Djakasaputra_Portfolio_2020 by Maxwell Djakasaputra

MAXWELL DJAKASAPUTRA PORTFOLIO 2020

ABOUT ME I am looking for a studio that can foster my interests in becoming a well-rounded designer, project manager and licensed architect. I am interested in forwardlooking issues such as sustainability, verticality, and design innovation. I am motivated to learn more about the future of workplaces post COVID-19, the evolving culture of retail & hospitality, and the architectural impact on the â&#x20AC;&#x153;Disruption Economy.â&#x20AC;?

Maxwell Djakasaputra

EDUCATION UNIVERSITY OF SOUTHERN CALIFORNIA Bachelor of Architecture

May 2018

U S C P H I S I G M A T H E T A H O NO R S O C I E T Y Fellowship

PROFILE 25-year old aspiring architect

E D W AR D & Y O L AND A W O NG T R AV E L I NG F E L L O W S H I P F e l l o w s h i p a w a r d e d t o 5 a r c h i t e c t u r e s t u d e n t s to simulate the i n t e r d i s c i p l i n a r y , c o l l a b o r a t i v e p r o c e s s o f a mixed-use development

from Houston, Texas with

C o n d u c t e d a f e a s i b i l i t y a n a l y s i s o n t h e O l y m p i a Convention C e n t e r f o r C a p i t a l & C o u n t i e s P r o p e r t i e s P L C o f London, UK

a passion for mixed-use

CONTACT (832)-758-7705

EXPERIENCE HKS ARCHITECTS

APT A

C o o r d i n a t e d i n t e r i o r s t e a m a n d s u b - c o n s u l t a n t s on submittal p a c k a g e s , d o o r + h a r d w a r e s c h e d u l e s , a n d p l a n c h eck requirements E n s u r e d C A S p R e v i e w c o m m e n t s w e r e r e v i e w e d a n d reflected throughout entire renovation of Westin Palo Alto

LINKEDIN.COM/IN/MDHUANG94

P a r t i c i p a t e d i n m a r k e t i n g i n t e r v i e w f o r H e a r s t Hotel historic p r e s e r v a t i o n a n d c o n v e r s i o n t o c l i e n t r e p r e s e n tatives

MDHUANG94@GMAIL.COM

AC MARTIN PARTNERS Technical Coordinator + Designer

D e v e l o p e d m a s s i n g s t u d i e s , b l o c k & s t a c k d i a g r a ms, and p r o g r a m m a t i c p l a n n i n g s c h e m e s f o r U C I S t u d e n t S uccess Building F o u n d e d A C M ' s I n t e r n s h i p P r o g r a m a n d N e w H i r e P r esentation series for weekly Happy Hour

RHINO+V-RAY REVIT+ENSCAPE

HKS ARCHITECTS Architectural Design Intern

E n s u r e d g r a p h i c l e g i b i l i t y i n t h e p r o d u c t i o n o f construction d o c u m e n t a t i o n f o r U S C N o r r i s C o m p r e h e n s i v e C a n c e r Center.

ELEMENTARY: SPANISH

FITNESS FOOD CORTADOS ART HISTORY FASHION URBANISM

Jun 2017- Aug 2017

P i c k e d u p r e d l i n e s a n d u p d a t e R e v i t m o d e l f o r 1 00% DD phase of U C S a n D i e g o N o r t h T o r r e y P i n e s L e a r n i n g N e i g h b orhood

ADVANCED: MANDARIN

INTERESTS

LOS ANGELES, CA

C o l l a b o r a t e d i n d e s i g n c h a r r e t t e s v i a 3 D m o d e l i n g in Rhino for t h e P e r f o r m a n c e V e n u e a t t h e L A R a m s S t a d i u m - H o l lywood Park

NATIVE: ENGLISH & INDONESIAN

BASIC: PORTUGESE

Jun 2018-Sep 2019

F a c i l i t a t e d a n d l e d D e s i g n C o o r d i n a t i o n a n d C l u s ter meetings a t f i e l d o f f i c e f o r t h e D G S N N R H o f f i c e t o w e r i n Sacramento, CA

ILLUSTRATOR

LANGUAGES

LOS ANGELES, CA

C o o r d i n a t e d a n d p r o d u c e d c o n s t r u c t i o n d o c u m e n t a t ion, Phase S u b m i t t a l s , m a t e r i a l s e l e c t i o n s , a n d L E E D r e q u i r ements

AUTOCAD

PHOTOSHOP

Oct 2019-Apr 2020

D o c u m e n t e d a n d p r o d u c e d e x i s t i n g / d e m o p l a n s , t echnical details, and accessibility upgrades in Revit and AutoCAD

SAN FRANCISCO, CA 94118

INDESIGN

SAN FRANCISCO, CA

Design Professional 1 - Architecture

536 5TH AVENUE

SKILLS

Spring 2017

INVOLVEMENT USC ARCHITECTURAL GUILD Student Mentor

AIA Associate AIA Member

AAa/e

LOS ANGELES, CA Aug 2018-present

LOS ANGELES, CA Jun 2018-present

LOS ANGELES, CA

Banquet Committee Member Jan 2019-Oct 2019 Lead graphics designer/editor and coordinator

PART ONE:

PROFESSIONAL WORK AC MARTIN PARTNERS - LOS ANGELES, CA JUNE 2018 - SEP 2019 HKS ARCHITECTS - SAN FRANCISCO, CA OCT 2019 - PRESENT 4

CONTENTS 01

DGS NEW NATURAL RESOURCES HEADQUARTERS

06-11

Technical Coordinator, Job Captain, Assistant Project Manager

02 UC IRVINE STUDENT SUCCESS BUILDING Designer

12-17

03 WESTIN PALO ALTO RENOVATION

18-21

Project Coordinator

DGS NEW NATURAL RESOURCES HEADQUARTERS DESIGN-BUILD PARTNERSHIP: TURNER+AC MARTIN

PROJECT DIRECTOR: TAMMY JOW, LEED-AP PROJECT ARCHITECT: TIM REDMOND, AIA PROJECT DESIGNER: GAIL BOUVRIE, AIA, LEED-AP

RESPONSIBILITIES: + Coordinated and produced toilet room, elevator lobby: material finishes, elevations, finish plans, accessibility plans, RCPs, floor transition details, tile pattern details, and ADA details + Facilitated and led Design Coordination and BreakOut Cluster meetings while maintaining Design Constraint Log at field office + Managed Phase Submittal compilations and packaging + LEED liaison and coordinator for project

DEPARTMENT OF GENERAL SERVICES

NEW NATURAL RESOURCES HQ 715 P STREET SACRAMENTO, CA 98514 PROJECT COORDINATOR 7

6 SITE PLAN

SOUTH

WEST

EAST

NORTH

STREET VIEW PERSPECTIVE

NORTH

SOUTHEAST

NORTHEAST

NORTHWEST

consultant

TOILET ROOM RENDERING

0 10 30 TYPICAL UPPER LEVEL FLOOR PLAN

N Presentation 8TH FLOOR SCALE: 1/8" = 1'-0"

KEYNOTES 102.D1 102.D2 102.D7 102.D9

102.D10 102.F1 102.H2 102.H3 102.K2 102.L1 102.M1

3 3' - 9 1/2"

TYPICAL 3RD-8TH FLOOR - EAST MENS & WOMENS RESTROOM

28' - 9 1/8" 10' - 10 3/4"

1' - 7"

102.L1

3' - 1" CL 3' - 1"

1' - 7"

2' - 2"

3' - 0 1/2"

6' - 7"

3' - 1"

102.H2 102.H3 102.D7

102.D10 TOILET PARTITION

A-622

3' - 1"

by revision

sheet title

9' - 2 3/4"

102.D7 A-621 18

3' - 1"

5' - 0 1/2"

8' - 9 5/8"

5' - 6 1/4"

102.H3

TOILET PARTITION

15 A-621 12

1' - 5 1/2"

CL 1' - 5 1/2" 102.H2

102.D10

MEN 13-510

5' - 2"

4 102.M1

102.F1 1' - 7" 102.L1 1' - 7"

9' - 3"

A-622

4' - 4"

13' - 1 1/4"

102.M1

4' - 10"

5' - 7 1/2"

CL 5' - 1 1/2" FD

102.F1

20-510

3' - 1"

14' - 2"

11' - 5 1/4"

20TH FLOOR - MENS & WOMENS RESTROOM

TYPICAL 13TH-19TH FLOOR - MENS & WOMENS RESTROOMS

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

A-360

Issue Date construction issue date

A-360

sheet number

project

A-360

NEW NATURAL RESOURCES HEADQUARTERS

1' - 5 1/2"

MEN

102.H3 102.H2

1' - 7"

1' - 8"

7 A-614

102.D7

1' - 7"

1' - 5 1/2"

A-621 13

DEPARTMENT OF GENERAL SERVICES

5' - 1 1/2"

TOILET PARTITION 102.D7 102.D9

9' - 3"

3' - 1"

102.L1

2' - 2"

3' - 1"

4' - 3 3/4"

2' - 2"

102.H3

1' - 8"

4' - 10"

4' - 11"

102.D7

3' - 1"

1' - 2"

A-622

9' - 2 3/4"

11' - 4 3/4"

TOILET PARTITION 7 102.D7 102.D9

102.K2 20-511

20 A-621 17 102.F1

13-511

WOMEN

102.M1

WOMEN

10 A-622

102.F1 102.M1

5' - 2"

2' - 2"

2' - 2" 1' - 7" 102.L1

5' - 6 1/2"

4' - 11 1/2"

1' - 7"

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

5' - 0 1/2"

4' - 10"

3' - 1"

2' - 6"

3' - 1"

PHASE III DESIGN - STRUCTURE & CORE - MAY 20, 2019

d3 23' - 2 1/4" 3' - 1 1/2"

Checker

A-360

3 3 5' - 3 1/4"

Author

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

715 P STREET, SACRAMENTO, CA 95814

drawn by

3-503

checked by

WOMEN

A-360

date

revision information

9" 18

3' - 0 1/2"

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

no.

2' - 2"

4' - 11" 3' - 1"

3' - 1"

2' - 11 1/2"

TYPICAL 3RD-8TH FLOOR - WEST MENS & WOMENS RESTROOM

3' - 1" CL 3' - 1"

Tim Redmond

A-360

5' - 6 3/4"

CL 5' - 5 3/4"

Gail Bouvrie

5' - 0 1/2"

2017109

3' - 1"

102.K2

4' - 11 1/2"

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

3' - 1"

102.F1 102.L1 102.M1

Tammy Jow

TYPICAL 9TH-12TH FLOOR - MENS & WOMENS RESTROOM

3' - 0 1/2"

19 A-620 17

job number

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

5' - 0 1/2"

20' - 11 1/8"

16 102.D7

TOILET PARTITION

project director

3' - 1"

1' - 7"

project architect

5' - 7"

3' - 1"

102.H3 20 A-620

7' - 1 1/2"

3' - 1"

102.H2

NOTES 1. FOR ACCESS COMPLIANCE DIMENSIONS SEE A-360A, A-361A, AND A-362A. 2. SEE A-612 FOR TYPICAL TOILET ROOM DETAILS, DIMENSIONS AND MOUNTING HEIGHTS FOR PLUMBING FIXTURES AND TOILET ACCESSORIES.

102.L1

project designer

3-510

3' - 0 1/2"

A-620

MEN

102.H3

TOILET PARTITION

102.M1 102.F1

1' - 7"

102.H2

102.D10

102.M1

10 A-620 8

102.D7

plan check submittal date

A-621

14 A-620 12

1' - 7"

102.H3

1' - 5 1/2"

102.D7 FD

102.F1

102.D7

102.D9 TOILET PARTITION

2' - 4" 102.L1

102.H3

3' - 1"

102.H2

5' - 1 1/2"

project information

1 A-621

2' - 4"

102.H2

5' - 1 1/2"

15 A-620

102.H2

3' - 1"

ENLARGED TOILET ROOM PLANS

5 ALIGN

1' - 5 1/2"

2' - 2"

5' - 1 1/2"

1' - 5 1/2"

102.D7 102.H3

3' - 1"

FLS

3-502

2' - 6"

1' - 8" 3' - 1"

A-620

1' - 6"

37' - 10"

3' - 1"

URINAL SCREEN

TOILET PARTITION 102.D7

DATE

MEN

3' - 0 1/2"

consultant

102.M1

9-510

2' - 4"

2' - 2"

4' - 11"

2' - 2"

3' - 1"

2' - 6" 2' - 4"

102.F1

102.L1

102.H2

1' - 6"

8' - 1"

2' - 4"

A-620

102.F1

2' - 4"

102.D7

3' - 1"

102.M1

102.H3

2' - 4"

2' - 2" 1' - 8"

A-621

TOILET PARTITION 102.D9

102.K2

3-511

5' - 0 1/2"

4' - 3"

102.F1

WOMEN

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

5' - 0 1/2"

9' - 0 1/2"

3' - 1"

1' - 8"

3' - 1"

2' - 6"

10 A-621

102.K2 102.M1

2' - 4" 102.L1

MEN

5' - 0 1/2"

4' - 10"

3' - 1"

1' - 6"

9-511

3' - 1"

ALIGN

WOMEN

3' - 1"

1' - 6"

3' - 0 1/2" ELEC RM

3' - 0 1/2"

2' - 2"

5' - 9"

TOILET PARTITION URINAL SCREEN WOMEN'S RECESSED COMBINATION UNIT WOMEN'S PARTITION MOUNTED COMBINATION UNIT MEN'S SURFACE MOUNTED COMBINATION UNIT SOAP DISPENSER, WALL MOUNTED 36" GRAB BAR 42" GRAB BAR FEMININE NAPKIN VENDOR, RECESSED MIRROR RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE

plot date: 5/13/2019

6:00:50 PM

KEYNOTES 102.D1 102.D7 102.D9 102.D10 102.F1 102.H2 102.H3 102.K2 102.L1 102.M1

STARTING POINT

3 CT102

9' - 0" 21 A-612

FLS

DATE

INTERIOR ELEVATION - RESTROOM 20 - 510 - NORTH

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

Checker

Issue Date

Author drawn by

Tim Redmond project architect

checked by

Gail Bouvrie project designer

construction issue date

A-622

plan check submittal date

no.

revision information

2017109

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

project information

INTERIOR ELEVATION - RESTROOM 20 - 510 - EAST A

Tammy Jow

7 A-622

job number

9' - 0"

9' - 0" 6"

48" MAX

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

A-622

102.L1 102.F1

CT101

INTERIOR ELEVATION - RESTROOM 20 - 511 - EAST A

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

OPEN TO BEYOND

2' - 10" 4"

CT102

TYPICAL 3RD-8TH FLOOR - WEST MENS & WOMENS RESTROOM FINISH PLAN - FOR TILE PATTERN ONLY

CT101

PT101

project director

PT101 OPEN TO BEYOND

consultant

CT102

102.L1

48" MAX

102.F1

2' - 10" 4"

CT102

date

revision

CT103

CT101

A-622

CT102

6 A-622

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

LEGEND 1. FOR STANDARD TOILET INFORMATION AND DETAILS SEE A-612 2. FOR MATERIAL DESCRIPTIONS SEE A-711 3. FOR CT-103 PATTERN, SEE 11/12/13 A-622.

