B.S. Arch | University at Buffalo | 2013
M. Arch | Clemson University | 2015
Nicole
guyen
THE LIVING WALL (Spring 2010)
CONSTRUCTION TECHNOLOGY (Spring 2011)
TESSELATION STUDY (Fall 2013)
WASTE WATER TREATMENT (Summer 2012)
EcoSLICES (Spring 2011)
UB MEDICAL LIBRARY (Fall 2010)
COMMUNAL KITCHEN (Fall 2012)
HAIKU HOUSE (Fall 2013)
4-7
8-9
10-13
14-19
20-23
24-29
30-35
HOVER:
DESIGN TEAM: Owen Correnti, Phil
Gusmano, Rachel Hefti, Nicole
Nguyen, Chris Osterhoudt, Ashley
Rubino
Design a basic minimal dwelling
unit with a sleeping area for three
people, entrance, and circulation.
The final design was fabricated and
transported to the Griffis Sculpture
Park in western NY and remained
there for 1 year.
I was part of the original three
person design team developing Chris
Osterhoudt's initial design. I helped to
develop the structure of the dwelling.
I drew the plans and sections located
on the opposite page and
transformation drawings located on
this page. I also worked on fabricating
study models to develop the design.
CONSTRUCTION
TECHNOLOGY:
I looked at the construction drawings
for two buildings: the Croffead House by
Clark + Menefee, and Pierce County
Environmental Services Building by Miller
Hull.
From these drawings I constructed
a peeled back axonometric of a
section of the building.
The Croffead House is a concrete block
construction with wood joists to support
the floor.
1
6
7
8
9
10
5
4
3
2
0 1 2 3 4 5 10
1 Foundation for Perimeter Wall
3’ wide x 1‘ thick continuous site cast concrete
strip footing
2 Foundation at Column
6’ wide x 6’ long x 1’ thick site cast concrete pad
with #5 reinforcement bars @ 12” O.C. both
directions
3 Foundation at Room Divide
4’ wide x 8’ long x 1’ thick site cast concrete pad
with #5 reinforcement bars @ 12” O.C. both
directions
4 External Wall at Ground Level
East-West Walls:
8” x 8” x 16” CMU blocks (inner wythe)
2” rigid insulation
2” cavity
8” x 8” x 4” CMU blocks outer wythe) with
transparent waterproof coating
3 #5 reinforcement bar at corners and
openings
North-South Walls:
8” x 12” x 16” CMU blocks (inner wythe)
2” rigid insulation
2” cavity
8” x 8” x 4” CMU blocks outer wythe) with
transparent waterproof coating
3 #5 reinforcement bar at corners and
openings
5 External Wall at Upper Floors
8” x 8” x 16” CMU (inner wythe)
3 #5 vertical reinforcement at corners and
openings
horizontal joint reinforcement at 16” O.C.
vapor barrier
2” rigid insulation
2” cavity
8” x 8” x 4” CMU (outer wythe) with transpaent
waterproof coating
stucco finishing
6 Ground Floor
4” compacted gravel
vapor barrier
4” site cast concrete slab on grade with 6” x 6”
mesh reinforcement
7 Living Room Floor
2” x 10” joists at 16” O.C.
3/4” plywood subfloor
3/4” wood strip finish flooring
Ceiling
3/4” gypsum board
8 Concrete Beam
cast concrete beam with 3 #5 reinforcement bars
top and bottom
#3 stirrups at 16“ O.C.
1 1/2” clear all sides
width of masonry
9 Window at Ground Story
site cast concrete sill
steel sash windows with Insulated Glass, secured
to masonry seal joints
10 Large Window to Living Room
site cast concrete sill
12” bond beam with 2 #5 reinforcement bar, solid
grout
12” lintel and 8” lintel with 2 #5 reinforcement bar,
solid grout
Croffead House
Clark + Menefee Architects 1989
TESSELLATION
STUDY:
Design a tesselated module with a
form that could be cast and recast, simu-
lating precast concrete methods.
The piece is a faceted form that allows
for voids, overlap, and the creation
of curves and corners.
