Philbert Xerxes Wiradjaja Architecture Portfolio 2017

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PHILBERT XERXES WIRADJAJA ARCHITECTURE PORTFOLIO


SELECTED WORKS EDUCATION UNIVERSITY OF CALIFORNIA, BERKELEY

INTERNSHIP ELS ARCHITECTURE AND URBAN DESIGN

INHABITABLE LANDSCAPE

CAÑADA COLLEGE KINESIOLOGY AND WELLNESS CENTER

URBAN POROSITY

HILLSDALE NORTH BLOCK: SIGNAGE STUDY

FALL 2016 | ADVISOR: RENE DAVIDS

SPRING 2016 | ADVISOR: RODDY CREEDON

ROOF TYPOLOGIES & EXPERIMENTATION SPRING 2017 | ADVISOR: METE SONMEZ

TENSILE TESSELATION: STEEL BRIDGE PROJECT SPRING 2017 | ADVISOR: DANA BUNTROCK PARTNERS: VINCENT FULIA & IRENE LIORA

PLANE GRIDDING: WOODEN TOWER PROJECT SPRING 2017 | ADVISOR: DANA BUNTROCK PARTNERS: VINCENT FULIA & IRENE LIORA

SUMMER 2017

SUMMER 2017


STUDIO TONTON

HONDA SHOWROOM: BATHROOM SIGNAGE SUMMER 2016

HONDA SHOWROOM: TV SIGNAGE SUMMER 2016

CANOPY INSTALLATION SUMMER 2016

H RESIDENCE: LOUVER INSTALLATION SUMMER 2016



INHABITABLE LANDSCAPE: GEOLOGY MUSEUM & EARTH OBSERVATORY

FUNDAMENTALS OF ARCHITECTURAL DESIGN III | ARCH 100C

UC BERKELEY | FALL 2016 | ADVISOR: RENE DAVIDS The concept of Inhabitable Landscape tries to merge both architecture and landscape by producing modular vertical spaces that shifts vertically and horizontally. These shifts produce a topography that can be experienced both from the interior and the exterior of the building.

SITE ANALYSIS

Located at Bilger Quarry, Oakland, this geology museum and earth observatory tries to engage with its surrounding context by being inside of the water, on the water, and purging on the quarry walls. Through the different conditions of the building and the juxtapostion of transparency and opacity from material use, this project further becomes a medium of understanding the local geology of Oakland.

BILGER QUARRY

BLOCK/ STREET INTERSECTION STREET INTERSECTION

HIGHWAY/ STREET INTERSECTION

BILGER QUARRY

GREEN AREA


LOBBY PLAN

GIFT SHOP PLAN

OVERALL PLAN

SPATIAL PROGRAMMING

Based on the formation of the columnar basalt, the spatial programming of the building tries to capture different phases of the rock as it transforms into column-like structures. From the overall plan, gradual shiftings of programmatic spaces form residual spaces that would accomodate for circulatory spaces.

SECTION MODEL

PLANETARIUM PLAN

As these shifts get bigger, these modular spaces become more independent and unbundled, allowing it to transform from being programmatic spaces into a walking landscape that connects one programmatic space to the next.


OFFICE

PLANETARIUM


URBAN POROSITY: GOOD FOOD PROJECT

FUNDAMENTALS OF ARCHITECTURAL DESIGN | ARCH 100B

UC BERKELEY | SPRING 2016 | ADVISOR: RODDY CREEDON


MISSION ST.

WASHBURN ST.

GRACE ST.

The concept of the Urban Porosity project is about investigating the integration of wind-harvesting systems in an urban setting, in this case San Francisco, through the use of nano vent skin and microturbine, and to accomodate these technologies with the use of curvature to promote an aerodynamic design that resists the possibilities of wind shadow. Designed by Augustin Otegui, the nano vent skin is an architectural building skin composed of nano scale wind turbines (25mm x 10.8mm). This design allows concept of energy-harvesting architecture in an urban setting that characterizes in a dense city planning. The use of micro turbines in the project further promotes energy-harvesting in the curvature of the building.


