MAY WANG Master of architecture i, ucla SELECTED WORKS 2015-2016
CONTENTS 02
A Normcore Sandwich
14
In the Thick of It
24
Yard Houses
30
Five Normal Houses
a Normcore Sandwich A.UD 412: Building Design Studio Instructor: Jimenez Lai Winter 2014 This project responds to the typical structure of the American office building, a descendant of the Chicago skyscraper organized by a tripartite system of atypical floors sandwiching a shaft of identical, repeatable plans. The building, a post-production studio, is an inversion of that idea - two supernormal office floors, which would otherwise form a system of structural and economic efficiency, are disrupted by building typologies not usually associated with the workplace. The typical floors retain their column grid and central core despite no longer being in a stacking condition that necessitates this arrangement.
Studio 1 Studio 3
Studio 2
Pavilion
Reception
Hangar
Programmatic Distribution
02
structural model
program organization
Steel Columns Shear Walls
Steel Truss
Steel Space Frame Steel Columns Steel Floor Plate
Vertical Circulation (Stairs)
Vertical Circulation (Elevator)
Steel Columns
Geodesic Steel Frame
Steel Columns Shear Walls
Structural Elements
structural organization
Structure: Axonometric
typical structure sandwiching atypical structure
03
A 18'-0"
18'-0"
18'-0"
18'-0"
15'-2 3/4"
20'-3"
81'-0"
31'-2 3/4"
20'-3"
17'-6 1/2"
20'-3"
18'-0"
B 20'-3"
B
27'-6 1/2"
17'-3"
18'-0"
A
90'-0"
04
ground floor plan
A 88'-7 3/4" 54'-2"
29'-0"
79'-1 1/2"
9'-2"
4'-4"
32'-10"
81'-0"
9'-0"
54'-5"
8'-0 3/4"
B
5'-3 1/2"
B
4'-8 1/2" 37'-8"
5'-1 1/2"
A
90'-5 1/4"
second floor plan
05
A 88'-7 3/4" 56'-7 1/4"
27'-9 1/2"
22'-9 3/4" 33'-3 1/4"
4'-10 1/4"
16'-4 1/2"
81'-0"
79'-1 1/2"
8'-9"
29'-11 1/4"
16'-5 1/4"
8'-4 1/2"
B
B
5'-6 3/4" 32'-1 1/4"
38'-6 1/2"
A
90'-5 1/4"
06
third floor plan
A 18'-0"
18'-0"
18'-0"
18'-0"
15'-2 3/4"
20'-3"
81'-0"
31'-2 3/4"
20'-3"
17'-6 1/2"
20'-3"
18'-0"
B 20'-3"
B
27'-6 1/2"
17'-3"
18'-0"
A
90'-0"
fourth floor plan
07
10'-10 1/4"
17'-0 1/4"
11'-4 1/4"
08 26'-0"
61'-10 1/4"
44'-9 3/4"
10'-9"
5'-4 1/2"
18'-9 3/4"
32'-11 1/2" 90'-0"
22'-1 1/2"
section a-A
10'-10 1/4"
17'-0 1/4"
13'-4"
14'-4"
25'-1 1/4"
61'-10 1/4"
5'-11 1/2"
33'-7 1/2"
section b-b 29'-7"
5'-4 1/2"
18'-9 3/4"
16'-4 3/4" 90'-0"
39'-11 3/4"
09
Typical vs. Atypical If what is “typical” is instantaneously recognizable through color, texture, and material, then the atypical can be defined by its contrast.
10
the “bread”
the “meat”
11
post-production studio #2
administrative office space 12
post-production studio #3
pavilion
post-production studio #1
hangar space 13
In the Thick of It A.UD 401: Technology Core Instructor: Erin Besler Group members: Jade Narrido, Peter Boldt Le Corbusier’s Maisons Jaoul has been described as a physical and conceptual confrontation between two different material approaches: the primitive and the industrial. Whereas Corbusier was concerned with their combination solely on the elevation of the exterior, this project shifts the conversation of material confrontation to the wall section. The interchangeability of materials has implications on the thermal performance of the wall section as well as on ideas of domesticity and the interior. In this project, two thermally equivalent wall section schemes are created - one with a primitive exterior and industrial interior, the other with an industrial exterior and primitive interior. 14
precedent study model
roof section model
Maison Jaoul: Thermal Properties
Maison A Northeast Elevation
Northwest Elevation
25
4
2
Height (ft.)