These images show a catalog of
connections between two units.
WASTE WATER:
DESIGN TEAM: Grant Black,
Brittany Cohen, Thomas
DeGraff, Jennifer Dow, Mira Lee,
Nicole Nguyen, Maya Shermer
During the summer of 2012 I studied
abroad in Monteverde, Costa Rica.
We worked work with the local
water source and the
municipality to develop a
system for the downtown region.
I helped with diagramming the current
situations, site seeking and
documentation, system research,
plans, sections, and perspectives.
Toilets Sinks, Showers Washing machines Watering
plants/lawns
Manufacturing
Septic Street Wastewater Treatment
Watertable Streams Products
Storm Water
13%13%%
3% 5.25% 6 % 13%
18%
21m 50m50m 50m 50m 50m 50m
SITE
CURRENT WATER FLOW
TOWN
Common minimum capacity for compliance
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
Characteristics Technology
activated sludge
vertical loopreactor
biologic rotarydisc
constructed wetlands
hydroponic cultivation
living machine
Laminas Filtrantes
facultative lagoon
aerated lagoons
oxidation ditch
tricklingfilters
0 5 15 25 50
Activated Sludge System
Clarifiers/Aeration Tanks
Pumps/Pipes
Filter
Sludge Treatment
Natural Wetland
Parking 20 Spaces
Building
1,200 m
2
600 m
2
1,000 m1
2
3
4
5
2
1,300 m2
352 m2
Private Area Public Area
1
3
5
4
2
Legend
Sitio apropiado
Monteverde
¯0 5,0002,500 Meters
Áreas sin zonas
de amortiguamiento
Terreno plano
Zonas sin cobertura
boscosa
+
+
=
0 5 25 50
Santa Elena
Reforested Areas
Roadside
Wetland
Rain Garden
Master Plan
0 5
Floor Plan
Public Space Lecture Hall
Kitchen
Bath.
Bath.
Bath.
Sto.
Office
Office
Conference
Control Room
Util.
3.5m
8m
6m10m
16m
Constructed Wetland
Bridge
Sidewalk
Patio
1
2
3
4
Rainwater Collectoin
Constructed Wetland
EcoSLICES:
This project was to design an addition to the historic
Lord and Burnham tri-dome greenhouse, which would
enhance the current buffalo meridian theme of the
Botanical Gardens.
This project is an investigation with an extreme
emphasis on the visitor's sectional journey.
Through research, I discovered that the elevation
of an ecosystem has a direct influence on the types
of plants which can grow within it. I believe that by
moving through sectional height differences, visitors
would be able to get a better understanding of the
multiple layers of the habitats on display.
Panama Cloud Forest 180’
Prioria Copaifera 164’
4000’abovesealevel
PrioriaCopaifera150’
Mariana’sTrench
(-)36,070’
MountEverest
29,035’
Bualo
612’
FloridaEverglades
0
DeathValley
(-)282’
MountMcKinely
20,320’
PanamaCloudForest
4,000’
DeadSeaShore
(-)1369’
LakeEyre
(-)52
NamibCoastalDesert
Kilimanjaro
19,340’
Program
LoadingDocks
Main Entrance
Courtyard Kid’s
Courtyard
Banquet
SpecialShows
AustralianBog
YangtzeRiverGorge
GrandCanyon
FloridaEverglades
Panama
CloudForest
Education
Grow Houses
Cafe
Palm Dome
Gift Shop
TemporaryExhibits
Lower Paths Upper Pathways
N
I researched the elevation extremes across the world, and took slices of ecosystems that
represented some of these areas. Within these slices, there are paths weave through the
ecosystems. Upper and lower paths allow multiple perspectives of the plants to be seen.
These slices are emphasized with the large truss structure.
Fresh Air
Moveable
Shading
Device
Louvres
Beyond
Water Pipes
for Misting
Radiant Heat
Air Condition
Humidity
CAFE
VOLUMES AND QUIET STUDY SPACE
INFORMAL READING ROOM
CYBRARY
GROUP STUDY AND JOURNALS
AUDITORIUM, EXHIBITION, MULTIPURPOSEGROUND LEVEL
36’
18’
12’
6’
24’
PUBLIC
USE
STUDENT
USE CLOSED STACKS AND VOLUMES
30’
UB MEDICAL
LIBRARY:
This project was to design a library to house a
collection of books from the university.