SPATIAL PROGRAMMING

The building is arranged in a public and private manner with a central circulatory core in between. Yet, this division is blurred through the open area that is drapped with the nano vent skin. In addition, the spaces are arranged in a dynamic manner sectionally to produce different spatial quality in different spaces. Furthermore, these sectional offsets in the building allows a dynamic visual relationship from one floor to another and from one program to the next.


2 4

1 3

5

SECOND FLOOR

FIRST FLOOR

6

7

9

8

1 FOOD HALL 2 FIRST FLOOR KITCHEN 3 LOADING DOCK 4 AUDITORIUM 5 SECOND FLOOR KITCHEN 6 LABORATORY 7 VERTICAL TEST FARMS 8 CLASSROOM & OUTDOOR GARDEN 9 OFFICE AND MEETING AREA THIRD FLOOR

FOURTH FLOOR


ELI NE

AD

ST.

LOWELL ST.

54TH ST.

53RD ST.


Wood

Wool

Mirror

Rock

Leather

ROOF TYPOLOGIES & EXPERIMENTATION: SUBURBAN ARTIST HOUSING & ART GALLERY

FUNDAMENTALS OF ARCHITECTURAL DESIGN IV | ARCH 100D

UC BERKELEY | SPRING 2017 | ADVISOR: METE SONMEZ | PARTNER: STEFANI A. JOHAN The concept of this project revolves around enriching the spatial qualities of the familiar gable roof. This goal is achieved through the exploration of materiality, alteration of roof slope, and the introduction of other roof typologies as a method of enriching spatial quality. BASEMENT FLOOR PLAN

Located in Oakland, CA, the use of the gable roof was to allow the familiarity of the roof typology while encouraging new dialogue of experiencing the gable roof. The use of wood, wool, mirror, rock, and leather aims to explore the sensory qualities of the gable roof, which further allows the different materials to become a medium of wayfinding around the project.


FLOOR PLAN 1


ENLARGED HOUSING PLAN

32 Alterations of Gable Roof

Angled-Continuity

Angled Position and Angled-Continuity

Angled-Continuity, Curved-Booleaning and Subtraction of Shed Roof

Angled-Continuity and Subtraction of Shed Roof

Rotated Position and Slope Alteration

Slope Alteration and Subtraction of Barrel Roof

Rotated Position and Curved-Subraction (Angled)

Rotated Position and Curved-Subtraction

Curved Subtraction (Angled)

Slope Alteration and Curved-Subtraction

Rotated Position, Slope Alteration and Angled-Subtraction

32 ALTERATIONS OF A GABLE ROOF

FLOOR PLAN 2

Curved-Subtration

Angled Subtration

Rotated Position and Curved-Subtraction

Double Angled Subtraction

Rotated Position, Slope Alteration and Angled-Subtraction

Angled Subtration and Addition of Barrel Roof

Two Angled-Subtractions

Rotated Position and Angled-Subtraction

Slope Alteration, Angled-Subtraction and Subtraction of Barrel Roof

Angled Position and Slope Alteration

Slope Alteration and Curved-Booleaning

Angled Intersection and Subtraction of Barrel Roof

Slope Alteration

Slope Alteration, Curved-Booleaning and Subtraction of Barrel Roof

Rotated Position, Angled Intersection and Curved-Booleaning

Rotated Position and Slope Alteration

Rotated Position and Slope Alteration

Angled Position and Slope Alteration

Slope Alteration, Curved-Subtraction (Angled) and Subtraction of Shed Roof

Slope Alteration

Angled Intersection and Subtraction of Barrel Roof


TENSILE TESSELATION: STEEL BRIDGE PROJECT CONSTRUCTION | ARCH 160

UC BERKELEY | SPRING 2017 | ADVISOR: DANA BUNTROCK GSI: JEREMY FERGUSON | PARTNERS: VINCENT FULIA & IRENE LIORA


This project focuses on creating a minimalistic and industrial steel bridge. The concept of tesselation is applied to enhance strength in metal sheet, which is the primary material for this project. Geometries are traced and outlined in the sheets that are later cutout and bent. In addition, welding is required in combining the folded sheets and the top deck. Additional ribs were added inside the deck to resist vertical load from the deck and metal cables were installed with clamps using crimper at the supports to resist lateral load of the bridge. Turnbuckles were installed at the beginnings and ends of the cables to ensure that cables were secured properly.

