALL FILTER LAYER

DRAINAGE LAYER TO PAVEMENT +0'-0"

SECTION DETAIL

GALV STL PLANTER BED WELDED TO 6"x12" GALV STL TUBE REMOVABLE GALV STL MESH PLATE BOLTED TO GALV STL TABS

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

SECTION THROUGH TRANSPORTABLE PLANTERS WITH REMOVABLE BENCHES TOP VARIES

TOP VARIES

TO PAVEME +0'-0"

CROTON GOLF COURSE CLUBHOUSE Site: Van Cortlandt Park, Bronx, New York, USA 2013 As part of the cityâ&#x20AC;&#x2122;s infrastructure development, a new water treatment plant was to be constructed in Van Cortlandt Park in the Bronx, at the confluence of the Croton Watershed. Due to its location within a public park and on the site of an existing golf course, the treatment plant was designed with a green roof driving range. Package 4 included the design of a clubhouse wrapping the perimeter of the treatment plant. In order to illustrate the process of natural water filtration, a series of water cells filters greywater on site to be used for irrigation on the golf course and driving range. The clubhouse incorporates class curtain walls and wood paneling and mullions to accentuate connections between the indoors and nature. As the building peels away from the treatment plant, corridors, joint lines, and lighting follow the layers created. My roles in this project were on Construction Documents, drafting and coordinating with lighting, MEP, and landscape consultants.

MATER AESS-4 ROOF MEMBRANE

FB-01

7'-2 1/2"

GR-01

DRIVING RANGE LIGHTING AESS MEMBRANE PLATE TO A-142FIXTURE REFER WITH GALVANIZED A-148 FORSTEEL LOCATION FITTINGSAF4 AESS-4

PV-01 STEEL LIGHTING POLE AESS-4

PVC COATED WIRE EDGE ROPE REFER TO STRUCTURAL DWGS FOR SCHEDULE

STEEL LIGHTING POLE AESS-4

PRECAST CONC PLINTH TO SUPPORT SPORTS LIGHTING POLE PV-04

AESS BALE RING

9'-9 1/2"

DRIVING RANGE LIGHTING FIXTURE REFER TO A-142A-148 FOR LOCATION AF4 PRECAST CONC PLINTH TO SUPPORT SPORTS LIGHTING POLE

C.I.P. CONCRETE PV-01 PLANKS TEE BOX SST. HANDRAIL GR-01 DOWNLIGHT REFER TO DWG AD7 A-887

NYLON IMPACT NETTING AESS-4 SECURED WITHIN A GALVANIZED ANGLE FRAME AND SECURED TEE BOX BETWEEN DOWN LIGHT PRECAST PANELS AD6

T.O.DRIVING WALL RANGE EL. LIGHTING VARIES AF4 T.O.F. 196'-0" H.P.

LIGHT WEIGHT METAL MESH SURFACE MOUNT AND CANTILEVERED FRAME LINEAR FLORESCENT FOR FALL PROTECTION AL6

PV-04 PRECAST CONC TEE BOX FLOOR

CONDUITS FASTENED TO SLAB 7'-0"

PV-04 NYLON IMPACT NETTING SECURED WITHIN A GALVANIZED ANGLE FRAME AND SECURED BETWEEN PRECAST PANELS

FITTINGS BOLTED IN FIELD

LIGHT WEIGHT GOLF PAINTED AESS TEE BOX CANOPY NETTING FOR BALL STRUCTURE REFER TO STRUCTURAL COLLECTION AND PROTECTION DRAWINGS OF WETLAND CELL 7 BELOW AESS-4 07-07

LIGHT WEIGHT METAL MESH AND CANTILEVERED FRAME FOR FALL PROTECTION

PRECAST CONC TEE REFER TO RADIANTBOX GAS FLOOR HEATING STRUCTURAL SUSPENDED BETWEEN DRAWINGS TEE BOX STRUCTURES

LIGHT WEIGHT GOLF NETTING FOR BALL COLLECTION AND PROTECTION OF WETLAND CELL 7 BELOW 07-07

MOUNT ROOF DRAIN SCUPPER AND LEADER TO TEE BOX STRUCTURE. DRAIN TO LIGHT WEIGHT GOLF CELL 7 NETTING FOR BALL COLLECTION AND PROTECTION STL. BASE PLATE AESS FINISH OF WETLAND CELL 7 BELOW 07-07