20
1
15
1
10 3
3
2
4
5
0
10
5
15
20
25
30
35
40
45
50
55
60
65
70
75
Length (ft.)
Composite Wall Material Values
1
2
Masonry Wall (Brick, Plaster)
Wood Panels (Plywood, Air Cavity, Plywood)
Table of Material Properties
U-Value
Total Resistance
1.75 (W/m2K)
0.57 (m2K/W)
U-Value
Total Resistance
1.83 (W/m2K)
0.55 (m2K/W)
3
4
Concrete Vault/Beam (Concrete, Plaster)
Window Pane (Glass)
U-Value
Total Resistance
2.35 (W/m2K)
0.43(m2K/W)
U-Value
Total Resistance
5.56 (W/m2K)
0.18 (m2K/W)
U-Value (W/m2K)
Material
Thickness
Conductivity
Resistance
Plaster, Dense
0.500 in.
0.50 W/m2K
0.03 m2K/W
Brick, Outer
12.125 in.
0.84 W/m2K
0.37 m2K/W
Glass
0.250 in.
0.00 W/m2K
0.00 m2K/W
Concrete
12.125 in.
1.40 W/m2K
0.22 m2K/W
Plywood
0.200 in.
0.14 W/m2K
0.09 m2K/W
Air Cavity
0.813 in.
0.14 W/m2K
0.09 m2K/W
0
3.00
6.00
15
EDGE CONDITION STUDY - PLANS
OVERLAID EDGE CONDITIONS - PLA SECTION PROFILES SE
SECTION A
MAISON A, SECTION B
MAISON B, SECTION D
MAISON A, SECTION C
MAISON A, SECTION A MAISON B, SECTION E
MAISON A, SECTION C MAISON B, SECTION F
MAISON A, SECTION B
MAISON B, SECTION E SECTION COMPOSITE
MAISON B, SECTION D
MAISON B, SECTION F
SECTION COM
F
C
B
Concrete Slab
E
Concrete Slab
Concrete Slab
Brick Wall
Brick wall
D
A
A
B
Plywood Panel
MAISON A | EAST FACADE Concrete Slab SCALE: 1’ = 3/32”
Concrete Slab
Concrete Slab
MAISON B | SOUTH FACADE SCALE: 1’ = 3/32”
C
C
Glass Panel
Concrete Slab
Concrete Slab
Concrete Slab
Plywood Panel Brick Wall
Brick Wall
B
Brick wall
Concrete Slab
BRICK WALL
E
Glass Panel
Glass Panel
Brick wall
SECTION D | SCALE: 1’ = 1/12”
A
Concrete Slab
Brick Wall
Glass Panel
Plywood Panel
C
Brick Wall
Glass Panel
Concrete Slab
Brick Wall
Brick Wall
SECTION A | SCALE: 1’ = 1/12”
Concrete Slab
Concrete Slab
Concrete Slab
Concrete Slab
F
Brick wall
Concrete Slab
Concrete Slab
PLYWOOD PANEL GLASS PANEL
Glass Panel
Glass Panel
Glass Panel
Plywood Panel
SECTION A | EDGE CONDITION
Concrete Slab
ete Slab
Plywood Panel
SECTION D | EDGE CONDITION
Concrete Slab
Concrete Slab
Concrete Slab
Plywood Panel
MAISON A | EDGE CONDITION OVERLAY SCALE 1/8” = 1’ Glass Panel Concrete Slab
Glass Panel Brick Wall
Glass Panel
Concrete Slab
Concrete Slab
Concrete Slab
Brick wall
D
A
Concrete Slab
Brick wall
Brick Wall
B
Concrete Slab
Concrete Slab
Edge Conditions: Sections
SECTION PROFILE OVERLAY
Glass Panel
E
E SE
Wall
Brick Wall
SECTION B | SCALE: 1’ = 1/24”
SECTION E | SCALE: 1’ = 1/24”
Glass Panel
MAISON A, SECTION A
Brick Wall Plywood Panel
MAISON A, SECTION B
Glass Panel
MAISON A, SECTION C
Concrete Slab
Brick Wall
MAISON B, SECTION D
MAISON B, SECTION E
MAISON B, SECTION F
SECTION COM
D
Concrete Slab
Concrete Slab
F
Brick wall
B
Plywood Panel
ete Slab
Concrete Slab
Concrete Slab
C
Concrete Slab
F
Concrete Slab
Glass Panel
Concrete Slab