SPOT WELDS OF THE TOP DECK AND SUPPORT.

METAL CABLES RUN DIAGONALLY TO HOLD BOTH SUPPORTS TOGETHER. TOP PLATE AND FOLDED SHEET ARE SPOT WELDED TOGETHER

SUPPORTS ARE CONSTRUCTED FIRST THEN WELDED WITH DECK

RIBS RUNNING IN OPPOSING DIRECTIONS TO RESIST LOAD

SUPPORTS ARE DRILLED WITH HOLES AND METAL CABLES RUN ALONG THEM. THESE CABLES ARE FURTHER SUPPORTED USING CLAMPS AND TURNBUCKLES PULL THE ENDS TO AVOID LOOSE CABLES.

TOP DECK AND SUPPORTS ARE WELDED TOGETHER


PLANE GRIDDING: WOODEN TOWER PROJECT CONSTRUCTION | ARCH 160

UC BERKELEY | SPRING 2017 | ADVISOR: DANA BUNTROCK GSI: JEREMY FERGUSON | PARTNERS: VINCENT FULIA & IRENE LIORA This project focuses on layering gridded pattern that is constructed in alternating manner, achieved through forming slots for plywood sheets to interlock. This method was done in order to enhance strength since perpendicular plywoods act as shear walls working in opposing axis. In addition, the material used in the projects are 1/2” and 1/4” thick plywoods. This allows the tower to use less material and to ease the process of construction, since the top layers of the towers were weighing less. Furthermore, the cantilever used in the project is slotted in between the gridded structure in order to provide rigidity.


THE FIRST THREE LAYERS OF THE TOWER USED 1/2” THICK PLYWOOD WHILE THE TOP THREE LAYERS OF THE TOWER USED 1/4” PLYWOOD.

PAIRS OF PLYWOODS ARE INTERLOCKED IN OPPOSING AXIS AND THE CANTILEVER CONDITION DEPICTS A PLANE SLOTTED IN BETWEEN THE GRID.


CAÑADA COLLEGE KINESIOLOGY AND WELLNESS CENTER INTERNSHIP

ELS ARCHITECTURE AND URBAN DESIGN | SUMMER 2017

Cañada College Kinesiology and Wellness Center is a sports and recreation facility project by ELS Architecture and Urban Design. Purposed to house varying sports activities, I was given the chance to assist in creating the basketball court graphics, producing floor finish details, 3D modeling mechanical families in Revit and revising series of architectural drawings.


1

2

2.1

2.2

3

5

30' - 0"

2' - 7"

2' - 5"

4

3.2

5 A703 30' - 0"

30' - 0"

6.8

6

60' - 0"

7.8

8

8.3

8.6

30' - 0" 5' - 0"

10' - 0"

D

7

30' - 0"

10' - 0"

10' - 0"

10' - 0"

D

F1

PROJECT:

CAÑADA COLLEGE KINESIOLOGY AND WELLNESS BUILDING CAN B1N

30' - 0"

F1

+11' - 0" A.F.F. +8' - 0" A.F.F.

F1

201619

+8' - 0" A.F.F.

+11' - 0" A.F.F.

F4

+8' - 0" A.F.F.

CLIENT:

+11' - 0" A.F.F.

MATCHLINE 1 / A602N

E

PROJECT NUMBER:

+8' - 0" A.F.F. +8' - 0" A.F.F.

+11' - 0" A.F.F.

+11' - 0" A.F.F.

+10' - 0" A.F.F.

+8' - 0" A.F.F.