Because of the location in the downtown medical
district, I determined that a medical library
would be best suited in this region. I used
the grid of the area to create platforms of varied
sizes elevating different zones to control access to
the collection.
SECTION A
SECTION B
30’FROM GROUND LEVEL
40’FROM GROUND LEVEL
SECTION B
SECTION A
A B C D E
F
G
H
0 2 6 10
COMMUNAL KITCHEN:
In this undergraduate comprehensive studio, I was asked to design a mixed use building
with housing and a public program. I choose a culinary center as the public program.
The driving concept of the project is a series of angled construction planes which invert from
floor to floor.
E 0 2 6 10
G
0 2 6 10
Egress Stairs
5’ Turning Radius
Accessible Elevator
Areas of Refuge
Egress Route
2 h Fire Rating
Because of the alternating angles and the desire for an open floor plan devoid of columns, the
structure became a series of alternating concrete planes. These transfer the loads to the
ground floor through point loads that essentially form 16 large columns. These with the egress stairs
form the support for the upper three floors.
1
2
Light frame steel frame roof
3
4 Exterior walls:
12” Concrete walls
5
6
Concrete Beam
Vertical Chase
7
10” Concrete Slab
Radiant Floor Heating in topping
8
Cooking Area
commercial exhaust hood
9
10
Chiller and Boiler Room
AHU for residential units beyond
Public AHU
Meters
1
2
4
3
5
6
7
98 10
mains
water
cooling
tower
chiller
+
boiler
AHU
AHU
hp
hp
hp
1. concrete slabs
2” concrete topping w/ radiant heating
subflooring
4” wood flooring
2. beam beyond
3. suspended ceiling
4. floor to ceiling glazing
5. structural wall
6. caisson
1.
2.
4.
6.
meter
roompublic
AHU
elevator
maintainence
chiller
+
boiler
folding up the ground
enclosing home and people
outside is inside
HAIKU HOUSE:
circulation
The design process started with kirigami, the cut and folding of a single sheet of paper, which
reflected my thoughts of what a home means. From there we were asked to take this kirigami
and design a 1,000 sqft 3 bedroom single family home. My initial concept of a
blurred inside/outside condition was achieved through a large glass facade. This area became
the circulation space of the home and is located on one central axis.
water diagram
585-978-2357
NLNGUYE@G.CLEMSON.EDU
THANK YOU

Nicole Nguyen portfolio

  • 1.
    B.S. Arch |University at Buffalo | 2013 M. Arch | Clemson University | 2015 Nicole guyen
  • 2.
    THE LIVING WALL(Spring 2010) CONSTRUCTION TECHNOLOGY (Spring 2011) TESSELATION STUDY (Fall 2013) WASTE WATER TREATMENT (Summer 2012) EcoSLICES (Spring 2011) UB MEDICAL LIBRARY (Fall 2010) COMMUNAL KITCHEN (Fall 2012) HAIKU HOUSE (Fall 2013) 4-7 8-9 10-13 14-19 20-23 24-29 30-35
  • 3.
    HOVER: DESIGN TEAM: OwenCorrenti, Phil Gusmano, Rachel Hefti, Nicole Nguyen, Chris Osterhoudt, Ashley Rubino Design a basic minimal dwelling unit with a sleeping area for three people, entrance, and circulation. The final design was fabricated and transported to the Griffis Sculpture Park in western NY and remained there for 1 year. I was part of the original three person design team developing Chris Osterhoudt's initial design. I helped to develop the structure of the dwelling. I drew the plans and sections located on the opposite page and transformation drawings located on this page. I also worked on fabricating study models to develop the design.
  • 7.