SECTION C | SCALE: 1’ = 1/24”
Concrete Slab
Concrete Slab
Glass Panel
Glass Panel
anel
SECTION F | SCALE: 1’ = 1/24”
Brick wall
Brick Wall
SECTION D | EDGE CONDITION
SECTION B | EDGE CONDITION
Brick Wall
Plywood Panel
Brick Wall
Concrete Slab
Concrete Slab
Concrete Slab
Brick Wall
Glass Panel
Glass Panel
MAISON B | EDGE CONDITION OVERLAY Concrete Slab Concrete Slab SCALE 1/8” = 1’
Brick wall
Concrete Slab
Concrete Slab
Glass Panel
Glass Panel
Plywood Panel
Plywood Panel
SECTION C | EDGE CONDITION
Concrete Slab
Plywood Panel
SECTION E | EDGE CONDITION
Concrete Slab
Concrete Slab
Concrete Slab
Glass Panel
Concrete Slab
Concrete Slab
Concrete Slab
Concrete Slab
SCALE AS INDICATED material edge conditions of maisons jaoul
Edge Conditions: Plan
Edge Conditions: Sections
SECTION PROFILE OVERLAY
D
Concrete Slab
Glass Panel
Brick wall
D
Glass Panel
EDGECONDITION STUDY
16
Concrete Slab
Glass Panel Brick Wall
Concrete Slab
F
Brick wall
anel
te Slab
E Glass Panel
Plywood Panel
Plywood Panel Brick Wall
A
Glass Panel
Glass Panel
Brick Wall
d Panel
Concrete Slab
Brick wall
Brick Wall
EDGE CONDITION STUDY Edge Conditions: Sections
SCALESECTION AS INDICATED PROFILE OVERLAY
Concrete Slab
Concrete Slab
maisons jaoul: section models
maisons jaoul: section models with thermal overlay
17
Wall Materials, Like Coats Changing the thicknesses of different materials can make their thermal performance similar, but alters their fit and sectional profile.
Lowest R-Value
Windbreaker
Fleece Jacket
Raincoat
Peacoat
Highest R-Value
Down Coat
Materials 0 ≤ K ≤ 2 2
Coats: A Range of R-Values Coats: A Range of Thermal Performance
1.8 Cement, mortar Sandstone
1.6 Earth, dry
Sand, moist
Porcelain
Concrete, dense
1.4 Brick, dense Limestone
1.2 Soil, clay
K-Value (W/m∙K)
Soil, with organic matter Corian (ceramic filled)
Glass Pyrex glass
Ground soil, moist
1
Glass, window
0.8
Rock, porous volcanic
Asphalt
Asbestos‐cement board Plaster, sand
Gravel
Mica
Plasticine Muscle (pig)
0.6
Liver (dog)
Water
Potato, raw
Blood (plasma, human) Kidney (whole, human) Brain (whole)
Bitumen/felt layers Brick, hollow Wheat flour
Salmon (73% moisture content) Apple (85.6% moisture)
0.4
Brick, common
Cod (83% moisture content) Milk
Ground soil, dry Arterial plaque
Concrete, medium
Plaster, dense
Blood (whole, human) Heart (human)
Honey (12.6% moisture content)
Beef, lean (78.9% moisture) Bone
Fat (pig)
Asbestos
Epoxy
Block, building (dense) Cement, portland
Paraffin wax
0.2 Plywood
Wood, soft Strawboard Freon R‐12 (liquid)
Mineral wool Fiberglass Sawdust Hairfelt Cork insulation Neon (gas) Glass, wool insulation insulation Corkboard Kapok insulation Polyurethane Rockwool Oxygen (gas) Feathers Air, atmosphere Foamglass Balsa wood Felt Insulation Argon (gas) Isocyanurate Plastics, foamed (insulation) Polystyrene, expanded Silica aerogel