1-1/2" GUTTER (OPEN TO BELOW) CONCEALED CONDUIT FROM PLINTH BELOW

NYLON IMPACT SYNTHETIC MATS NETTING PROVIDED BY PARTITIONS CONCESSIONAIRE

PRECAST CONC PLINTH PV-04 NYLON IMPACT NETTING PRECASTSECURED CONC. WITHIN A GALVANIZED TEE BOX ANGLE FLOOR FRAME AND SECURED PV-04 BETWEEN PRECAST PANELS

3 -

FALL-SAFE SHELF T.O. WALL EL. VARIES

LIGHT WEIGHT METAL MESH AND CANTILEVERED FRAME FOR FALL PROTECTION

LIGHT WEIGHT GOLF NETTING FOR BALL COLLECTION AND PROTECTION OF CELL 7

2 -

07-07 ENLARGED PLAN

SCALE : 1/4" = 1'-0"

REF. 1/A-128

T.O. WALL EL. VARIES

3 -

DRIVING RANGE LIGHTING FIXTURE REFER TO A-142A-148 FOR LOCATION AF4

GRIMSHAW 637 West 27th Street New York NY10001 T +1 646 293 3600

PV-03 PV-04

MATCH LINE REFER TO A-201

1 A-300

KEY PLAN

1 A-301

SST GUARD RAIL, TYP. STAIR #1, REFER TO A-650, A-651

GFRC ROOF EAVE PANEL, TYP.

CLUBHOUSE T.O. ROOF EAVE EL. 212'-6"

GL-02

AF-3 GL-02

GL-02

AF-3 GL-02

GL-02

GL-07

AF-3

GL-07

GL-02

GL-07

AF-3 GL-02

GL-07

GENERAL NO

B.O. SOFFIT EL. 208'-0"

1. FOR CURTAIN W GLAZING JOINT LO

2. FOR EQUIPMEN

3. FOR FINISHES M REFER TO DWG. A

AF-3

4. STONE SHELF T BELOW GRADE

7'-10"

5. FOR FOOTING L DWGS. 8'-0"

STL COLUMN, TYP. REFER TO STRUCT. DWGS FOR ADD'L INFO

GL-02

AF-3 GL-04

4'-0 1/2"

GL-02 AF-3

T.O.S. ROOF EL. 210'-10"

1 1/2"

4'-0"

GFRC ROOF SOFFIT

4'-0" TYP

GF-01

T.O.F. 1ST FLOOR EL. 196'-0"

WOOD CLAD MULLION

EAST ELEVATION (UNFOLDED W/O SITE WALL)

WD-06

REFER TO DWG 1/A-010

A-300

A-301

REFER TO A-201

SCALE : 1/4" = 1'-0"

MATCH LINE

2 --

T.O. ROOF EAVE EL. 212'-6" T.O.S. ROOF EL. 210'-10"

SUBVERSIVE URBANISM Site: Hong Kong Partner: Chris Cornelissen 2011 - 2012 Hong Kong owes much of its success to its position as the worldâ&#x20AC;&#x2122;s freest economy, maintaining this status through coordinated actions by the power elite of government, finance and media. However, increasing vulnerability to financial turbulence and rising poverty levels necessitate a reevaluation of traditional power within Hong Kong. Approaching this project from the framework of a social movement, parasitic analogies are used to harness the strengths of people to instigate change within the city. By operating outside legal boundaries, residents organise around a series of crowd-driven, â&#x20AC;&#x153;undergroundâ&#x20AC;? nighttime events. These initiatives lead to an overnight occupation of empty lands with demountable structures and a popular appeal for support through mass self-communication. Owing to the interests and strengths of neighbourhood residents, local development represents the community through peer-to-peer lending and open-source methods of determining built forms and functions. Increased involvement and confidence by citizens in their abilities to construct the city encourages further investment in similar developments elsewhere. Reparasitisation and alteration continues to align the city towards economic and social sustainability.

NATURAL SYSTEMS RESEARCH PARASITES

.25µm

XX The wasp lays up to 80 eggs beneath the cuticle of the caterpillar as well as injecting the polydnavirus.

The Sacculina Barnacle swims through the ocean until it reaches a crab. It releases its own shell and burrows through a joint on the crab. The Sacculina burrows to the crab’s abdomen. From there, it grows ciliary branches through the crab’s body. These are used to feast off the crab and to release chemicals to affect the crab’s neuromodulators.