    CONSTRUCTION TECHNOLOGY: I looked atthe construction drawings for two buildings: the Croffead House by Clark + Menefee, and Pierce County Environmental Services Building by Miller Hull. From these drawings I constructed a peeled back axonometric of a section of the building. The Croffead House is a concrete block construction with wood joists to support the floor. 1 6 7 8 9 10 5 4 3 2 0 1 2 3 4 5 10 1 Foundation for Perimeter Wall 3’ wide x 1‘ thick continuous site cast concrete strip footing 2 Foundation at Column 6’ wide x 6’ long x 1’ thick site cast concrete pad with #5 reinforcement bars @ 12” O.C. both directions 3 Foundation at Room Divide 4’ wide x 8’ long x 1’ thick site cast concrete pad with #5 reinforcement bars @ 12” O.C. both directions 4 External Wall at Ground Level East-West Walls: 8” x 8” x 16” CMU blocks (inner wythe) 2” rigid insulation 2” cavity 8” x 8” x 4” CMU blocks outer wythe) with transparent waterproof coating 3 #5 reinforcement bar at corners and openings North-South Walls: 8” x 12” x 16” CMU blocks (inner wythe) 2” rigid insulation 2” cavity 8” x 8” x 4” CMU blocks outer wythe) with transparent waterproof coating 3 #5 reinforcement bar at corners and openings 5 External Wall at Upper Floors 8” x 8” x 16” CMU (inner wythe) 3 #5 vertical reinforcement at corners and openings horizontal joint reinforcement at 16” O.C. vapor barrier 2” rigid insulation 2” cavity 8” x 8” x 4” CMU (outer wythe) with transpaent waterproof coating stucco finishing 6 Ground Floor 4” compacted gravel vapor barrier 4” site cast concrete slab on grade with 6” x 6” mesh reinforcement 7 Living Room Floor 2” x 10” joists at 16” O.C. 3/4” plywood subfloor 3/4” wood strip finish flooring Ceiling 3/4” gypsum board 8 Concrete Beam cast concrete beam with 3 #5 reinforcement bars top and bottom #3 stirrups at 16“ O.C. 1 1/2” clear all sides width of masonry 9 Window at Ground Story site cast concrete sill steel sash windows with Insulated Glass, secured to masonry seal joints 10 Large Window to Living Room site cast concrete sill 12” bond beam with 2 #5 reinforcement bar, solid grout 12” lintel and 8” lintel with 2 #5 reinforcement bar, solid grout Croffead House Clark + Menefee Architects 1989
  • 8.
    TESSELLATION STUDY: Design a tesselatedmodule with a form that could be cast and recast, simu- lating precast concrete methods. The piece is a faceted form that allows for voids, overlap, and the creation of curves and corners. These images show a catalog of connections between two units.
  • 9.
    WASTE WATER: DESIGN TEAM:Grant Black, Brittany Cohen, Thomas DeGraff, Jennifer Dow, Mira Lee, Nicole Nguyen, Maya Shermer During the summer of 2012 I studied abroad in Monteverde, Costa Rica. We worked work with the local water source and the municipality to develop a system for the downtown region. I helped with diagramming the current situations, site seeking and documentation, system research, plans, sections, and perspectives. Toilets Sinks, Showers Washing machines Watering plants/lawns Manufacturing Septic Street Wastewater Treatment Watertable Streams Products Storm Water 13%13%% 3% 5.25% 6 % 13% 18% 21m 50m50m 50m 50m 50m 50m SITE CURRENT WATER FLOW TOWN
  • 10.
    Common minimum capacityfor compliance m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 Characteristics Technology activated sludge vertical loopreactor biologic rotarydisc constructed wetlands hydroponic cultivation living machine Laminas Filtrantes facultative lagoon aerated lagoons oxidation ditch tricklingfilters 0 5 15 25 50 Activated Sludge System Clarifiers/Aeration Tanks Pumps/Pipes Filter Sludge Treatment Natural Wetland Parking 20 Spaces Building 1,200 m 2 600 m 2 1,000 m1 2 3 4 5 2 1,300 m2 352 m2 Private Area Public Area 1 3 5 4 2 Legend Sitio apropiado Monteverde ¯0 5,0002,500 Meters Áreas sin zonas de amortiguamiento Terreno plano Zonas sin cobertura boscosa + + = 0 5 25 50 Santa Elena Reforested Areas Roadside Wetland Rain Garden
  • 11.