0 VacuumFreon R‐12 (gas) 0
Woodwool
Snow
Wood, hard Timber
Nylon 6, Nylon 6/6
Silicone cast resin
Paper
Fiberboard Ebonite Perlite Urethane foam
Methane (gas) Steam, saturated
Rubber, cellular
0.5
Teflon
Butter (15% moisture Block, building (light) Concrete, lightweight Skin (epidermis, human) Fat (human) content) Polyvinylchloride, PVC Fiber hardboard Fat (blubber, harp seal) Plaster, light Bitumen Acrylic glass Gypsum board Polycarbonate Olive oil Rubber, natural Hardboard Gasoline Leather, dry Plasterboard Sugar Ether Phenolic cast resins Block, building (thermal)
1
Neoprene
Sheep wool
Polyester
Sand, dry
Charcoal
Chalk
Urea formaldehyde (resin) Cotton
1.5
2 Density (g/cm3)
18
Index Materials: < K≤ ≤2 2 Index ofof Materials: 0 ≤0 K
2.5
3
3.5
10 5/8" 1'-2 1/2"
Wood Bow String Truss
Low-E Window Unit
4'-7 5/16"
Double-Paned Window
4'-8 1/8"
4'-9 7/16"
Oak mullion 4" width
Drop Down Ceiling
Zinc Cladding
11 1/8"
Sub-layer and finish layer tiles Stop-gap moisture barrier
Single-Pane Window
4'-11 3/16"
Substrate & Insulation
Guard Rail
1'-3 3/8"
3'-1 3/16"
2'-9 3/4"
Sod Roof Roof flashing Drainage
1'-4 7/8"
5'-4 3/16"
9 3/4"
Wood Window Frame
Single-pane window
3/4" Softwood 1" Floor Tile Finish
2'-4 15/16"
10 1/8"
Utility Trench
1" Softwood Wood Bottom Plate
3/8" Gypsum Wall Board
3/4" Finish-plywood wall
Sub Floor
Cavity
1'-5 9/16"
3'-6 7/16"
4" Spray Foam Insulation 4"3/4" Steel Plaster Stud Cavity
1" Softwood Cavity
3/4" Finish-plywood wall
6'-2 5/8"
3'-1 15/16"
1/16" Finish paint 3/4" Plaster
3'-7"
PEH Air and Vapor Barrier 1/16" Finish paint 3/8" Gypsum Wall Board
1" x 8" Oak Frame
3/4" Softwood
3'-11"
Utility Trench
Steel Column
1" Floor Tile Finish 35'-7 1/4"
33'-6 3/8"
5'-9 5/8"
6'-0 7/8"
Double-Paned Window 35'-0 1/16"
Single-pane window
37'-9 11/16"
4'-8 11/16"
Plywood Plate
2'-11 13/16"
3'-3 3/4"
Sub Floor
Brick, Air Gap, Brick
1'-2 13/16"
Tile layer
1' Steel Joist
3'-0 3/4"
Plywood Plate 2'-9"
Floor Plate Softwood, Cavity, Softwood
11 3/4"
1'-5 15/16"
4" Brick Veneer
Corrugated Concrete Decking
3/4" Softwood
2'-9 3/8"
2'-6 1/8"
Finish tile floor 1/2" Grout bed
Concrete Vault
Triple-Glazed Window
Cavity
11 11/16"
3'-2 5/8"
1" Softwood Masonry wall
3'-3 1/16"
Window sealant
Brick, Air Gap, CMU, Gypsum
1/2" Gypsum Board
Single-pane window
4" Steel Stud Cavity
Double-Paned Window
8" x 8" CMU
6'-3"
3/8" Gypsum Wall Board 6'-2 1/16"
Air gap
6'-3 15/16"
6'-1 9/16"
1 1/2" Softwood
10'-1 15/16"
1/2" Gypsum Board PEH Air and Vapor Barrier
1/4" Plaster
3/8" Gypsum Wall Board
2" Air Gap
5 3/4" Air Gap
Finish-plywood exterior panel 1" Thickness
2" x 6" Wood Stud 1'-1 7/8" 1'-9 1/8"
Concrete
3'-4 1/8"
Concrete
1'-0"
Concrete footing
3'-0"
2'-3 3/8"
Wood blocking 4" x 4"
1'-4 1/4" 4'-0"
1'-6 7/8"
1'-6 3/4"
3'-0" 1'-11"