About one day before emerging from the cuticle, the larvae secrete compounds which prevent the caterpillar’s ability to feed and move while the larvae chew their way out of the cuticle.

Neuromodular alteration now makes the caterpillar aggressive towards other parasitic animals that may try to parasitize the pupating wasps.

With the alteration of the host’s central nervous system now complete, the caterpillar spins silk cocoons around the wasp pupa instead of for itself, cementing its own fate towards death.

Once ready to hatch, the male or female crab will fan its claws to ensure that the newly-hatched Sacculina disperse, much as it would for its own young. The mother Sacculina will remain in the crab to await further fertilization.

After about 4-5 days, the wasps moult from their cocoons. Since the caterpillar’s neuromodulators have prevented it from foraging for food it eventually dies from starvation. Sources http://en.wikipedia.org/wiki/Sacculina http://www.springerlink.com/content/l6nhecf68jb192j8/fulltext.pdf http://nucleodecenio.blogspot.com/2008/02/horrid-phenotypic-integration.html

SACCULINA BARNACLE

The microsopic male Sacculina will enter through a crevice in the enlarged female to fertilize it. From the site of the female crab’s eggsac or the male’s reshaped abdomen, the crab will brood Sacculina eggs as if they were its own.

GLYPTAPANTELES

Sources http://www.ppls.ed.ac.uk/ppig/documents/parasitic_manipulation.pdf http://www.plosone.org/article/info:doi/10.1371/journal.pone.0002276 http://en.wikipedia.org/wiki/Glyptapanteles

If the Sacculina infects a male crab, it will reshape the crab’s abdomen to match a female’s. Neuromodulator modification will also convince the male crab to perform actions equal to that of a female. If the Sacculina infects a female crab, it will sterilize it.

The wasp larvae hatch and develop beneath the caterpillar’s cuticle, being sure not to damage any internal organs or touch the central nervous system. During the larval stage, the wasps release chemicals that alter neuromodulators released by the caterpillar.

WEAK SPOTS

2. FAILURE OF INSTITUTIONS WEAK SPOTS + AGENTS FOR SUBVERSION

ISOLATED DEVELOPMENTS

HIGHWAYS

LAND RECLAMATIONS

SUBVERSION AGENTS

PROXIMITY TO PROBLEMS

POTENTIAL FOR SUBVERSION

UNAATRACTIVE LAND FOR POWER TRIANGLE

SUBVERSION TIMELINE THE EIGHT STAGES OF SUCCESSFUL SOCIAL MOVEMENTS

3. RIPENING CONDITIONS

3. RIPENING CONDITIONS SECRET CINEMA, FOOD CARTS AND ART GALLERY UNDER THE HIGHWAY

4. TAKE OFF

4. TAKE OFF VISIBLE OCCUPATION OF CAR PARK TO THE WEST OF THE HIGHWAY

DIGITAL CONTENT

CROWD-SOURCED FUNDRAISING

PEER-TO-PEER FUNDRAISING

BUILDING WIKI: DOWNLOAD, EDIT, PRINT

PLANNING WIKI

6. MAJORITY PUBLIC SUPPORT

6. MAJORITY PUBLIC SUPPORT RE-INTRODUCTION OF MANUFACTURING IN HONG KONG

7. SUCCESS

7. SUCCESS OFFICIAL ADOPTION OF ALTERNATIVE FORMS OF URBAN DEVELOPMENT COLLECTIVE FUNDING AND CONSTRUCTION ON A LARGE SCALE