CT101

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

CT103

102.H3 102.D7

CT102

INTERIOR ELEVATION - RESTROOM 20 - 511 - NORTH

CT101

102.H2

48" MAX.

12 A-622

102.D1

CT101

PT101

CT101

GL106

102.F1 102.M1

2' - 10" 4"

CT102 CT103

102.L1

CT103

4' - 0"

CT103

102.D10

102.D1

CT101

CT102

9' - 0"

TOILET PARTITION WOMEN'S RECESSED COMBINATION UNIT WOMEN'S PARTITION MOUNTED COMBINATION UNIT MEN'S SURFACE MOUNTED COMBINATION UNIT SOAP DISPENSER, WALL MOUNTED 36" GRAB BAR 42" GRAB BAR FEMININE NAPKIN VENDOR, RECESSED MIRROR RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE

STARTING POINT

COVE 1/4" GROUT

CT102

CT103B

CT102

CT103B

CT102

CT103A

CT102

CT103B

CT102

CT103B

CT102

CT103A

CT102

CT103B

CT102

CT103B

CT102

CT103A

CT102

CT103B

CT102

CT103B

CT102

CT103A

CT102

CT103B

CT102

CT103B

CT103A

CT103B

CT102

CT103B

CT103A

CT103B

CT103A

CT101

CT103A

CT103B

CT103A

CT103B

CT103A

CT101

CT103A

CT103B

CT101

CT103B

CT103A

CT103B

CT101

CT103B

CT101

CT103B

CT103A

CT103B

CT101

102.D7

4' - 0"

CT103

102.D7

CT101

102.H3

9' - 0"

6" CT103B

CT101

CT103B

CT101

CT103B

CT101

CT103B

CT101

CT103B

CT101

CT103B

CT101

CT103A

CT101

CT103A

CT101

102.H2

CT103

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

CT101

RESTROOM TILE COLOR BAND PATTERN - FLOOR

CT101

INTERIOR ELEVATION - RESTROOM 20 - 511 EAST B

8 A-622

CT101

INTERIOR ELEVATION - RESTROOM 20 - 510 EAST B

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

A-622

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

1/4"

CT101

CT103B

CT102

CT103B

CT102

CT103B

CT101

CT103B

CT103A

CT103B

CT102

CT103A

CT102

CT101

CT103B

CT103A

CT101

CT103B

CT103A

CT102

CT103A

CT101

CT103B

CT103A

CT102

CT103B

CT102

CT101

CT103B

CT101

CT103B

CT103A

CT103B

CT102

CT101

CT103B

CT103A

CT103B

CT103A

CT103B

CT102

CT101

CT103B

CT101

CT103B

CT102

CT103B

CT102

CT103B

PT101

102.D7

CERAMIC TILE (CT) OVER THINSET, SEE INTERIOR ELEV. 1/4" GROUT JOINT, TYP.

INTERIOR ELEVATION - RESTROOM 20 - 511 - SOUTH SCALE: 1/4" = 1'-0"

CT102

9 A-622

21 A-612

INTERIOR ELEVATION - RESTROOM 20 - 510 - SOUTH SCALE: 1/4" = 1'-0"

4 A-622

CT102

CT103A

CT101

CT103B

CT103A

CT102

CT103B

CT102

CT101

CT103B

CT101

CT103B

CT103A

CT103B

CT102

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

4' - 0" CT102

102.M1

102.F1

CT102

CT103

CT101

102.L1

2' - 10" 4"

RESTROOM TILE COLOR BAND PATTERN - WALL

4' - 0" 102.K2 CT103

CT101

13 A-622

project

CT102

4 A-612

CT103

CT102

INTERIOR ELEVATION - RESTROOM 20 - 511 - WEST SCALE: 1/4" = 1'-0"

CT102

10 A-622

CT103

CT101

INTERIOR ELEVATION - RESTROOM 20 - 510 - WEST SCALE: 1/4" = 1'-0"

5 A-622

sheet number

CT103A

9' - 0"

CT102

CT103B

CT101

SCALE: HALF FULL SIZE

48" MAX

CT103A

CT103B

EVERY SIX INCHES

CT101

CL CL PATTERN REPEATS

CT101

THINSET MORTAR

CERAMIC TILE COVE BASE2

2' - 10" 4"

1/8"

3/ 8"

102.L1 102.F1 102.M1

CT101

CERAMIC TILE (CT) COVED BASE OVER THINSET, SEE INTERIOR ELEV.

CERAMIC TILE (CT) OVER MORTAR BED, SEE FINISH FLOOR PLAN

GL106

PT101

2' - 10" 4"

CT103B

CT101

102.H3

CT101

102.H2 WALL PER WALL TYPE

9' - 0"

CT102

CT103B

1/4" 5 3/4"

CT103A

CT103B

102.D1

102.D9

1/4" 5 3/4"

CT103A

EVERY SIX INCHES

CT103B

CL PATTERN REPEATS

CT101

9' - 0"

4' - 0 1/4" SMALL TILE BAND

CT101

9' - 0"

1/4"

sheet title

A-622

4' - 0"

SMALL TILE BAND 6"

CT101

102.H3

PHASE III DESIGN - STRUCTURE & CORE - MAY 20, 2019

CT102

715 P STREET, SACRAMENTO, CA 95814

CT102

INTERIOR ELEVATIONS - TOILET ROOMS

FINISH WALL

PATTERN REPEATS

CT103B

NEW NATURAL RESOURCES HEADQUARTERS

CT102

9' - 0"

1/4"

PATTERN REPEATS CL 6" CL

1/4"

1/4" 5 3/4"

5 3/4" 1/4"

2' - 11 3/4"

DEPARTMENT OF GENERAL SERVICES

2' - 11 3/4"

A-622

plot date: 5/15/2019

10:26:02 AM

TYPICAL UPPER LEVEL FLOOR PLAN

ELEVATOR LOBBY RENDERING

TYPICAL UPPER LEVEL FLOOR PLAN

MATERIALS & FINISHES

9.4

1. FOR INTERIOR FINISHES REFER TO MATERIAL AND FINISH SCHEDULE ON SHEET A-721. 2. FOR TYPICAL ELEVATOR DETAILS REFER TO SHEET A-613 3. FOR TYPICAL SIGNAGE (ELEVATOR) DETAILS REFER TO SHEET A-613 AND SIGNAGE DRAWINGS SG-SERIES

11' - 0 1/2"

7 A-613

NORTH LOBBY 1-005

D D

+12' - 0"

ELEVATOR LOBBY

ELEVATOR LOBBY 1-506

2' - 0"

EQ.

1-506

revision information

AMC101 +13' - 3"

9.4

Issue Date

Checker checked by

construction issue date

Author

Tammy Jow

Tim Redmond

job number

2017109

project information

consultant

+12' - 0"

11 A-711

drawn by

EQ 4' - 2 1/2"

1' - 5 3/4"

9' - 3 1/2"

16 A-645

Gail Bouvrie

project director

A-321

project architect

project designer

date

revision

2 A-662

5 A-662

A-321

EQ.

FLS

DATE

17 A-613

SERVICE ELEVATOR AT BASEMENT FLOOR PLAN 9 SCALE: 1/4" = 1'-0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

no.

16 A-613

4' - 2 1/2"

9' - 3 1/2"

1' - 5 3/4"

plan check submittal date

6 3/4"

SECURE LOBBY 1-002

11' - 0 1/2"

7 4

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

A-321

1ST FLOOR ELEVATOR LOBBY PLAN

A-321

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

5 A-662 SIM.

4 A-662

6 A-662

3 A-662

PL102

CT107

GL106

PL102

A-321

5 A-662 SIM.

PL102

GL106

PL102

GL106

PL102

CT107

FINISH TO MATCH ELEVATOR DOOR; SEE L3 ELEVATOR IDENTIFICATION, ILLUMINATED

ST102

ST102 7 A-662

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

ELEVATOR CALL BUTTON KEY PAD TILE BASE TO MATCH FLOORING

1ST FLOOR ELEVATOR LOBBY TYP. - EAST

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

A-321

BLUE METAL PANEL CLNG. PL102 PT104 GL106

CT107

PL102

GL106

PL102

GL106

PL102

GL106

PL102

GL106

FINISH TO MATCH ELEVATOR DOOR; SEE L3

CT107

GL109

4' - 0"

7' - 2"

ELEVATOR IDENTIFICATION, ILLUMINATED

1ST FLOOR 0"

project

1ST FLOOR 0" ELEVATOR CALL BUTTON KEY PAD

DEPARTMENT OF GENERAL SERVICES

1ST FLOOR ELEVATOR LOBBY TYP. - SOUTH

NEW NATURAL RESOURCES HEADQUARTERS

FIRE PULL STATION 1ST FLOOR 0" RECESSED EVACUATION SIGN , SEE SIGNAGE DWGS.

1ST FLOOR 0"

4' - 0"

sheet title

1 A-662

OPEN TO LOBBY BEYOND

PHASE IV DESIGN – COMPREHENSIVE DESIGN (100% CD) - AUGUST 26, 2019

1ST FLOOR - ELEVATOR LOBBY RCP

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

715 P STREET, SACRAMENTO, CA 95814

6 SERVICE ELEVATOR AT FIRST FLOOR

ELEVATOR LOBBY-ENLARGED PLAN/RCP/INTERIOR ELEVATIONS

6 3/4"

TILE BASE TO MATCH FLOORING

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

1ST FLOOR ELEVATOR LOBBY TYP. - WEST

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

A-321

sheet number

1ST FLOOR ELEVATOR LOBBY TYP. - NORTH

A-321

plot date: 8/5/2019 6:04:37 PM

DOOR AND FRAME (WHERE OCCURS)

EPOXY FLOORING

NATURAL STONE PAVERSOVER THIN SET

STRUCTURAL CONC. SLAB

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME)

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

CLEAVEGE MEMBRANE RADIANT HEATING TUBES 3/4" STONE PAVERS 7/8" MORTAR BED

3/4"

CRACK ISOLATION MEMBRANE

FINISH FLOOR 0'-0"

6" 1/2"

T.0. SLAB

1/2"

MORTAR SETING BED W/ REINFORCING WIRE MESH

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

T.0. SLAB

-0'-1 3/4"

1/2"

7/8"

+0'-0"

3/4"

1/4" 1/2"

+0'-0"

FIRST FLOOR

1/4"

FIRST FLOOR

NATURAL STONE PAVERS OVER THINSET

3/8"

NATURAL STONE OVER THIN SET

2" RIGID INSULATION

1/8" GROUT JOINT, TYP.

3/4"

CARPET FLOORING

1/4" 1/4"

3/8"

1/4"

RUBBER TRANSITION (ADA COMPLIANT)

DOOR AND FRAME (WHERE OCCURS)

1/4"

RESILIENT FLOORING

3/4"

DOOR AND FRAME

FLS

DATE

POUR BACK- SEE STRUCTURAL

FINISH FLOOR TRANSITION - RESILIENT FLOORING TO CARPET SCALE: 6" = 1'-0"

FINISH FLOOR TRANSITION - EPOXY TO STONE PAVERS

SCALE: 6" = 1'-0"

FINISH SLAB 1 (TCNA #RH 110A-18)

SCALE: 6" = 1'-0"

A-671

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

A-671

FINISH FLOOR TRANSITION - CERAMIC TILE TO CERAMIC TILE AT RESTROOMS

1/2"

T.0. SLAB -0'-1 3/4"

1/8" GROUT JOINT, TYP.