6'-0"
6'-9 7/8"
Maisons Jaoul
California Primitive
International
Mason
Composite Sections
thermally equivalent building systems
19
Thermally Equivalent Wall Systems Scheme 1: Primitive exterior, Industrial interior
Gutter
12'-5 1/2"
Bow truss
5'-1 3/4"
Drainage pipes
Coarse brick
Gabion cage
7'-9 3/4"
9'-7"
34'-5 1/2"
Rubble infill
Air cavity
Ceiling truss
Steel stud framing 9'-5"
Rail
Metal cladding
Concrete foundation
exterior wall elevation
20
Industrial Interior: Elevations and Section
wall section
wall section - primitive exterior, industrial interior
21
Thermally Equivalent Wall Systems Scheme 2: Industrial exterior, Primitive interior
8'-5 1/2"
Aluminum cladding Rail
15'-3 3/4"
Concrete vault
5'-1 1/2"
Brick veneer
Planter
9'-7 3/4"
36'-4 1/2"
Drainage pipe
3'-0 1/4"
Loadbearing masonry
Concrete lintel
6'-5 3/4"
9'-4 1/4"
Truss
Shelving (Interior gabion wall)
Concrete foundation
Primitive Interior: Elevations and Section
exterior wall elevation
22
wall section
wall section - primitive exterior, industrial interior
23
yard houses A.UD 413: Architecture as Urban Landscape Instructor: Roger Sherman Fall 2015 This urban design project references Prenzlauer-Berg, a tenement district in Berlin that incorporated informally-added housing in its courtyard. The figure-ground profile of the tenement housing resembles the inverse figure-ground of a typical suburban neighborhood, such as the district of Frogtown in LA, where this project is sited. The residential blocks of this project are organized by altitude, each referencing a different aspect of Frogtown - the warehouse units, the suburban lot, and adjacent San Gabriel Mountains.
SITE PLAN
24
elevations
ground floor plan
second floor plan
third floor plan
25
+42- 9” Fourth Level: Terraces
+42- 9” Fourth Level: Terraces
+30- 9” Third Floor: Jutouts
+30- 9” Third Floor: Jutouts
+12- 0” Second Floor: Suburban Tier
+12- 0” Second Floor: Suburban Tier
+0 - 0” Grade Level: Warehouse Tier
+0 - 0” Grade Level: Warehouse Tier
n-s section oblique
26
+42- 9” Fourth Level: Terraces
+30- 9” Third Floor: Jutouts
+12- 0” Second Floor: Suburban Tier
+0 - 0” Grade Level: Warehouse Tier
e-w section oblique
27
28
oblique
perspectives
29
FIVE NORMAL HOUSES Bureau Spectacular Leader: Jimenez Lai Team: May Wang, Roojiar Sadeghi, Pauline Chen, Eric Hsu In this project, part of the SHELTER exhibit at the Architecture and Design Museum, Bureau Spectacular examines what makes a house “normal” in Los Angeles. Five typologies of domestic Southern California architecture were identified and applied to the production of “almost normal” architecture. Bureau Spectacular proposes five schemes that reflect the culture of LA: the Dingbat, the House Apart, the Healthy House, the Pool House, and the Queen Anne Revival.