  • 12.
    0 5 Floor Plan PublicSpace Lecture Hall Kitchen Bath. Bath. Bath. Sto. Office Office Conference Control Room Util. 3.5m 8m 6m10m 16m Constructed Wetland Bridge Sidewalk Patio 1 2 3 4 Rainwater Collectoin Constructed Wetland
  • 13.
    EcoSLICES: This project wasto design an addition to the historic Lord and Burnham tri-dome greenhouse, which would enhance the current buffalo meridian theme of the Botanical Gardens. This project is an investigation with an extreme emphasis on the visitor's sectional journey. Through research, I discovered that the elevation of an ecosystem has a direct influence on the types of plants which can grow within it. I believe that by moving through sectional height differences, visitors would be able to get a better understanding of the multiple layers of the habitats on display. Panama Cloud Forest 180’ Prioria Copaifera 164’ 4000’abovesealevel PrioriaCopaifera150’
  • 14.
  • 15.
  • 18.
    I researched theelevation extremes across the world, and took slices of ecosystems that represented some of these areas. Within these slices, there are paths weave through the ecosystems. Upper and lower paths allow multiple perspectives of the plants to be seen. These slices are emphasized with the large truss structure. Fresh Air Moveable Shading Device Louvres Beyond Water Pipes for Misting Radiant Heat Air Condition Humidity
  • 19.
    CAFE VOLUMES AND QUIETSTUDY SPACE INFORMAL READING ROOM CYBRARY GROUP STUDY AND JOURNALS AUDITORIUM, EXHIBITION, MULTIPURPOSEGROUND LEVEL 36’ 18’ 12’ 6’ 24’ PUBLIC USE STUDENT USE CLOSED STACKS AND VOLUMES 30’ UB MEDICAL LIBRARY: This project was to design a library to house a collection of books from the university. Because of the location in the downtown medical district, I determined that a medical library would be best suited in this region. I used the grid of the area to create platforms of varied sizes elevating different zones to control access to the collection.
  • 20.
  • 21.
  • 22.
  • 23.
    A B CD E F G H 0 2 6 10 COMMUNAL KITCHEN: In this undergraduate comprehensive studio, I was asked to design a mixed use building with housing and a public program. I choose a culinary center as the public program. The driving concept of the project is a series of angled construction planes which invert from floor to floor.
  • 24.
    E 0 26 10 G 0 2 6 10
  • 26.
    Egress Stairs 5’ TurningRadius Accessible Elevator Areas of Refuge Egress Route 2 h Fire Rating Because of the alternating angles and the desire for an open floor plan devoid of columns, the structure became a series of alternating concrete planes. These transfer the loads to the ground floor through point loads that essentially form 16 large columns. These with the egress stairs form the support for the upper three floors.
  • 27.
    1 2 Light frame steelframe roof 3 4 Exterior walls: 12” Concrete walls 5 6 Concrete Beam Vertical Chase 7 10” Concrete Slab Radiant Floor Heating in topping 8 Cooking Area commercial exhaust hood 9 10 Chiller and Boiler Room AHU for residential units beyond Public AHU Meters 1 2 4 3 5 6 7 98 10 mains water cooling tower chiller + boiler AHU AHU hp hp hp 1. concrete slabs 2” concrete topping w/ radiant heating subflooring 4” wood flooring 2. beam beyond 3. suspended ceiling 4. floor to ceiling glazing 5. structural wall 6. caisson 1. 2. 4. 6. meter roompublic AHU elevator maintainence chiller + boiler
  • 29.
    folding up theground enclosing home and people outside is inside HAIKU HOUSE: circulation The design process started with kirigami, the cut and folding of a single sheet of paper, which reflected my thoughts of what a home means. From there we were asked to take this kirigami and design a 1,000 sqft 3 bedroom single family home. My initial concept of a blurred inside/outside condition was achieved through a large glass facade. This area became the circulation space of the home and is located on one central axis.
  • 30.
  • 35.