FOR RADIANT FLOORING ASSEMBLY REFER TO DETAIL 1/A-671 FOR BALANCE OF INFORMATION

NATURAL STONE PAVERS OVER THIN SET POUR BACK - SEE STRUCTURAL DRAWINGS

NATURAL STONE PAVERS OVER THIN SET

1/8" GROUT JOINT, TYP.

SEALED CONCRETE

SCALE: 6" = 1'-0"

15 A-671

EPOXY FLOORING

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME)

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

ENTRANCE FLOOR GRILLES (SEE FINISH PLAN)

POUR-BACK - SEE STRUCTURAL

1/2"

+0'-0"

POUR BACK - SEE STRUCTURAL DRAWINGS

FIRST FLOOR 1

+0'-0"

1/4"

1/2"

KITCHEN CL

3/8" CARPET MIN.

STAINLESS STEEL WALK-OFF MAT PERIMETER ANGLE

T.0. SLAB

POUR-BACK - SEE STRUCTURAL

-0'-1 3/4"

Issue Date

Checker checked by

construction issue date

Author

Tim Redmond

drawn by

project architect

plan check submittal date

Tammy Jow

Gail Bouvrie

T.0. SLAB

1/8" GROUT JOINT, TYP.

FINISH FLOOR TRANSITION - STONE PAVERS TO SEALED CONCRETE SCALE: 6" = 1'-0"

DOOR AND FRAME (WHERE OCCURS)

SEALED CONCRETE

A-671

project

DOOR AND FRAME

FINISH FLOOR

1/4"

+0'-0" T.0. SLAB

A-671

FIRST FLOOR

-0'-1" POUR BACK - SEE STRUCTURAL DRAWINGS

FINISH FLOOR TRANSITION - CARPET TO TILE FLOORING

1/4"

1/8"

3/8"

NATURAL STONE PAVERS OVER THIN SET

3/8"

1/4"

CERAMIC TILE OVER THINSET

1/4"

1/2"

1/4"

1/2"

1/8" GROUT JOINT, TYP.

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME)

SCALE: 6" = 1'-0"

A-671

DOOR AND FRAME (WHERE OCCURS)

CARPET FLOORING

FINISH FLOOR TRANSITION - CARPET TO NATURAL STONE PAVERS

SCALE: 6" = 1'-0"

A-671

DOOR AND FRAME (WHERE OCCURS)

ADA COMPLIANT TRANSITION STRIP (FINISH T.B.D.)

SCALE: 6" = 1'-0"

A-671

-0'-1 1/2"

FINISH FLOOR TRANSITION - SEALED CONCRETE TO WALK-OFF MATT SCALE: 6" = 1'-0"

10 A-671

FINISH FLOOR TRANSITION - CARPET TO EPOXY SCALE: 6" = 1'-0"

5 A-671

sheet number

FINISH FLOOR TRANSITION - CARPET TO STONE PAVERS

SCALE: 6" = 1'-0"

FINISH FLOOR TRANSITION - STONE PAVERS TO SEALED CONCRETE

3/8"

-0'-6"

no.

revision information consultant

+0'-0"

T.0. SLAB -0'-1 3/4"

POUR BACK - SEE STRUCTURAL DRAWINGS

T.0. SLAB

FINISH FLOOR TRANSITION - CARPET TO RUBBER FLOORING

job number

2017109

FIRST FLOOR 1

1/2"

PHASE IV DESIGN – COMPREHENSIVE DESIGN (100% CD) - AUGUST 26, 2019

3/8" CARPET MIN.

+0'-0"

NATURAL STONE PAVERS OVER THIN SET

date

revision

3/4" 3/4"

1/4" 1/4"

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME) FIRST FLOOR

715 P STREET, SACRAMENTO, CA 95814

1/4"

sheet title

SEALED CONCRETE

1/2"

A-671

NEW NATURAL RESOURCES HEADQUARTERS

1/2"

1/4"

3/4"

1/2" 1/2"

1/2" 1

SCALE: 6" = 1'-0"

DOOR AND FRAME (WHERE OCCURS)

3/4"

FINISH FLOOR

1/4"

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

1/4"

1/2"

1/4"

3/4" DOOR AND FRAME (WHERE OCCURS)

3/8" CARPET MIN.

CARPET FLOORING

0'-10 1/2"

FINISH FLOOR TRANSITION - SEALED CONCRETE TO WOOD FLOORING

8 A-671

DOOR AND FRAME (WHERE OCCURS)

RUBBER TRANSITION (ADA COMPLIANT)

-0'-6"

SCALE: 6" = 1'-0"

A-671

RUBBER FLOORING

+1'-0" T.0. SLAB

WOOD FLOOR FINISH

FOR RADIANT FLOORING ASSEMBLY REFER TO DETAIL 1/A-671 FOR BALANCE OF INFORMATION T.0. SLAB

FINISH FLOOR TRANSITION - STONE PAVERS TO SEALED CONCRETE

SCALE: 6" = 1'-0"

FIRST FLOOR

3/4"

18 A-671

1/8" GROUT JOINT, TYP.

-0'-2 1/2"

SCALE: 6" = 1'-0"

ALIGN

1/4"

NATURAL STONE PAVERS OVER THIN SET

T.0. SLAB

FINISH FLOOR TRANSITION - CONCRETE TO CARPET

PLYWOOD SUBSTRATE

1/8" GROUT JOINT, TYP.

FINISH FLOOR TRANSITION - STONE PAVERS TO SEALED CONCRETE

1/2"

CERAMIC TILE OVER THIN SET

POUR-BACK - SEE STRUCTURAL

SEALED CONCRETE

1/4"

1/2"

A-671

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME)

FINISH FLOOR

1/4"

+0'-0"

SPECIFIED THRESHOLD FOR FIRE RATED DOOR (ALIGN W/ WIDTH OF DOOR FRAME)

1/8"

1/2"

FIRST FLOOR

DOOR AND FRAME (WHERE OCCURS)

SEALED CONCRETE

1/4"

3/4"

1/4"

DOOR AND FRAME (WHERE OCCURS)

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

CARPET

3/4"

RUBBER TRANSITION (ADA COMPLIANT) 2

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

A-671

DOOR AND FRAME (WHERE OCCURS)

SEALED CONCRETE

FLOOR DETAIL AT ELEV. LOBBY L1 AND L2

SCALE: 6" = 1'-0"

A-671

DOOR AND FRAME

FINISH FLOOR TRANSITION - STONE PAVERS TO STONE PAVERS

SCALE: 6" = 1'-0"

1/4"

FINISH FLOOR TRANSITION - CARPET TO STONE PAVERS

project director

NATURAL STONE PAVERS OVER THINSET POUR BACK- SEE STRUCTURAL

A-671

project designer

STRUCTURAL CONC. SLAB

-0'-1 3/4"

T.0. SLAB -0'-2 1/2"

NATURAL STONE PAVERS OVER THIN SET

SCALE: 6" = 1'-0"

project information

FINISH FLOOR TRANSITION - CARPET TO CARPET FLOORING

1/2" THINSET MORTAR CRACK ISOLATION MEMBRANE

T.0. SLAB

FLOOR TRANSITION DETAILS

1'-5 1/4"

1/2" STONE PAVERS

1/8" GROUT JOINT, TYP.

1/2"

T.0. SLAB

POUR BACK - SEE STRUCTURAL DRAWINGS

1/4"

+1'-7"

1/2"

DEPARTMENT OF GENERAL SERVICES

1/2"

+0'-0"

FIRST FLOOR

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

FIRST FLOOR

3/8"

1/4"

3/4"

ALIGN

3/4"

1/4"

CARPET FLOORING

1/4"

RUBBER TRANSITION (ADA COMPLIANT) 2

3/4"

STONE THRESHOLD (ADA COMPLIANT) SET IN THINSET, ALIGN W/ WIDTH OF DOOR FRAME

1/4"

NATURAL STONE PAVERS OVER THIN SET

3/8" CARPET MIN.

CARPET FLOORING

DOOR AND FRAME (WHERE OCCURS)

A-671

plot date: 8/5/2019 6:08:56 PM

UCI STUDENT SUCCESS BUILDING SITE + BUILDING PLANNING CRITERIA ARCHITECT: AC MARTIN

PROJECT DIRECTOR: SUSAN Oâ&#x20AC;&#x2122;CONNELL, AIA, DBIA, LEED-AP BD+C PROJECT PLANNER: ANDREA STALKER, LEED-AP RESPONSIBILITIES: + Developed massing studies, block & stack diagrams, programmatic planning schemes, and room criteria diagrams

UNIVERSITY OF CALIFORNIA - IRVINE

STUDENT SUCCESS BUILDING IRVINE, CALIFORNIA DESIGNER 15

4 STORY TERRACE SCHEME

450 Stall Parking Structure 6 stories ~72,000 SF Future Building 6 stories @ 12,000 sf/story 115,800 SF Student Success Building Top 3 stories @ 26,100 sf/story

Roof Deck / Terrace at Level 2 provides outdoor space Shade canopy creates gathering space at the Ring Mall

Ground Level @ 37,500 sf/story

SITE PLAN

5 STORY BAR SCHEME

450 Stall Parking Structure 6 stories ~ 90,000 SF Future Building 6 stories @ 15,000 sf/story 90,000 SF Student Success Building 5 stories @ 18,000 sf/story

SITE PLAN

6 STORY COURT SCHEME

450 Stall Parking Structure 6 stories ~ 84,000 SF Future Building 6 stories @ 14,000 sf/story 90,000 SF Student Success Building 6 stories @ 15,000 sf/story

SITE PLAN

Plaza connects with entries for both Student Success & Anteater Learning Pavilion

4 STORY TERRACE SCHEME Shelled Space

Counseling, CARE, VSC

DTEI, ATC, AVC

DSC, DCP, SWHP

AXONOMETRIC VIEW

5 STORY BAR SCHEME DTEI, ATC, AVC

Counseling

SWHP, VSC, CARE

DCP

DSC

AXONOMETRIC VIEW

6 STORY COURT SCHEME DTEI, ATC CC (Counseling) VSC, CARE, CC DSC

DCP, SWHP, AVC

DCP

AXONOMETRIC VIEW

WESTIN PALO ALTO RENOVATION ARCHITECT OF RECORD: HKS SAN FRANCISCO

PRINCIPAL-IN-CHARGE: DON HARRIER, AIA, CDS, LEED AP PROJECT ARCHITECT: FATEN ABDULLAH PROJECT DESIGNER: DESIGN ATELIER

RESPONSIBILITIES: + Documented and produced existing/demo plans, technical details, and accessibility upgrades in Revit and AutoCAD + Coordinated interiors team and sub-consultants on updating design, submittal packages, door+hardware schedules, and other plan check requirements + Ensured CASp Review comments were reviewed and reflected throughout entire renovation

PACIFIC HOTEL MANAGEMENT, LLC

WESTIN PALO ALTO RENOVATION 675 EL CAMINO REAL PALO ALTO, CA 94301 PROJECT COORDINATOR 19

ARCHITECT HKS ARCHITECTS, INC.

539 BRYANT STREET, SUITE 100

WESTIN - PALO ALTO

SAN FRANCISCO, CA 94107

OWNER PACIFIC HOTEL MANAGEMENT, LLC 400 SOUTH EL CAMINO REAL SUITE 200 SAN MATEO, CA 94402-1731

INTERIOR DESIGNER DESIGN ATELIER 1410 3RD STREET SAN RAFAEL, CA 94901

GENERAL CONTRACTOR CW HORTON GENERAL CONTRACTOR, INC 3295 DEPOT ROAD HAYWARD, CA 94545

STRUCTURAL ENGINEER GREGORY PAUL WALLACE, SE 5865 DOYLE STREET, SUITE 112 EMERYVILLE, CA 94608

LIGHTING DESIGNER LUMINAE SOUTER ASSOCIATES, LLC 504 ROOSEVELT WAY SAN FRANCISCO, CA 94114

KEY PLAN

REVISION NO. DESCRIPTION

DATE

HKS PROJECT NUMBER

DATE

12/20/2019 ISSUE

SHEET TITLE

EXISITING ACCESSIBLE PATH OF TRAVEL

2/13/2020 1:49:08 PM

SHEET NO.

ARCHITECT HKS ARCHITECTS, INC.