3401 CSM DRIVE SAN MATEO, CA 94402

E

+8' - 0" A.F.F.

ELECTRICAL 186

PROJECT TEAM: BUILDER: BLACH Construction 2244 Blach Place, Suite 100 San Jose, CA 95131 P: 408.244.7100

F1

ARCHITECT: ELS Architecture and Urban Design 2040 Addison St Berkeley, CA 94704 P: 510.549.2929

27' - 6"

F1

SAN MATEO COMMUNITY COLLEGE DISTRICT

MATCHLINE 1 / A602N

F1

F1

F

F1

CIVIL: BKF 4670 Willow Rd Ste 250 Pleasanton, CA 94588 P: 925.396.7700

GYM STORAGE 187

DANCE CLASSROOM 181

LANDSCAPE: SWA 2200 Bridgeway Sausalito, California 94965 P: 415.332.5100

F

F1

STRUCTURAL: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700

F1

F1

INSULATED METAL PANEL SOFFIT

ADMIN STORAGE 188

+11' 0" A.F.F. A.F.F. +7' - 2-1/2" F1

GYMNASIUM 193

F1

G

MECHANICAL TYPE LEGEND SUPPLY DIFFUSER

+12' - 0" A.F.F.

RETURN DIFFUSER

G

OPEN TO STRUCTURE ABOVE

DANCE STORAGE 182

STAIR 6 194

30' - 0"

+12' - 0" A.F.F.

EXHAUST DIFFUSER

IDF /AV 189

LIGHTING FIXTURE TYPE LEGEND

30' - 0"

H

PLUMBING (Design/Build): KDS Plumbing, Inc. 1071 N. 13th St San Jose, CA 95112 P: 408.435.1685

POOL CONSULTANT: Water Technology, Inc. 100 Park Avenue, P.O. Box 614 Beaver Dam, Wisconsin 53916 P. 920.887.7375

F1

F1

RECESSED DOWNLIGHT

STORAGE 190

DANCE CLASSROOM 184

INSULATED METAL PANEL SOFFIT

ELECTRICAL (Design/Build): Sprig Electric 1860 S. 10th St San Jose, CA 95112 P: 415.536.7848

FIRE PROTECTION (Design/Build): RCM 350 Enterprise Place Tracy, CA 95304 P: 209.833.8228

DANCE STORAGE 183

F1

MECHANICAL (Design/Build): AGC Inc. 745-B Camden Ave Campbell, CA 95008 P: 408.369.6305

RECESSED DOWNLIGHT

REVISION NUMBER

DATE

DESCRIPTION

STRIP LIGHT

H

F1

STRIP LIGHT TROFFER LIGHT ACRYLIC PENDANT LIGHT

+12' - 0" A.F.F.

LINEAR UPLIGHT F1

LINEAR UPLIGHT

27' - 6"

F1

GYM STORAGE 191

LINEAR PENDANT LIGHT

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT APPLICATION # 01-115124 AC______FLS______SS______

LED PENDANT LIGHT

DATE _____________________

MONOPOINT DOWNLIGHT F1

MONOPOINT UPLIGHT

F1

J 12' - 0"

J +12' - 0" A.F.F.

GYPSUM BOARD

12' - 0"

K INSULATED METAL PANEL SOFFIT

CEILING TYPE LEGEND

L

ISSUE:

INCREMENT II 100% DESIGN DEVELOPMENT

GYPSUM BOARD - ACOUSTICAL SEE DETAIL 12/A904

DATE:

CEMENT PLASTER

STAMP:

07/17/2017

ACOUSTIC TILE - TYPE 1

ACOUSTIC TILE - TYPE 2

NOT FOR CONSTRUCTION

LINEAR WOOD

EXPOSED TO STRUCTURE, PAINTED

1

2

2.1

2.2

3

3.2

4

5

6

6.8

7

7.8

8

8.3

8.6 SHEET NOTES NORTH

1

LEVEL 1 - RCP SOUTH 1/8" = 1'-0"