30
“Shelter” at the a+D museum
31
the dingbat 12'-4"
60'-0"
23'-1"
13'-8"
30'-11" 90'-0"
second floor plan
60'-3"
52'-10"
ground floor plan
32
+32'-0" Roof +29'-4" Interior Enclosure
+13'-4" First Floor
+0'-0" Ground Floor
section
33
a house apart
roof floor plan
97'-5"
15
'-1
" 12
17
'-9 "
16
'-1
0"
12
'-1 1"
'-1 1"
9'-4"
"
11'-9
26
'-1
22
'-3
"
56'-0"
"
"
'-7
14
"
6'-0
10 "
'-4
1" '-1
12
"
'-9 13 13
'-1 1" "
'-5
15
ground floor plan
34
+33'-4" Top of Chimney
+22'-7" Highest Roof
+3'-9" Top of Highest Floor
+0'-0" Grade Level
section
35
healthy house 22'-3"
39'-0"
14'-10"
32'-7"
second floor plan
80'-0"
25'-3"
31'-8"
22'-1"
43'-11"
ground floor plan
36
+36'-0" Top of Water Tower
+29'-5" Top of Roof
+16'-11" Interior Ridge
+2'-8" Top of Floor +0'-0" Grade Level
-4'-4" Bottom of Scoop
section
37
pool house 61'-3"
53'-8"
18'-4"
21'-5"
second floor plan 16'-11"
13'-0"
ground floor plan
38
18'-0"
+24-11" Roof Rail
+21'-0" Second Floor
+14'-6" Bottom of Pool
+9'-2" First Floor
+5'-9" Bottom of Scoop
+0'-0" Grade Level
section
39
queen anne revival 53'-4"
50'-0"
41'-8"
34'-3"
second floor plan 14'-9"
14'-8"
21'-10"
35'-8"
18'-5"
30'-2"
20'-0"
ground floor plan
40
+48'-11" Roof
+30'-1" Interior Ridge
+22'-7" Balcony
+18'-5" Interior Ridge
+7'-1" Plinth Height
+0'-0" Grade Level
section
41
42
dingbat
healthy house
a house apart
healthy house detail
queen anne revival detail
queen anne revival
pool house
43
MAY WANG
610 Midvale Avenue, Los Angeles, CA 90024 (510)396-4137 tell.maywang@gmail.com
EDUCATION
University of California, Los Angeles (UCLA) 2014-(2017) Intended Master of Architecture I University of California, Berkeley 2010-2014 Bachelor of Science in Civil and Environmental Engineering
WORK EXPERIENCE
Greg Lynn Form September 2016 - present Graduate Research Assistant Project: 2016 Venice Biennale American Pavilion Assisting in production of installation for American Pavilion at Venice Biennale 2016 Bureau Spectacular June - August 2015 Intern Project: Five Normal Houses, exhibited at the Architecture and Design Museum Collaborated in design, created drawings, and fabricated models for Five Normal Houses, an installation produced for the SHELTER exhibit at the Architecture and Design Museum in Los Angeles 44
WORKSHOPS
Sou Fujimoto: Architecture is Everywhere May 2015 Selected to participate in a workshop at UCLA with Sou Fujimoto, facilitated by Heather Roberge, about finding architectural inspiration in everyday objects
AWARDS AND DISTINCTIONS
Continuing Student Award July 2015 UCLA, Department of Architecture and Urban Design For distinction in the M.Arch I program at UCLA, awarded by faculty Clifton Webb Fine Arts Scholarship June 2015 UCLA, School of the Arts & Architecture For quality of academic performance at UCLA, awarded by the dean
EXTRACURRICULAR
Fine Arts Museums of San Francisco Volunteer Provided customer service to visitors at the de Young Museum and Legion of Honor
SKILLS
Rhinoceros VRay AutoCAD Adobe Creative Suite Microsoft Office