539 BRYANT STREET, SUITE 100 we d g m d m ls.co we d g m d m ls.co

SPA

2' - 0 1/2" VIF

LOCATION OF EXISTING SHOWER HEAD. ADJUST HEIGHT OF CONTROLS AS SHOWN

EXISTING DRAIN PIPE TO REMAIN

25.11 25.14

32.9

K L

32.10

Level 02 109' - 9"

32.11 32.12 32.13 32.14

MIN 60" LONG HOSE

32.15 32.16

32.17 32.18 32.20

Level 1 100' - 0"

32.21

DESCRIPTION A 24 INCH GRAB BAR TO BE INSTALLED AT THE FOOT OF THE TUB LOCATED 33” TO 36” AFF FLUSH TO FRONT EDGE OF TUB. DIAGRAM 11B-607.4.2.2. LACKING BAR AT FOOT OF TUB. LACKING SEATS IN TUB. INSTALL TO COMPLY. TWO 24” GRAB BARS TO BE LOCATED 12” MAX FROM FRONT CONTROL WALL AND 24” MAX. FROM BACK WALL WITH TOP BAR MOUNTED 33” TO 36” AFF WITH THE BOTTOM BAR 9” TO CENTER ABOVE TOP OF TUB. 11B-607.4.2.1. EXISTING GRAB BARS LACK 24" LENGTH MEASURED CENTER TO CENTER. INSTALLED AT 13" FROM FRONT WALLS. REINSTALL GRAB BAR TO COMPLY. THE WATER VALVE MUST BE SINGLE LEVER TYPE, AND MOUNTED BELOW THE GRAB BAR FLUSH TO THE FRONT EDGE OF TUB. 11B-607.5 CURRENTLY NOT CENTERED TO THE FRONT EDGE OF TUB. SHIFT/ADJUST VALVE TO COMPLY. SEAT TUB TO BE NON SLIP AND NOT TO ALLOW MOVEMENT WHEN IN USE. AND TO PROVIDE A STRUCTURAL STRENGTH OF 250 LBS. POINT LOAD. 11B-607.3, 11B-610 CURRENTLY LACKING SEAT IN TUBS. PROVIDE A SECURE MOUNTED SEAT IN TUB. THE REAR EDGE OF THE SEAT MUST BE 2 ½” MAXIMUM AND THE FRONT EDGE 15” MINIMUM AND 16” MAXIMUM FROM THE SEAT WALL. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT. THE REAR EDGE OF THE “L” PORTION OF THE SEAT MUST BE 1 ½” MAXIMUM FROM THE WALL AND THE FRONT EDGE 14” MINIMUM AND 15” MAXIMUM FROM THE WALL. THE END OF THE “L” MUST BE 22” MINIMUM AND 23” MAXIMUM FROM THE MAIN SEAT WALL. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT. THE SHOWER SEAT MUST PROVIDE A MINIMUM STRUCTURAL STRENGTH TO SUPPORT A VERTICAL OR HORIZONTAL 250 LBS. POINT LOAD. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT. GRAB BARS MUST BE LOCATED ON BACK WALL AND SIDE WALL FURTHEST FROM THE ENTRY IN ALT. ROLL IN AND OPPOSITE THE SEAT AND INSTALLED 6” MAXIMUM FROM THE ADJACENT WALLS AND NOT ABOVE THE SEAT. LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. GRAB BAR MUST BE L-SHAPED AND CONTINUOUS ALONG THE WALL OPPOSITE FROM AND ADJACENT TO THE SEAT. (BUT NOT EXTENDED TO INCLUDE THE PORTION OF WALL OVER THE SEAT) LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. GRAB BARS MUST BE MOUNTED BETWEEN 33”–36” ABOVE FLOOR SURFACE MEASURED TO THE TOP OF GRIPPING SURFACE. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE CLEARANCE BETWEEN THE WALL AND GRAB BAR MUST BE 1 ½” THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW MUST BE 1 ½” MINIMUM AND THE SPACE BETWEEN THE GRAB BAR AND OBJECTS ABOVE MUST BE 12” MAXIMUM. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE BARS MUST BE SMOOTH WITH AN OUTSIDE DIAMETER OF 1 1/4” MINIMUM AND 2” MAXIMUM CIRCULAR CROSS SECTION, AND FOR NON-CIRCULAR CROSS SECTION A PERIMETER OF 4” MINIMUM AND 4.8” MAXIMUM. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE BARS MUST PROVIDE A MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE GRAB BARS MUST BE STABLE AND DO NOT ROTATE WITHIN THEIR FITTINGS. LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. OPERABLE PARTS OF THE CONTROL FAUCET MUST BE LOCATED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WITHIN REACH RANGE OF NO LESS THAN 19” AND NO MORE THAN 27” FROM THE REAR EDGE OF THE SEAT ABOVE THE GRAB BAR BUT NO HIGHER THAN 48” ABOVE THE SHOWER FLOOR. MOVE CONTROLS TO COMPLY WITH REQUIREMENTS. OPERABLE PARTS OF CONTROLS AND FAUCETS MUST BE INSTALLED ON THE SIDE WALL ADJACENT TO THE SEAT WALL, 19” MINIMUM AND 27” MAXIMUM FROM THE SEAT WALL ABOVE THE GRAB BAR BUT NO HIGHER THAN 48” ABOVE THE SHOWER FLOOR. MOVE CONTROLS TO COMPLY WITH REQUIREMENTS.

REFER TO MANUFACTURER'S INSTRUCTIONS AND ENGINEERED CALCULATIONS FOR INSTALATION REQUIREMENTS.

GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS

SHOWER SEAT. FURNTURE ITEM TO BE DESIGNED. REFER TO ID DRAWINGS.

25.1 25.2

ALTERNATE ROLL-IN TYPE SHOWER CLEARNACES, AS PER 2010 ADA STANDARD FOR ACCESSIBLE DESIGN, CHAPTER 6 - 608.2.3

ITEM NO.

5' - 0"

SEAT

ANCHOR SOCKET. CUSTOM POLE EXTENSION. EPOXY OR HYDROLIC CEMENT TO BE USED TO SECURE ANCHOR IN PLACE.

WESTIN - PALO ALTO

EXISTING 12" MIN. STRUCTURAL SLAB

CASp REPORT-ADA COMPLIANCE KEYNOTE - POOL SHOWER

we d g m d m ls.co

4' - 0"

EXISTING 4" CONCRETE PAVING

we d g m d m ls.co we d g m d m ls.co

we d g m d m ls.co

1' - 6"

OR APPROVED EQUAL

SAN FRANCISCO, CA 94107

Level 3 - UNITS 119' - 6"

we d g m d m ls.co we d g m d m ls.co

NEW RAIL ADDED TO COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 24, SECTION 3119B AND POOL ENCLOSURE REQUIREMENTS. RAILS TO MATCH EXISTING DECORATIVE ADD-ON BALCONY ON SECOND FLOOR

REFER TO MANUFACTURER'S INSTRUCTIONS AND ENGINEERED CALCULATIONS FOR INSTALATION REQUIREMENTS.

3' - 6"

Swim-Lift® Traveler II XRC500 Part Number 2761

SPECTRAM AQUATICS

CONTRACTOR TO VERIFY MOVING ANCHOR SLEEVE CLOSER TO POOL WALL TO MAXIMIZE DEPTH ACHIEVED BY POOL LIFT, AND ALLOW CLEARANCE FOR SPA SEAT.

3' - 0"

33" MAX. SETBACK

2' - 1 1/4"

EDGE OF SPA SEAT

CL LIFT AT SPA

FLOOR MOUNTED GRAB BAR

EDGE OF POOL WALL

LIFT AT POOL

4 POOL SHOWER - PLAN

SHOWER SEAT

3 POOL SHOWER - ELEVATION

1/4" = 1'-0"

MAX. 25" SETBACK FOR LIFT TO ACHIEVE MAX. DEPTH

CONTRACTOR TO VERIFY MOVING ANCHOR SLEEVE CLOSER TO POOL WALL AND STAY CLEAR OF POOL COPING.

SPECTRAM AQUATICS Swim-Lift® Traveler II XRC500 Part Number 2761

EXISTING WALL MOUNTED LIGHTING FIXTURE

EXISTING PLANTER IRRIGATION

EXISTING PLANTER LIGHTING FIXTURE

NEW FLOOR POWER OUTLET

EXISTING PLANTERS TO BE REMOVED

OWNER PACIFIC HOTEL MANAGEMENT, LLC 400 SOUTH EL CAMINO REAL SUITE 200 SAN MATEO, CA 94402-1731

EXISTING SQUARE PLANTER TO REMAIN

INTERIOR DESIGNER DESIGN ATELIER 1410 3RD STREET

SAN RAFAEL, CA 94901

GENERAL CONTRACTOR

OR APPROVED EQUAL

CW HORTON GENERAL CONTRACTOR, INC 3295 DEPOT ROAD

NEW RAIL ADDED TO COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 24, SECTION 3119B AND POOL ENCLOSURE REQUIREMENTS. RAILS TO MATCH EXISTING DECORATIVE ADD-ON BALCONY ON SECOND FLOOR

1' - 6"

LIVING WALL BY AMBIUS REFER TO ID DRAWINGS. DOES NOT NEED ELECTRICITY OR PLUMBING.

NEW POOL LIFT BY SPECTRAM AQUATICS.

NYX - STUDIO NISHO FIRE PIT. REFER TO ID DRAWINGS

PATH OF TRAVEL MIN. 4' WIDE

wo d g m ls.cm e d

we d g m d m ls.co

GREGORY PAUL WALLACE, SE

we d g m d m ls.co

mo g w d ls.cm e d

we d g m d m ls.co

wo d g m ls.cm e d

A 4' - 0" X

F.1

ITEM NO.

4' - 0"

POOL LIFTS MUST BE LOCATED WHERE THE WATER LEVEL IS NOT DEEPER THAN 48 INCHES.

TEMPLATE VERSION: 3.0.0.20170623

PLOT DATE:

4' - 0"

31.20

CLEAR DECK SPACE

KEY PLAN

B H

CL 2' - 0 1/4"

2/13/2020 1:54:31 PM

4' - 0"

4FT

POOL

REVISION NO. DESCRIPTION

5FT

ACCESSIBLE POOL LIFT: THE SIDE OF THE SEAT OPPOSITE THE WATER MUST PROVIDE A CLEAR DECK SPACE THAT IS PARALLEL WITH THE SEAT. THE SPACE MUST BE MIN 36” WIDE AND EXTEND FORWARD 48” MIN FROM A LINE LOCATED 12” BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR DECK SPACE MUST HAVE A SLOPE NOT STEEPER THAN 2%. SPA DECK HAS 3.8% SLOPE AND MUST BE REDONE TO COMPLY WITH REQUIREMENT.

5FT 5FT

THE POOL MUST BE EQUIPPED WITH AN ACCESSIBLE LIFT DEVICE THAT MEETS THE REQUIREMENTS. SPA DECK HAS 3.8% SLOPE AND MUST BE REDONE TO COMPLY WITH REQUIREMENT.

DATE

4' - 1 1/2"

31.12

Ø 86 11/16"

1' - 0"

POOL/SPA WALL

POOL/SPA

4' - 0"

C X

3' - 8" X

3FT

DESCRIPTION ACCESSIBLE POOL LIFT: WHEN IN THE RAISED POSITION, THE CENTERLINE OF THE SEAT MUST BE LOCATED OVER THE DECK AT 16” MIN. FROM THE EDGE OF THE POOL – ALSO, THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND POOL EDGE MUST HAVE A SLOPE NO GREATER THAN 2%. SPA DECK HAS 3.8% SLOPE AND MUST BE REDONE TO COMPLY WITH REQUIREMENT.

LUMINAE SOUTER ASSOCIATES, LLC 504 ROOSEVELT WAY

31.11

F.1

LIGHTING DESIGNER SAN FRANCISCO, CA 94114

ADA COMPLIANCE KEYNOTES - POOL LIFT

3/4" = 1'-0"

4' - 0"

NOTE: EXISTING CONCRETE PAVING AND STRUCTURAL SLAB DIMENSIONS ARE AS PER RECORD DRAWINGS PROVIDED BY CLIENT. CONTRACTOR TO VERIFY ON SITE WHERE REQUIRED.

6 POOL LIFT_SECTION

5865 DOYLE STREET, SUITE 112 EMERYVILLE, CA 94608

PATIO UMBRELLA WITH DECK MOUNTED BASE. REFER TO ID DRAWINGS.

we d g m d m ls.co

ls.cm e d g m wo d

REFER TO MANUFACTURER'S INSTRUCTIONS AND ENGINEERED CALCULATIONS FOR INSTALATION REQUIREMENTS.

wo d g m ls.cm e d

ls.cm e d mo g w d

m ls.co d g m we d

m ls.co d me g w d

ANCHOR SOCKET. CUSTOM POLE EXTENSION. EPOXY OR HYDROLIC CEMENT TO BE USED TO SECURE ANCHOR IN PLACE.

STRUCTURAL ENGINEER

we d g m d m ls.co ls.cm e d g m wo d

m ls.co d me g w d

m ls.co d g m we d

m ls.co d me g w d

POOL SHELL

m ls.co d g m we d

m ls.co d me g w d

m ls.co d g m we d

EXISTING 12" MIN. STRUCTURAL SLAB

POOL

HAYWARD, CA 94545

FIRE DOOR

EXISTING 4" CONCRETE PAVING

TYP. NOTE: CBC 3112B.2 BULL-NOSED COPING TO BE OF REINFOCED CONCRETE, OR MATERIAL EQUIVALENT IN STRENGTH AND DURABILITY, WITH ROUND SLIP RESTANT EDGES. THE OVERHANG OF THE BULL-NOSED COPING SHALL NOT EXCEED 2" OR BE LESS THAN 1" AND SHALL NOT EXCEED 2 1/2" IN THICKNESS.

A1.01

PLOT DATE:

TEMPLATE VERSION: 3.0.0.20170623

23214.000

PERMIT SET

H.8

C SPA

DECK

HKS PROJECT NUMBER

23214.000 DATE

12/20/2019 ISSUE

3' - 0"

5 POOL LIFT_PLAN 3/4" = 1'-0"

PERMIT SET

2 POOL DECK - NEW LAYOUT 3/16" = 1'-0"

SHEET TITLE

POOL DECK EXISTING PLANTERS, LIGHTING, IRRIGATION

POOL DECK DETAILS

3/16" = 1'-0" SHEET NO.

A3.82

F.C.L.