1. IN AREAS WHERE LIGHTING IS NOT SHOWN, ELECTRICAL SHALL BE RESPONSIBLE FOR LIGHTING DESIGN & FIXTURES.

SHEET TITLE:

LEVEL 1 REFLECTED CEILING PLAN SOUTH

SHEET NUMBER:

A602S


4"

WATER RESISTANT GYP. BD. LIQUID APPLIED WATERPROOFING/ 3" X 4" VENTED COVE BASE CRACK ISOLATION MEMBRANE 3"

TOPPING SLAB

T.O. STRUCT. SLAB T.O. STRUCT. SLAB

3 1/4"

BOND COAT

1.5" - 2"

SLAB DEPRESSION

STAINLESS STL. COVE BASE, BOND COAT SCHLUTER-DILEXEHK U9/O9 OR TOPPING SLAB EQUAL

.

FEATHER RESINOUS FLOORING MORTAR BED MORTAR BED BOND COAT LIQUID APPLIED WATERPROOFING/ CRACK ISOLATION MEMBRANE

BUILT UP TILE 25/32" MFMA COVE BASE 2% MAX. SLOPE MAPLE FLOORING TO DRAIN, W.O. T.O. FINISH FLRT.O. FINISH FLR SUBFLOOR PANELS

.

BOND COAT TOPPING SLAB T.O. STRUCT. SLAB VAPOR BARRIER

T.O. STRUCT. SLAB

3 1/4"

T.O. FINISH FLR T.O. FINISH FLR

BOND COAT TILE

SLAB DEPRESSION

BUILT UP TILE COVE BASE

2 1/8"

2% MAX. SLOPE TO DRAIN, W.O.

GYP. BD., PTD. 6 X 6 WALL TILE

WATER WATER RESISTANT GYP. RESISTANT GYP. BD. BD. LIQUID APPLIED LIQUID APPLIED WATERPROOFING/ WATERPROOFING/ CRACK ISOLATION CRACK ISOLATION MEMBRANE MEMBRANE

SLAB DEPRESSION

3 1/4"

SLAB DEPRESSION

3 1/4"

SLAB DEPRESSION

.

X 6 WALL TILE 6 X 6 WALL6TILE

2% MAX. SLOPE TO DRAIN, W.O.

RESINOUS FLOORING AND COVE BASE WITH 3/8" RADIUS

T.O. FINISH FLR

TOPPING SLAB C.I.P. CONC.

T.O. STRUCT. SLAB

BASE TILE TO TILE TO GYP.

HILLSDALE NORTH BLOCK: SIGNAGE STUDY INTERNSHIP

ELS ARCHITECTURE AND URBAN DESIGN | SUMMER 2017

Hillsdale is a retail center that incorporates various tenants. In this project I was assisting in producing renderings to study signage design and its position with relation to the tenant’s space and how the signage is experienced from the exterior.


HOLLOW

BRASS

WF “H” FRAME

BOLT TV BRACKET

COVER

SCREW SCREW

BASE

BASE

HONDA SHOWROOM, BALI: BATHROOM SIGNAGE & TV STAND

INTERNSHIP

STUDIO TONTON | SUMMER 2016

The concept for the designs of the bathroom signage and TV stand was to create a minimalistic design with an accent. In the bathroom signage, accents were created through the use of brass plates and indirect light that is hidden inside of the signage. Similar idea was implemented in the TV stand, The idea of indirect light in this project was implemented through the use of covering in the direction perpendicular to the brass plates.


CANOPY INSTALLATION

INTERNSHIP

STUDIO TONTON | SUMMER 2016

This project is about creating an outdoor canopy using glass panels and louver installation to avoid direct sunlight. In this project, I assisted in 3D modeling the canopy and creating diagrammatic drawings to depict the construction of the canopy.


H RESIDENCE: LOUVER INSTALLATION INTERNSHIP

STUDIO TONTON | SUMMER 2016

H Residence is a residential project by Studio TonTon. During my internship, I had the opportunity to revise series of detail drawings of the louver installation.


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