PROGRAMMING

PROGRAMME DISTRIBUTION

PLANNING WIKI

CONSTRUCTION #41 HOUSING INITIATED BY CITY OF HONG KONG

CO HO

INITI YAU SEN

CONSTRUCTION #62 HOUSING

INITIATED BY HONG KONG PLANNING DEPARTMENT

CONSTRUCTION #23 SPORTS

CONSTRUCTION #29 HOUSING

INITIATED BY COMMUNITY COLLEGE

INITIATED BY PROSTITUES

REPARASITISATION CONSTRUCTION #12 HOUSING INITIATED BY P2P DEVELOPMENT GROUP

REPARASITISATION CONSTRUCTION #52 GALLERY

REPARASITISATION

INITIATED BY M+

CONSTRUCTION #8 GOVERNANCE

INITIATED BY GRASSROOTS MOVEMENT

CONSTRUCTION #34 SCHOOL INITIATED BY YAU MA TEI COUNSIL

REPARASITISATION CONSTRUCTION #51 MUSIC VENUE INITIATED BY XIQU ORGANISATION

CONSTRUCTION #22 MANUFACTURING

INITIATED BY FRUIT MARKET WORKERS

CONSTRUCTION #9 MANUFACTURING INITIATED BY WIKIHOUSE

CONSTRUCTION #7 OFFICE INITIATED BY DESIGNERS

CONSTRUCTION #21 MANUFACTURING INITIATED BY YAU MA TEI CAMERA

REPARASITISATION

CONSTRUCTION #7 MANUFACTURING

REPARASITISATION

CINEMA

INITIATED BY YAU MA TEI DESIGN & MAKE

CONSTRUCTION SHOPS

FRUIT MARKET

INITIATED BY SHANHAI STREET SHOP OWNERS

REPARASITISATION

URBAN MAPPING IN 3 DISTRICTS Office Project Site: San Juan Bautista, Misiones, Paraguay Site: Villarrica, Guairá, Paraguay Site: Limpio, Central, Paraguay 2009 - 2010 Two regional cities (San Juan Bautista and Villarrica) and a suburb of Asunción (Limpio) were selected to participate in a development program to establish urban planning programs within each district’s city hall. The projects consisted of surveying the existing urban infrastructure of the cities and subsequent graphic and numerical introduction into computer systems within the respective city halls. Collected data would be used for accurate property tax collection corresponding to land value as well as the economic and historic value of constructions within the property. Data would also be applied to planning practices to effectively deliver city services to different neighborhoods and develop informed guidelines for subsequent city growth.

SURVEYED AREA OF VILLARRICA WITH LOTS AND CONSTRUCTIONS

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COMPUTER APPLICATION LESSONS

LEGAL DOCUMENT DEDUCTION

PROPERTY MEASUREMENT

PROPERTY DOCUMENT INSPECTION

DISTRICT PLAN OF LIMPIO

SAN JUAN BAUTISTA WITH LOTS AND CONSTRUCTIONS

SAN JUAN BAUTISTA WITH NEIGHBOURHOOD DIVISIONS

BRIGHTON ROAD URBAN FARMING School Project Site: Brighton Road, Pittsburgh, Pennsylvania, United States Partners: Nina Marie Barbuto and Jenna Kappelt 2006 Joining dense urban planning with strategically-located urban farmland, this design creates a unique identity for the people that live in the three neighborhoods that border Brighton Road. Redevelopment would be supported by urban farming and an adjoining food cooperative to sell the locally-grown food. Materials of demolished buildings would be reused in the construction of infill development and existing structures would be adapted to farming use on the southern slopes of the site. Pedestrian paths would connect urban farming and new commercial, centered around a Food Cooperative, with elements such as benches and parks constructed from the materials of demolished buildings.

Green Spaces

Analysis of Abandoned Buildings

SITE FORCES

Summer Shadows

Good/Marginal Physical & Architectural Condition Community Priority Buildings Poor Physical & Architectural Condition

Buildings

Roads

Winter Shadows

Parking

Green Spaces

Watershed

Slope Severity STANDING WATER slope <1% COMFORTABLE ACTIVITY 4%<slope<10% NEED RUNOFF PROTECTION 20%<slope NEEDS TERRACING or REGRADING 50%<slope

Analysis of Abandoned Buildings Good/Marginal Physical & Architectural Condition Community Priority Buildings Poor Physical & Architectural Condition

YOUTH PHOTOGRAPHY COURSE Volunteering Activity Site: Emboscada, Cordillera, Paraguay 2008 Beginning with the formation of an organizational comittee, strategic planning and fundraising activities were successful in securing the purchase of five digital cameras. A program was established to teach adolescent youth from an underserved city in Paraguay technical and creative skills of photography as a means of selfexpression and exploration. Seminars encouraged students to compare and contrast their own photographs with those of their peers as well as photographs from famous photographers from throughout the world. Included are examples of results from the class.

SENCILLO Y VACÍO BY KARINA LEZCANO

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A KAÑY BY RODRIGO DELACRUZ

AT RIGHT: ASAYE BY RODRIGO DELACRUZ

MOKAYA RATÎ BY RODRIGO DELACRUZ

AT LEFT: CUMPLEAÑERO BY SONIA VALDEZ

ITA ARI AGUATA BY RODRIGO DELACRUZ