DESCRIPTION

COVE LIGHTING

A 24 INCH GRAB BAR TO BE INSTALLED AT THE FOOT OF THE TUB LOCATED 33” TO 36” AFF FLUSH TO FRONT EDGE OF TUB. DIAGRAM 11B-607.4.2.2. LACKING BAR AT FOOT OF TUB. LACKING SEATS IN TUB. INSTALL TO COMPLY. TWO 24” GRAB BARS TO BE LOCATED 12” MAX FROM FRONT CONTROL WALL AND 24” MAX. FROM BACK WALL WITH TOP BAR MOUNTED 33” TO 36” AFF WITH THE BOTTOM BAR 9” TO CENTER ABOVE TOP OF TUB. 11B-607.4.2.1. EXISTING GRAB BARS LACK 24" LENGTH MEASURED CENTER TO CENTER. INSTALLED AT 13" FROM FRONT WALLS. REINSTALL GRAB BAR TO COMPLY.

32.11

32.13

32.15

32.16

F.F.L.

32.20

32.21

3/8" = 1'-0"

F.C.L. COVE LIGHTING

1' - 6"

VENT

MAKE UP MIRROR

ROBE HOOK

TO CORRIDOR

WALL TILE

F.F.L. TILE BASE

THE BARS MUST PROVIDE A MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE GRAB BARS MUST BE STABLE AND DO NOT ROTATE WITHIN THEIR FITTINGS. LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. OPERABLE PARTS OF THE CONTROL FAUCET MUST BE LOCATED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WITHIN REACH RANGE OF NO LESS THAN 19” AND NO MORE THAN 27” FROM THE REAR EDGE OF THE SEAT ABOVE THE GRAB BAR BUT NO HIGHER THAN 48” ABOVE THE SHOWER FLOOR. MOVE CONTROLS TO COMPLY WITH REQUIREMENTS.

32.18

SAN FRANCISCO, CA 94107

11 UNIT 153 - ADA - ELEVATION - SOUTH

3/8" = 1'-0"

THE BARS MUST BE SMOOTH WITH AN OUTSIDE DIAMETER OF 1 1/4” MINIMUM AND 2” MAXIMUM CIRCULAR CROSS SECTION, AND FOR NON-CIRCULAR CROSS SECTION A PERIMETER OF 4” MINIMUM AND 4.8” MAXIMUM. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS.

32.17

HKS ARCHITECTS, INC.

539 BRYANT STREET, SUITE 100

TILE BASE

12 UNIT 153 - ADA - ELEVATION - WEST

GRAB BAR MUST BE L-SHAPED AND CONTINUOUS ALONG THE WALL OPPOSITE FROM AND ADJACENT TO THE SEAT. (BUT NOT EXTENDED TO INCLUDE THE PORTION OF WALL OVER THE SEAT) LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. GRAB BARS MUST BE MOUNTED BETWEEN 33”–36” ABOVE FLOOR SURFACE MEASURED TO THE TOP OF GRIPPING SURFACE. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS. THE CLEARANCE BETWEEN THE WALL AND GRAB BAR MUST BE 1 ½” THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW MUST BE 1 ½” MINIMUM AND THE SPACE BETWEEN THE GRAB BAR AND OBJECTS ABOVE MUST BE 12” MAXIMUM. LACKS GRAB BARS .INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS.

32.14

32" MIN CLEAR WIDTH

THE SHOWER SEAT MUST PROVIDE A MINIMUM STRUCTURAL STRENGTH TO SUPPORT A VERTICAL OR HORIZONTAL 250 LBS. POINT LOAD. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT. GRAB BARS MUST BE LOCATED ON BACK WALL AND SIDE WALL FURTHEST FROM THE ENTRY IN ALT. ROLL IN AND OPPOSITE THE SEAT AND INSTALLED 6” MAXIMUM FROM THE ADJACENT WALLS AND NOT ABOVE THE SEAT. LACKS GRAB BARS. INSTALL GRAB BARS TO COMPLY WITH REQUIREMENTS.

32.12

ARCHITECT

3 1' - 0"

WESTIN - PALO ALTO

32.9

32.10

BALCONY RAIL WHERE APPLICABLE ON UPPER LEVELS

THE WATER VALVE MUST BE SINGLE LEVER TYPE, AND MOUNTED BELOW THE GRAB BAR FLUSH TO THE FRONT EDGE OF TUB. 11B-607.5 CURRENTLY NOT CENTERED TO THE FRONT EDGE OF TUB. SHIFT/ADJUST VALVE TO COMPLY. SEAT TUB TO BE NON SLIP AND NOT TO ALLOW MOVEMENT WHEN IN USE. AND TO PROVIDE A STRUCTURAL STRENGTH OF 250 LBS. POINT LOAD. 11B-607.3, 11B-610 CURRENTLY LACKING SEAT IN TUBS. PROVIDE A SECURE MOUNTED SEAT IN TUB. THE REAR EDGE OF THE SEAT MUST BE 2 ½” MAXIMUM AND THE FRONT EDGE 15” MINIMUM AND 16” MAXIMUM FROM THE SEAT WALL. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT. THE REAR EDGE OF THE “L” PORTION OF THE SEAT MUST BE 1 ½” MAXIMUM FROM THE WALL AND THE FRONT EDGE 14” MINIMUM AND 15” MAXIMUM FROM THE WALL. THE END OF THE “L” MUST BE 22” MINIMUM AND 23” MAXIMUM FROM THE MAIN SEAT WALL. LACKS FOLDED SEAT. INSTALL FOLDED SEAT TO COMPLY WITH REQUIREMENT.

25.14

1' - 6"

2' - 10"

25.11

MAKE UP MIRROR

4' - 0"

25.2

G2A02

ITEM NO.

5' - 0"

2% MAX SLOPE

23.26 CASp REPORT-ADA COMPLIANCE KEYNOTE - GUESTROOMS 113, 133, 134, 213, 233, & 234

25.1

TILE BASE

UNIT 153 - ADA - ELEVATION - EAST 3/8" = 1'-0"

E2A02

UNIT 153 - ADA - ELEVATION - NORTH 3/8" = 1'-0" C2A02

B2A.2

OPERABLE PARTS OF CONTROLS AND FAUCETS MUST BE INSTALLED ON THE SIDE WALL ADJACENT TO THE SEAT WALL, 19” MINIMUM AND 27” MAXIMUM FROM THE SEAT WALL ABOVE THE GRAB BAR BUT NO HIGHER THAN 48” ABOVE THE SHOWER FLOOR. MOVE CONTROLS TO COMPLY WITH REQUIREMENTS.

OWNER

PACIFIC HOTEL MANAGEMENT, LLC 400 SOUTH EL CAMINO REAL SUITE 200 SAN MATEO, CA 94402-1731

12 A2.21a 10 A2A02

INTERIOR DESIGNER

23.13

22.24

DESIGN ATELIER 1410 3RD STREET SAN RAFAEL, CA 94901

3/8" = 1'-0" BALCONY RAIL WHERE APPLICABLE AT LEVEL 02

F.C.L. COVE LIGHTING

22.42

RELOCATE PHONE

25.11

3295 DEPOT ROAD

TYPICAL LAYOUT FOR UNITS 153 & 154

HAYWARD, CA 94545

STRUCTURAL ENGINEER GREGORY PAUL WALLACE, SE

1' - 0"

5865 DOYLE STREET, SUITE 112

AT LEVEL 01: REPLACE EXISTING SLIDING DOOR WITH HINGED DOOR TO COMPLY WITH ADA OPENING SIZE REQUIREMENTS

EMERYVILLE, CA 94608

BALCONY RAIL WHERE APPLICABLE ON UPPER LEVELS

F.1

LIGHTING DESIGNER LUMINAE SOUTER ASSOCIATES, LLC

22.2

SAN FRANCISCO, CA 94114

32" MIN

23.26 ROOM 153

4' - 0"

22.18 17" - 19"

33" - 36"

1' - 7"

MIN TO OUTLET

33" - 36"

40" MAX

7" - 9"

6 UNIT 2A - ADA - ELEVATION - WEST

3/8" = 1'-0"

CW HORTON GENERAL CONTRACTOR, INC

23.8

CLEAR WIDTH

E3 25.2

3/8" = 1'-0"

1' - 0"

3' - 0"

22.27

E3 25.1

1' - 3"

22.24

1' - 6"

GENERAL CONTRACTOR

ENLARGED FLOOR PLAN - UNIT 2A- ADA - DEMO

504 ROOSEVELT WAY

TOP OF SEAT

MIN

G2A01

5' - 0"

MIRROR

1' - 0"

TYPICAL LAYOUT FOR UNITS 153 & 154

2% MAX SLOPE

ENLARGED FLOOR PLAN - UNIT 2A- ADA - NEW

F.F.L.

5 UNIT 2A - ADA - ELEVATION - SOUTH 3/8" = 1'-0"

TYPICAL LAYOUT FOR UNIT 408

COVE LIGHTING

KEY PLAN

F.C.L. EQ

EXISTING VENT

MAKE UP MIRROR

SEAT

80" MIN CLEAR

24" MAX FOR 44" MAX REACH AT ROOM 153

2' - 0" MAX 33" min TO 36" max

25.14 25.1

E3 25.2 22.4

2' - 10"

25.3

3' - 8"

2' - 9" MIN

7' - 0"

TOWEL BAR

22.38

REVISION NO. DESCRIPTION

4 UNIT 2A - ADA - ELEVATION - EAST 3/8" = 1'-0"

25.1

25.2 E3

25.1 25.3 E1 3' - 3 1/2"

3 UNIT 2A - ADA - ELEVATION - NORTH 3/8" = 1'-0"

TYPICAL LAYOUT FOR UNIT 408

DATE

F.F.L.

EXISTING DOOR TO BE RELOCATED

TYPICAL LAYOUT FOR UNIT 408

E2A01

23.26 ROOM 153

ACCESSIBLE THRESHOLD REQUIRED HERE. (DO NOT USE STANDARD DOOR THRESHOLD)

13 COURTYARD THRESHOLD DETAILS

17" - 18"

AS PER AS-BUILT DRAWIMGS: MODIFIED BITUMIN SELF-ADHERING MEMBRANE. MEMBRANE FLASHING UP ADJOINING WALLS AT LEAST 6" ABOVE FINAL COURTYARD TOPPING

22.11

HKS PROJECT NUMBER

23214.000 DATE

01/27/20

5' - 2 1/2"

1' - 8 1/4"

22.17 22.26

22.27

22.3

ISSUE

60" FRONT PULL SIDE APPROACH

A2A.1

ø 5' -

22.19

23.13

1/2" MAX

TURN HOT FLUID APPLIED WATERPROOFING MEMBRANE AND DRAINAGE PROTECTION PANEL UP FACE OF CONCRETE

LAP SS SILL FLASHING DOWN OVER 3" MIN

32" MIN CLEAR

22.35 22.38 22.42 22.4

SLOPED 1/8"/FT

1 PIECE, 22 GA SS FLASHING SILL - SEAL ENTIRE PERIMETER WITH CONTINUOUS SEALANT

B2A01

22.43

OPENING WIDTH

3' - 2"

6 A2.21a 4

22.33

EXISTING SLAB AND WATERPROOFING SYSTEM GC TO VERIFY ON SITE ADJUST AT ROOMS 113, 134, 213

2/13/2020 1:49:11 PM

SEALANT

EXISTING PAVING SYSTEM

EXTERIOR COURTYARD WATERPROOFING UNDERLAYMENT CONT OVER FLASHING

1' - 2"

1' - 0" 4' - 6"

22.29

SHEET TITLE

22.11 DEMO WALL TO PROVIDE 60" FRONT PULL SIDE APPROACH & BATHROOM DOOR MANEUVERING SPACE DRY VANITY TO BE REMOVED.

22.2 22.16

MIN

3/8" = 1'-0"

ENLARGED GUESTROOM PLANS UNIT TYPE 2A - ADA

32" MIN CLEAR WIDTH

2 ENLARGED FLOOR PLAN - UNIT 2A - ADA - NEW

3" = 1'-0"

1 ENLARGED FLOOR PLAN - UNIT 2A - ADA - DEMO 3/8" = 1'-0"

TYPICAL LAYOUT FOR UNITS 113, 133, 134, 213, & 234

F.C.L.

SHEET NO.

A2.21a

HKS ARCHITECTS, INC.

F.C.L.

TO GUESTROOM

ARCHITECT HKS ARCHITECTS, INC.

539 BRYANT STREET, SUITE 100 SAN FRANCISCO, CA 94107

F.F.L.

F.F.L. TILE BASE

14 UNIT TYPE 5 - ENTRY ELEVATION - SOUTH 13 UNIT TYPE 5 - ENTRY ELEVATION - EAST

3/8" = 1'-0"

12 UNIT TYPE 5 - ENTRY ELEVATION - NORTH10 UNIT TYPE 5 - BATHROOM ELEVATION - WEST

3/8" = 1'-0"

WESTIN - PALO ALTO

15 UNIT TYPE 5 - ENTRY ELEVATION - WEST

3/8" = 1'-0"

TYP. EXISTING CROWN MOLDING TO REMAIN

F.C.L.

EXISTING VENT

F.F.L. TYP. TILE BASE

UNIT TYPE 5 - BATHROOM ELEVATION - SOUTH 3/8" = 1'-0"

UNIT TYPE 5 - BATHROOM ELEVATION - EAST 3/8" = 1'-0"

TYP. BASE BOARD TO REMAIN

UNIT TYPE 5 - BATHROOM ELEVATION - NORTH 3/8" = 1'-0"

UNIT TYPE 5 - BEDROOM ELEVATION - WEST 3/8" = 1'-0"

TYP. EXISTING CROWN MOLDING TO REMAIN

EXISTING VENTS

F.C.L.

OWNER PACIFIC HOTEL MANAGEMENT, LLC 400 SOUTH EL CAMINO REAL SUITE 200 SAN MATEO, CA 94402-1731

INTERIOR DESIGNER

TO CORRIDOR

TO OFFICE

DESIGN ATELIER

CLOSET

1410 3RD STREET SAN RAFAEL, CA 94901

EXISTING FIREPLACE

GENERAL CONTRACTOR CW HORTON GENERAL CONTRACTOR, INC 3295 DEPOT ROAD HAYWARD, CA 94545

F.F.L.

STRUCTURAL ENGINEER

TYP. BASE BOARD TO REMAIN

GREGORY PAUL WALLACE, SE 5865 DOYLE STREET, SUITE 112

5 UNIT TYPE 5 - BEDROOM ELEVATION - SOUTH

EMERYVILLE, CA 94608

4 UNIT TYPE 5 - BEDROOM ELEVATION - EAST

3/8" = 1'-0"

UNIT TYPE 5 - BEDROOM ELEVATION - NORTH

LIGHTING DESIGNER

3/8" = 1'-0"

LUMINAE SOUTER ASSOCIATES, LLC 504 ROOSEVELT WAY

SAN FRANCISCO, CA 94114

31' - 0"

BALCONY RAIL @ 2ND FLOOR

10 A2.24A 8

1-HR. MECH. SHAFT, TYP.

15 A2.24A 13

BATH

UNIT 5 210-K LIVING ROOM

MINI BAR

13' - 0"

B05

ARCHWAY ABOVE

2 LAYERS 5/8" GYP. BD.

D.9 ENTRY

D05

HKS PROJECT NUMBER

SPRINKLER J

TEMPLATE VERSION: 3.0.0.20170623

SPRINKLER

EXHAUST

PLOT DATE:

DATE

LIGHT FIXTURE

RECESSED LIGHT

REVISION NO. DESCRIPTION

15 A2.24A 13 FAN COIL UNIT

1' - 0"

7 10 A2.24A 8

OFFICE

6 A2.24A 4

6 A2.24A 4 SPRINKLER

SPRINKLER

KEY PLAN

SPRINKLER

2/13/2020 1:49:12 PM

PLOT DATE:

TEMPLATE VERSION: 3.0.0.20170623

ALIGN THRESHOLD WITH TOP OF FINISH FLOOR SEALANT CARPET FINISH METAL EDGE PROVIDE LEVELING COMPOUND TO ACHIEVE A LEVEL TRANSITION AT DOOR OPENING WHERE NECESSARY

SILL FASTENER - SEAL PENETRATIONS WITH LIQUID WATERPROOFING

C2A01 2' - 0"

DOOR BOTTOM ATTACHMENT WITH SWEEP

1'-6" MIN.

INSTALL INVERTED "L" SHAPED CLOSURE PROFILE: LENGTH TBD BY FIELD MEASUREMENT

23214.000

ELEC. P231

DATE

05/31/19 ISSUE

SHEET TITLE

ENLARGED REFLECTED CEILING PLAN - UNIT TYPE 5 3/8" = 1'-0"

ENLARGED FLOOR PLAN - UNIT TYPE 5 - NEW 3/8" = 1'-0"

ENLARGED GUESTROOM PLANS UNIT TYPE 5

ENLARGED FLOOR PLAN - UNIT TYPE 5 - DEMO

SHEET NO.

3/8" = 1'-0"

A2.24A

PART TWO:

ACADEMIC WORK UNIVERSITY OF SOUTHERN CALIFORNIA - LOS ANGELES, CA BACHELOR OF ARCHITECTURE - 2018 22

CONTENTS 01

HEAVY TIMBER HIGH-RISE IN LA ARTS DISTRICT

24-33

Comprehensive Studio - FA 2017

02 PERFORMANCE + STORAGE BOX FOR 32ND ST. SCHOOL Research Design Build Studio - SP 2017

34-39

03 LATIN + SOUTH AMERICA STUDY ABROAD Global Studies - Urban Planning Studio - SU 2016

40-45

04 ARCHITECTURAL PRACTICES RE-IMAGINED Thesis Studio - SP 2018

46-51

HEAVY TIMBER HIGH-RISE IN LA ARTS DISTRICT SITE: 707 TRACTION AVENUE LOS ANGELES, CA 90013 INSTRUCTOR: OLIVIER TOURAINE COMPREHENSIVE STUDIO FALL 2017 In an effort to search for more sustainable methods of construction, researching the capabilities of mass timer construction on mid- and high-rise buildings is becoming increasingly relevant. In this comprehensive studio, we were challenged to propose an incubator office tower in the Los Angeles Arts District that explores heavy timber as a construction technique and space-making structure. This project explores the idea of creating a wicker basket as an exoskeleton structural system that twists onto itself at the top. Due to the weaving structure that goes in and out of the floor plates, the project explores the idea of a modular, triangular curtain wall system to create a faceted facade.

SITE PLAN

COMPREHENSIVE SITE PLAN

WIND-ROSE DIAGRAM

SUN-PATH DIAGRAM

WICKER WICKER POINT WICKER POINT POINT

orDerinG orDerinG sYsteM orDerinG sYsteMsYsteM

WICKER WICKER POINT WICKER POINT POINT

orDerinG sYsteM orDerinG sYsteMsYsteM orDerinG

EXTRUDE. EXTRUDE

EXTRUDE.

EXTRUDE. OFFSET. OFFSET OFFSET.

OFFSET. TRIM.

TRIM.

TRIMTRIM.

EXTRUDE.

EXTRUDE. OFFSET.

OFFSET. TRIM.

TRIM.

TWIST.

LIFT.

TWIST. TWIST

TWIST.

LIFT.

OFFSET.

LIFT

LIFT.

WEAVE.

LIFT.

WEAVE.

WEAVE. WEAVE

EXOSKELETON

GRAVITY LOAD

COLUMN & BEAM SYSTEM

NORTHWEST PERSPECTIVE

REF

MW REF

REF

GROUND FLOOR PLAN

NORTH

SOUTHEAST PERSPECTIVE

1 2 3 4

REF

6 7 8 9 10 11 12 13 LEVEL 7 (TYPICAL OFFICE) PLAN

NORTH ELEVATION

WEST ELEVATION

ROOF (BAR) PLAN

SOUTH ELEVATION

EAST ELEVATION

R EXIT

11 EXIT

EXIT

10 9

EXIT

6 5

EXIT

4 EXIT

3 EXIT

2 EXIT

M 1 EXIT

32 SECTION PERSPECTIVE 1/4” = 1’ - 0”

PERFORMANCE + STORAGE BOX SITE//CLIENT: 32ND STREET USC MAGNET SCHOOL 822 WEST 32ND ST. LOS ANGELES, CA 90007 INSTRUCTORS: VALERY AUGUSTIN & CHARLES LAGRECO RESEARCH-DESIGN-BUILD TOPIC STUDIO SPRING 2017 The goal of the RDB studio was the development of a research-based approach to design build, tasking students with defining a series of tactics and strategies for fabricating functional prototypes for the 32nd Street USC Magnet School. The resultant solutions were to be site specific, however, the broader ambition of the studio was to speculate on solutions that are adaptable, scalable and deployable as prototypes for multiple LAUSD campuses. The semester was organized to run both sequentially and concurrently; focused research serves as a point of departure for studies and models that function as data to inform further research. The information gleaned became the basis of design for built prototypes; i.e. a feedback loop for informed design.

TEAM MEMBERS: 32nd Street

PROJECT ARCHITECTS: MAXWELL DJAKASAPUTRA MILTON VILATORO

PARKING

PARKING 32nd ST ENTRANCE

SITE 2

PROJ ECT MANAGERS: HAYLEE BEYNON ALEKSANDR DRABOVSKIY

SITE 7

PROJECT DESIGNERS: LUIS GARCIA MAX JACKOWITZ

SITE 9-A

SITE 6

University Way

Shrine Auditorium Parking Lot

SITE 5 SITE 4

EMERGENCY EXIT

SITE 3-B SITE 8

SITE 9-B

SITE 3-A

SITE 1

JEFFERSON ENTRANCE

JEFFERSON AVENUE

1 : 25

32nd STREET MAGNET SCHOOL OVERALL SITE PLAN

SITE PLAN

PERFORMANCE A-1

ANALYSIS LOCATIONS SCHOOL BUILDINGS GREEN

GLULAM COLUMN 1X4 BLOCKING WHITE ALUM SHEATHING

WATER PROOFING

1/2” DOWEL

WHITE ALUM SHEATHING

1X4 BLOCKING WEATHER PROOFING

CNC RIB JOINT

2X4 HEADER

1/2” DOWEL

GLULAM COLUMN CNC GLULAM JOINT

A 1

A 3

A 1

1X4 BLOCKING

GLULAM COLUMN

A 3

1/2” DOWEL WEATHER PROOFING

1/2” DOWEL

WHITE ALUM SHEATHING

3/4” PLYWD

0'-11"

0'-6"

0'-7"

2X6 FRAMING

2X6 LAMINATED FRAME

LEVELING CASTER 3”X1-3/16”

A 2

A 4

0'-5"

A 2

A 4

CONNECTION POINT SECTIONS

12 17c

17c

17d

17c

11 17e 18 22

17a

17c

15 17a 17b

13 14

01- 3” PHILIPS SCREW 02- 2x6 BASE FRAMING 03- NYLON LEVELING CASTER 04 1/2” BOLT 05- 2x6 BLOCKING 07- 3/4” PLYWD PLATFORM 08- NOTCH FOR COLUMN 09- RIB JOINT 10- 1/2” DOWEL 11- 1/4”X1-1/4” BATT & BOARD 12- 1/2”- 3/4” NAIL 13- 1/2” FINISH PLYWD 14- 3/4” GLULAM RIB 15- 1/2” DOWEL HOLE 16- 2” EXTERIOR DECK SCREWS 17- WHITE ALUM SHEET a. 48”x48” b.23-1/2”x38” c. 48”x38” d.51”x48” e. 23-1/2”x48” 18- 3/4” SHEET METAL SCREW W/ RUBBER WASHER 19- 1x4 SHEATHING WOOD 20- 2x4 DBL HEADER 21- 2x4 COLUMN 22- 2x2 DOOR FRAMING 23- BLACK DOOR HANDLE 24- BALL TRANSFER 25- DOOR HINDGE 26- ADJUSTIBLE DOOR STAY 27- CLOSET TRACK

01 15 14 10

14 21

11 10

09 27 01

26 19

06 01 06

23 18

02 02

02 01

03 04

EXPLODED ASSEMBLY AXONOMETRIC

LATIN & SOUTH AMERICA STUDY ABROAD COUNTRIES: MEXICO, PERU, BRAZIL INSTRUCTOR: JAMES STEELE GLOBAL STUDIES STUDIO SUMMER 2016 Located in the Mooca district, a postindustrial area in Sao Paulo, the site offers a plethora of opportunities for redevelopment and revitalization. We recognized the need to maximize the site, educate the people, and ultimately host the public. The site offers views to a proposed lake front on the west facade and views to a railway park on the east facade. With access to the Tamanduatei River and proposal of revitalizing the rivers of Sao Paulo, biological waste can be dropped off to the site to fertilize the soil. The cultivation of beans would also educate the people and ultimately allow for a source of income. With a Favela located across from the site, the proposal includes a prototype for social housing where the inhabitants will be invited to relocate to. Lastly, the proposal prepares the site to host the public by including a market, dining options, and green spaces. By retrofitting the structures of the existing building, a House of Culture will provide a space for artisans to gather, learn and create their crafts.

SITE: AV. PRESIDENTE WILSON, 2237 MOOCA, SÃO PAULO - SP, 03107-002, BRAZIL PROGRAM: CULTURAL CENTER, HOUSING PARTNER INSTITUTION: FACULDADE DE ARQUITETURA E URBANISMO - UNIVERSIDAD DE SAO PAULO (FAU-USP) GRUPO METROPOLE FLUVIAL STUDIO 336 700

336 600

336 500

336 400

336 300

46º36'15"W 23º33'45"S 23º33'45"S

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5 735.54

7 392 400

740.50

731.04

731.44 735.67

729.87

7 392 400

PRE E

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725

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729.43

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IRIR

7 391 800

RIO

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730.47

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7 391 800

CAD

7 391 800

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728.67

727.59

729.81 731.53 728.55

728.64 729.12

7 391 700

733.78

7 391 700

733.55

733.87

733.61

7 391 700

733.38

733.72

7 391 600

733.67

7 391 600

729.45

728.80

730.45 730.25

730.63

730.60

729.26

733.72

NA 733.89 733.69

729.96

728.80

730.63

NOS

ISTA

729.65 730.11

PAUL

730.01 728.05 7 391 600

728.35

733.84

730.18

730.45

730.27 728.83

727.88

.86 728

733.70

728.85 730.22 728.80

728.29

730

BOM

728.91

7 391 700

728.90 728.47

729.67

733.87

733.49

730.98

729.39

729.11

730.74

734.05

7 391 700

NA 720.89

729.67 V

733.84

733.76

NA 725.48

7 391 700

729.90

733.58

.61 728

734.22

BENTO

734.19

ATEÍ DU AN TAM

733.68 733.93

733.97

7 391 700

729.25

728.71

729.43

728.80

731.22

733.86

733.79

733.45

728.70

730.33

730.36

GINÁSIO

731.72

733.67

727.74

729.69

733.31 733.41

733.83

730.3 1

7 730.3

733.37

732.84 732.53 731.84

731.56

URBAN PLAN 730.85

730.12

.50 728

733.14

733.41

730.21

7 391 700

729.67

.58 728

RUA

730.40

730.76 730.58

NA 720.83

728.67

728.43 V

730.24

7 391 700

730.37

728.68

730.

728.43

RUA

730.37

733.21

731.69

730.64

728.65

728.60

729.39 P

733.48

731.83

7 391 800

730.67

729.50

730.82

TABOR

7 391 700

728.67

7 391 800

728.51

729.62

CLUBE ATLÉTICO YPIRANGA

732.86 733.32

TABOR

730.

729.32

7 391 800

728.63

IPIRANGA SETOR 040

729.77

732.68 V

733.44

728.35

728.48 NA 720.75

732.25

731.68

730.18

728.71 729.56

732.65 732.86

733.07

733.38

7 391 700

ZZI

ARI

CHI

730.31

728.38

731.86

7 391 800

733.39

IDA

ATER

2 729.7

7 391 900

728.83

728.22

733.82

AVEN

.68 729

TER

RUA

730

.53 728

.40 728

EZA

.56 729

RUA 729.96

730.14 727.64

729.35

7 391 800

733.52

RUA

AVE

LIS PO

.36 728

.43 728

TER

NÓ

IRIR CAD

A NID

.33 728

7 391 900

729.82

MOÓCA SETOR 032

728.65

729.49

728.51

ONA ORIZ

AGOSTINHO

730.64

7 391 800

733.47

SETOR 040

DUFER S/A. EMPRESA DO SISTEMA USIMINAS

728.48 NA 720.70

731.75

733.43

733.90

7 391 900

729.49

728.77

732.88

730.40

7 391 900

727.63

729.51

733.19

731.75

7 391 900

728.28

729.36

732.72

733.33

7 391 900

727.86

731.52

730

731.30

731.70

728.42

733.75

731.22

730.24

730.31

728.91

731.50

732.42

733.11

NA 724.96

7 392 000

729.34

728.48

NA 720.68

733.73

731.59

MBÉ

GUE

729.49

733.40

PÇ. ENG. GARCIA

.43 728

.24 728

727.49

732.79

733.33 733.36

730.73

731.07

729.43

RUA

732.53

732.83

IGREJA MATRIZ NSRA. DAS DORES

7 392 000

731.25

730.46

FICO

7 391 800

728.75 729.06

.29 728

732.83

CIPRIANO

COSTA V

730.79 729.58

728.30

727.68

732.72

733.47 733.63

729.09

AVE

.44 728

RUA

732.83

733.10

733.65

729.35

730.74

728.31

731.34

ANH

732.33 733.10

729.48

731.46

.41 728

A NID

ARIR

731.45

RUA

728.78

NA 724.79

7 392 000

728.86

727.27

7 391 900

731.84

V V

ACAÇA

ATLANTE

733.62

727.75

727.67

RUA

728.11

7 392 000

732.86

733.17

728.86

727.69

727.58

RUA

728.45

731.37

7 391 900 V

733.56

729.24

7 391 800

731.41

733.48 730.87

731.80

7 391 900 E.E. JÚLIO DE

SETOR 035

733.21

728.29

7 392 100

730.80 731.34

728.76

730.84

733.38

46º35'37.50"W 23º34'22.50"S 46º35'37.50"W

732.37

MOV. TERRA

730.81

728.24

733.42

337 300

731.26

729.25

728.28

727.83

727.64

733.30

727.78

732.86

RUA

733.74

337 300

734.63

731.17

CONAB MINISTÉRIO DA AGRICULTURA

727.87

MESQUITA FILHO

729.42

337 200

337MOV. 300 TERRA

7 392 100

7 391 900

NA 724.57

733.51

727.56

337 200

337 300

731.18

728.71

730

733.36

728.64

337 100

730.72

731.12

7 392 100

728.59

732.90

IRÓS

732.86

727.48

727.32

RUA

CASTRO

732.68

QUE

337 100

337 200

728.36

729.40

732.85

729.51

337 200

731.21

728.57

728.44

733.89

727.48

337 000

337 100

729.07

728.53

728.30

728.44

727.90

728.34

733.61

PEDR

L NA

TINE

733.17

727.61

MAR 727.38

TV.

337 000

337 100

731.45

NA 724.33 727.31

SA RE

727.67

SA RE

NA 720.67

IPIRANGA SETOR 035

337 000

727.25

729.41

TV.

729.32

727.50

JANUÁRIO

336 900

MOÓCA SETOR 032

728.40

728.41

727.57

ÃES

AVE

IDA

LEME

JANUÁRIO

727.57

CÔNEGO

RUA

727.81

MAGALH

727.37 727.90 727.17

E.E. JÚLIO DE MESQUITA FILHO

728.23

NA 720.63

727.86

729.71 728.72

PEDRO

725

GARCIA

728.07

RUA

729.

729.29

729.71 728.26

727.12 727.89

728.44

7 392 000

7 392 000 RUA

336 900

337 000

729.76

728.35

727.32

727.86

728.25

727.11

NA 724.18

730

727.92

336 700 336 700

728.63

727.88

728.09

727.24

730.67

727.53

336 700

336 900

727.87

727.76

727.81

727.86

7 392 000

727.77

727.64

727.10

727.63

336 700

336 900

729.19

727.73

727.72

728.31

727.60 727.58

336 600

727.74

727.83

727.42

336 600

728.05

729.31

CHI

336 600

NA 720.60

A ID

TENENTE

727.44

727.30

727.18 726.87

BBO

CHA

RUA

730.40

727.62

46º35'56.25"W 336 800 23º34'22.50"S 23º34'22.50"S 46º35'56.25"W 336 800

728.32

727.89

727.32

726.79

ECC

DIO EGY

336 500

727.56 727.78

727.30

727.25

EN AV

727.78

730.47

727.64

728.24

728.09

336 500

727.25 726.67 727.94

7 392 000

728.37

336 500

728.78

7 392 100

728.84

730 730.59

727.18 728.33 V

729.74

RUA

336 400

728.09

728.19

727.68 V

NA 724.09

726.88

336 400

RUA

727.57

728.48

RUA

727.18

7 392 100

727.61

RUA

727.28

336 400

EN AV

POLIS BUENÓ

726.85

REIR

727.17

NA 728.39

729.83

7 392 100

727.71

RUA

727.11

728.76

727.39

DE HONRA 729.11

728.71

727.14

726.80

7 392 100

727.25 HONRA

727.83

7 392 100

336 300 46º36'15"W 23º34'22.50"S 23º34'22.50"S 728.13 46º36'15"W RUA GUARDA 336 300

336 200

726.83

GUARDA

731.34 731.19

FOR

336 200

726.86 726.93

RUA

RY HEN

727.46 336 200

336 200

728.30

.36 728

336 100

727.78

SON

336 100

726.90

732.87

731.49

CONAB MINISTÉRIO DA AGRICULTURA

728.37

729.14

WIL

336 100

336 000

727.57

732.67 731.73

732.47

730.38

728.39 728.20 728.17

727.67

729.42

730.63

7 392 200

730.80

ESTA

336 000

336 000 NA 723.85

RIBE

729.46

728.06

336 000

727.68

335 900

R. ANTÔNIA DOS SANTOS

BARATA

A 335 900

335 900

GOMES

CRISTINA

727.21

HELEN

335 900

727.56

727.33 726.82

730

729.09

728.70 727.88

728.27

ESTADO

IA MAR

726.71

DIA

727.83

727.79

NA 720.57

727.70

7 392 200

A NID

CRISTINA

727.88

730.40 730.57

7 392 200

AVE

TV.

727.35

.43 728

726.89

726.72

NA 723.67

731.67 730.89

728.43

7 392 200

727.47

43 727.

7 392 200

730.84 730.89

728.36

IPIRANGA SETOR 035 7727.84 392 200

UATE TAMAND

726.85 726.70

727.69

.24 728

728.51

727.90

727.55

726.59

726.55

7 392 200

.34 728

727.85

335 800

731.78

7 392 200

729.40

726.69

726.76

730.89

727.67 727.31 C

726.48

731.48

729.26

729.24

728.78 728.90

7 392 200

727.67

727.60

727.17

731.40 730.90

731.02

728.24 728.31 728.38

RIO

7 392 200

PAULO

RUA

726.51

730.20

730

729.29

FAVELA

728.38

726.62

726.68

726.64

7 392 300

727.68

PAULO RUA BARBOSA

BARBOSA

726.82

726.56

726.59

731.50

731.04

FOR

NA 720.55

728.36

726.60

7 392 300

730.42 730.26

728.17

726.19

731.64

731.44 730.20 729.32

727.42

727.50

726.39

7 392 300

728.62 728.60

727.34

DE 726.27

ÊNI EUG

7 392 300

728.50

728.48

725

TEREZA

7 392 300

729.40

727.08

735.86

729.22

728.74

726.70

726.42

O NT

731.50

730.92

728.30

7 392 300

7 392 300 726.62

GEN

7 392 400

735.56

729.84

730.20

727.36

727.56

NA 723.60

726.39

7 392 400

727.70

727.10

726.44

726.39

730.90

730.80

729.20

726.17

O MEL

727.30

RUA

736.02

MOÓCA SETOR 032

729.87

728.24

727.32

728.06

7 392 200

7 392 500

728.34

728.57

727.04

SOARES

727.06

NA 723.52

727.09

NID A

GU AIM

ES PA

COS

728.52

728.50

727.11

730.49

731.42

HIPÓLITO

729.65

727.07

731.74

LÓ

728.38

7 392 400

7 392 500

755.28

731.10

729.12

CIA. SUDESTE DE ARMAZENAGEM DISTRIBUIÇÃO E LOGÍSTICA

728.18

727.40

726.14 727.09

RUA

731.08

728.54

.52 728

TATINI 726.59

730.12

730

A RU

LO PAU

DOS

IPIRANGA SETOR 035

RUA

726.50

NA 725.05

SÉ

730.50

729.69

PRAÇA DO MONUMENTO

RUA

SECRETARIA DE ESTADO DA CULTURA DIVISÃO DE ARQUIVO DO ESTADO ARQUIVO INTERMEDIÁRIO

A ID EN AV

RUA

727.82

727.06

7 392 300

7 391 600

730

RUA

727.06

729.20

7 392 500 730.82

729.17

7NA 392 400 720.54

727.06

726.36

731.35

732.10

CIA. AUXILIAR DE ARMAZÉNS GERAIS

728.44

730.44

7 392 500

757.49

750.52

740.21

COMPANHIA BRASILEIRA DE ARMAZÉNS GERAIS LTDA. C.B.A.G.

729.28

7 392 500

728.10

DR.

731.64

RU A

RY HEN

728.17

726.78

726.44

CORREIA

RIS

726.09

RUA

7 392 600

754.69

DI LM A

RUA

CORÁ

730.04

726.36

EIR

AVENIDA

726.42

728.48

730

728.34

DAUNT 726.37

7 391 700

BAR

IRIR

PER

L ICIPA L RA MUN ONA EITU REGI .29 PREF ETARIA 727 SECR

RUA

728.26 726.64

726.55

FARIA

NIO 747.49

ANTÔ

729.26

MOÓCA SETOR 032

728.48

NA 723.31

RICA

MANOEL

RU A

729.28

7 392 500

POLÍCIA CIVIL DIVISÃO DE TRANSPORTES

729.58

TA MAN DUA TE

727.04

726.46

7 392 400

RDO

7 392 600

757.94 749.90

728.18

7 392 500

7 392 400

TV. 728.47

744.74

745

729.96

729.08

728.12

728.20

7 392 600

729.26

728.78

729.24

728.60

728.67

NA 720.23

728.12

7 391 800

755.26

728.76

7 392 500

727.42

726.98

727.09

734.67

729.22

726.74

726.32

QUE

752.40

732.20

7 392 400

727.74

MAR

RÃ O

728.70

727.03

728.47

AZEV

CÔ

STA 7 392 600

728.12 7 392 500

728.58

727.54

728.71

7 392 700

734.28

733.54

7 392 600

727.42

RUA

CAD

CO 7 392 600

729.04

726.89

46º35'37.50"W 23º34'03.75"S 46º35'37.50"W

EDO

727.09

727.54

729.22

337 300

740.80

MÁRIO VERDADE

727.54

727.74

337 300 760

337 300

745

729.14

RIO DO

PRAÇA MARTINS

ELETROPAULO ESTAÇÃO DE TRANSFORMAÇÃO DE DISTRIBUIÇÃO MONUMENTO

337 300

CELS

735.08

727.09

727.92

337 200

738.11

729.06

726.07

BARRE

726.42

337 200

337 200RUA

729.26

727.14

337 200

7 392 600

729.14

727.68

LIMA

JOR

753.52

RU A

728.58

727.12

726.58

727.49

730

RUA

A NID

ENT

AVE

SID

7 392 600

NA 719.63 727.44

7 392 500

728.24

337 100

750

753.62

740

745.72

727.64

335 800

PROJETO SOCIAL C.I.E.E.-PEC

RU A

729.48

7 392 500

IRO

337 100

QUE

337 100

729.20

730

729.06

7 392 600

728.38

335 800

337 000

727.96

727.70

335 800

V 337 000

337 000

729.08

728.02

726.31

727.02

ODI

MAR

A 744.70

337 000

730

AVE

PRE

IDA

RUA

728.02

727.02

7 392 100

752.70

336 900

733.58

729.08

727.13

727.14

7 392 700

EDO

336 900

336 900 336 900

744.84

727.12

727.21

7 392 700

AZEV

NI O

NT O

OAB-SP PROJETO SOCIAL C.I.E.E.-PEC

NA 723.21

7 392 500

7 391 900

S. PRE N SO

729.60

7 392 600

727.24

727.12

AN TÔ

735

7 392 700

726.68

OAB-SP PROJETO SOCIAL C.I.E.E.-PEC

728.68

728.50

727.08

727.10

ERA

CÔ

PROJETO SOCIAL C.I.E.E.-PEC

7 392 700

PRE

7 392 600

727.14

7 392 700

336 800 46º35'56.25"W 23º34'03.75"S 23º34'03.75"S 336 800 46º35'56.25"W

SETOR 032

728.52

727.01

336 700 336 700

727.96

728.92

7 392 300

336 700 336 700

SID

NA 722.47

769.90

734.67

727.24

727.35

726.60

751.14

IRIR

336 500

336 600 336 600

728.62

727.84

726.31

726.42

P V

CELS

CAD

336 500

336 400

336 600 336 600

729.67

NA 719.62

727.14

336 400

336 300

336 500

ENT

ID A

727.37

727.10

PRAT

756.20

750.04

750

RU A

729.92 336 400

336 400

336 300

WIL

728.58

O PINT

EN AV

727.08

336 200

AV EN

RUA 5

FOR

336 200

A LIM

COS

728.54

7 391 900

730.32

729.88

IPIRANGA

728.24

336 300 46º36'15"W 23º34'03.75"S 23º34'03.75"S 336 300 46º36'15"W 7 392 700 7 392 700

. PRES

IDA

336 100

RUA

PERE

RUA

AV EN

336 100

336 200

.90 729

336 000

336 200

727.24

727.84

725

336 000

336 100

IRA

PRE

720

NAL

TV.

DES

.04 730

726.68 STA

BATI

336 100

AV.

335 900

336 000

7 392 700

729.12

335 900

769.74 P

RU A

729.50 7 392 700

727.20

336 000

7 392 800

734.40

RÃ O

SON

EIR

PER

AD EST

EÍ 335 900

7 392 600

765

NT O

728.27

RUA 728.08 335 900 727.80

727.02

7 392 000

7 392 800

SA 730.52

730.32

730

WIL

TO PIN

UAT ND MA TA

.25 726

IPIRANGA SETOR 032

ENT

SID

PRE 727.34

764.48 P

729.12

726.92

727.54

728.07

760.26

755.10

RY HEN

OS RL

7 392 800 730.52

UI M

728.06

727.47

772.79

JO AQ

755

728.29

NA 719.58

335 800

727.47

CON DE

UIM

RIO

DO 335 800

7 392 100

JO AQ 752.67

ISTA

727.22

726.78

726.25 335 800

335 800

LON

RUA

A NID

SÃO

7 P392 800

734.58

750.17

727.67

DR.

RAS

AVE

STA

7 392 800

735.82

728.63

IPIRANGA SETOR 035

727.76

760.09

BAT

727.74

728.08

7 392 700

727.50

AJA

.38 730

STA

IDA

EN AV

BS CONTINENTAL FÁBRICA DE FOGÕES

726.60

RUA

728.06

46º36'33.75"W 23º34'22.50"S 46º36'33.75"W

DO 7 392 800

NTE

7 392 800

VIA

726.50

727.88

727.39

TAB

RUA

RED

CPT

VIA

L NA

EIR

PER

780.79 759.17

760.36

731.24

SÃO TO

NA 719.57

CAMÉ

759.50

7 392 800

730.08

726.57

7 392 900

759.32

RU A

SETOR 032

LOS

7 392 800

P P

RU A

ENT

729.02

RUA

CAR

728.06

760

A RU

74 740

PRE

726.60 728.54

775.64 775.55

775.10

A RU

741.52

735.24

SID

728.54

780.32 V

765.90

7 392 900

ÃO

773.53

767.27 P

755.24

BAR

RUA 735.03

730.32

726.60

RA VEI

UEI

745.76 745

735.04

A RU

732.63

727.36

7 392 800

7 392 ME 900 LO

750

730.40

763.93

RUA

736.04

730.36

RES

SOA

P V

758.83

757.46

RUA

727.32 727.10

768.73

7 392 900

736.08

7 392 900

730.77

782.79

7 392 900

751.89

UIM

7 393 000 786.90

779.93

RIO MÔN ACO

UIM

JO AQ

781.35

ROSÁ

755.47

JO AQ

744.92

739.24

BA RR 785.41

772.82 769.24

761.35

RU A

743.45

734.93

FIG

726.33

RUA 726.54

726.24

747.14

739.56

BERN INI

765.77

RUA

OLI

.72 730

IDA

730.59

7 392 900

PUR

760

.94 730

EN AV

BRA

7 392 200

APU

742.32

DO 734.62

ÃO ND

728.83 727.18

727.06

5 9.7

RAS

ENT

SAR

785.17

770.58

766.72

747.70

7 392 900

7 392 400

A AIV

ENT

SID

ENT

735.50

7 392 900

46º36'33.75"W 23º34'03.75"S 46º36'33.75"W

SAR

SID

PRE

SID

PRE 7 392 900

730.55

SID

764.55

763.34

APU

784.25

772.31

RU A

765.73

763.92

745.33 V

727.18

ENT

766.31

7 393 000

760.15

RU A

SAR

PRE

727.69

7 393 000

747.36

RUA 739.90 735.67

778.58

766.12

747.65

O ISC

FRA

735.65

726.50

ANA . PEST

.90

766

739.89

733.98 730.98

730.64

ÃO

760

AJA

7 393 000

.80

766

7 393 000

MOÓCA SETOR 032

765.31

VIA OTA

746.41

728.36

BAR

727.19

R. ALM

TAB

DE 742.34 735.59

7 393 000

727.11

784.03 774.15

772.77

730.90

726.74

RUA

769.47 7 393 000

756.43

747.78

785.85

782.80

.88

767

7 393 000

759.70

.83 730

RÁ

7 393 000

7 392 800

733.60

728.92

726.50

760

TÔN AN

7 393 000

771.46

753.30

AJA GU

727.52

NA 719.51

RUA

UTO

735

.84 730

RUA

7 393 000

781.59 780.67

730.59

729.65

783.14

781.54 772.86 771.13

763.67 P

748.30

RUA

727.19

PRE

7 393 100

762.67

755.97

752.39

739.96

783.86

783.21

761.10

736.76

727.35

7 392 900

7 393 100

733.81

ENT

775

760

CAN

740

7 393 100

740.22 731.31 731.49

INDÚSTRIA LORENZETTI

SID

749.29

758.17 729.70

A EID

ALM 727.12

780.35

762.97

741.02

727.86

PRAÇA LORENZETTI

727.96

DE 782.54

766.74 P P

AN M

775.56

767.93

741.76

7 393 100

727.74

726.51

760

S RGE

CPT

7 393 100

ARN O

727.59

730.64

7 393 100

753.78

755.41

782.62

7 393 100

IEL

EZE

745.45

742.10

778.63

769.31 7 393 100

756.69

739.01

778.64

748.17

742.31

733.49

779.60

761.81 P V

UTO

729.11 727.43

RU A

781.15

752.90 749.80

INDÚSTRIA ARNO

782.21

779.33

764.57

750

O JOÃ

7 393 100

7 393 200

779.64

GRUPO METROPOLE FLUVIAL STUDIO

754.63

745

738.59

731.85 7 393 100

781.56

ESCOLA ESTADUAL PANDIÁ CALÓGERAS 776.54

766.25

MOÓCA SETOR 028

736.56

779.89

775.62

768.26

753.76

.27 731 731.50 729.73

7 393 200

747.63

735.99

7 393 200

M AD

734.44

RUA

727.91

779.64

RUA 761.83

7 393 200 OS

732.82

7 393 100

EZEQ

766.06

RAM

758.42

CAMBUCI SETOR 028

728.27

779.86

UIEL

765

754.70

728.51

728.03

779.95

753.28

VIS

A ID

ALEXANDRE DELIJAICOV (FAU-USP)

727.90

7 393 000

7 393 200

765

762.88

750.61

735.93

7 393 200

731.82

731.15

7.8

TEATRO ARTHUR AZEVEDO

773.98 777.32

763.62

732.79

AVE NID A

EN AV

746.22

7 393 200

755

740.49 V

7 393 200

A ID EN AV

A RU

RUA

7 393 200

SUBESTAÇÃO

4 0.1 77

RUA

.40 731

7 393 200

728.76

728.85

773.48

OS RAM

769.97

730.18

7 393 200

770.21

767.08

735.55

731.67

RU A

778.84

762.92

753.76 V

.91 750

732.50

RUA

A NID

7 393 200

735

AVE

INDÚSTRIA ARNO

775.73

23º33'45"S

749.39

MER INHO 744.98

731.93

731.19

23º33'45"S

731.41

730.17

336 200

336 100

336 000

770

INSTRUCTORS: JAMES STEELE (USC)

335 900

335 800

46º36'33.75"W 23º33'45"S

732.49

728.67

7 391 600

730.43 728.42

728.17

733.84 734.05

728.92

729.23 728.66

729.41

729.71 730.16

7 391 600

SITE PHOTOS

TAMANDUATEI RIVER

BEAN GROWING AREA

PRESIDENTE WILSON AVE.

BEAN PROCESSING SPACE + MARKET + DINING + SOCIAL HOUSING + HOUSE OF CULTURE

NEW TRAIN STATION

RAILWAY PARK

SITE SECTION

SITE SECTION @ 1 : 500

REF MW DW REF MW DW

SITE PLAN

STEP 1: ANALYZE SITE

PROGRAM DIAGRAM

STEP 2: CONNECT SITE TO URBAN CONDITION

STEP 3: SITUATE SOCIAL HOUSING

STEP 4: MAXIMIZE SITE VIEWS

MEXICO

PERSPECTIVE SECTION

MUSEO SOUMAYA

MACCHU PICCHU

MUSEO NACIONAL DE ANTROPOLOGIA

SÃ&#x192;O PAULO, BRAZIL

SACSAYHUAMAN

BRASILIA, BRAZIL

CASA DE VIDRO

BRASILIA FROM TORRE DE TV

RIO DE JANEIRO, BRAZIL

MUSEU DE ARTE CONTEMPORANEA DE NITEROI

MUSEU DO AMANHA

CUZCO, PERU

BIBLIOTECA VASCONCELOS

LINA BO BARDI STOOL MAKING WORKSHOP

CHICHEN ITZA

INSTITUTO TOMIE OHTAKE

SESC POMPEIA

SUN PATH DIAGRAM

CONGRESSO NACIONAL BRASILEIRO

CRISTO REDENTOR

EXTERIOR OF CATEDRAL DE BRASILIA

INTERIOR OF CATEDRAL DE BRASILIA

ENGENHAO - RIO 2016 OLYMPICS

ARCHITECTURAL PRACTICES RE-IMAGINED SITE: 3625 S. GRAND AVE LOS ANGELES, CA 90007

ADVISOR: HADRIAN PREDOCK THESIS STUDIO SPRING 2018 The Insider. I deal with the interiority of architecture and work in various scales from a chair to urban rooms. I am most interested in challenging the binary status of architecture comprised of interior and exterior practices. I am believe that architecture has been pitted against interior practices and has drifted towards becoming solely a materialization of exterior practices. Instead, architecture aught to incorporate interior practices just like how Mies, Loos, Rudolf, and Panton have done for a period of time in their career as architects. Perhaps architecture can start to index qualities of an interior rather than become solely a expressionistic, weatherproofed shell. Perhaps interiors can start to index exterior systems and logics rather than become solely a space for program.

Architecture is in a state of having an identity crisis. Architecture is being forced to choose to be either a materialization of exterior or interior practices.

Architecture has become solely focused on exterior logics, aesthetics and practices. Architecture has become dissatisfied with just one way of being.

Architecture is nostalgic for the days when there was a higher interest for the inside, resulting in Mies’, Loos’, Rudolf ’s, and Panton’s experimentation with interiors. Architecture isn’t sure what it wants to be anymore.

Architecture has decided to go to therapy.

Hello Therapist. I am having an identity crisis. I am not satisfied being just the materialization of exterior practices.

The Site scales up to the urban grid to create an urban room.

The Site.

The Site scales up to the urban grid to create an urban room.

The Site.

The Site scales up to the urban grid to create an urban room.

T 50

Surfaces.

Volumes.

Lines.

Grids.

Materials.

The Index Room. 51

REFRENCES 01

TAMMY JOW, LEED AP

Principal, AC Martin Partners tammy.jow@acmartin.com 213.614.6068

02 DIANA TANG, LEED AP BD+C Associate, HKS Los Angeles dtang@hksinc.com 424.248.2782

03 OLIVIER TOURAINE Associate Professor of Practice , USC Architecture olivier@studiotouraine.com 213.740.2723