Ashley Jackson Selected Works
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MASTER OF ARCHITECTURE · BS CIVIL ENGINEERING3805 State St. Dr. New Orleans, LA 70125
843 · 271 · 1926JacksonAshley
Dance Academy
Building Arts Institute
Welcome Center
Design Build Pavilion
Museum of the City
Art Museum
Fabrication and Representation
.01
.09
.13
.19
.25
.29
.35
A dance performance and learning facility located in the central business district. The formal distribution of spaces was inspired by the construction of a pointe shoe. The covered entrance space contains a staircase that connects the theatrics for the public to the private studios. The façade allows for views of the dancers on this staircase and in the studios. It is constructed of a series of louvers that provide protection from the elements but do not entirely enclose the building, allowing for natural airflow. The centralized courtyard assists to cool the building by enabling the stacked air effect. It also allows for natural lighting into the middle studios and is wrapped by walkways. These walkways provide for a transition space from the more dynamic circulation of the entrance as the dancers prepare to enter the studio spaces. The elements work together to provide visual connections of the dancers as if they are always performing.
Dance Academy
.01
Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
NEW ORLEANS, LA | Spring 2014
Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
Cut / Punch the components
Group the forms, Stack the Materi-als
Arrange, Connect the Wings and Stich to-gether the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural sup-port around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow sup-portive pieces to Harden
Facade and Circulation Inspiration and Initial Concept Diagrams
Layers of the Building Pointe Shoe Construction and Building Form Development
.03Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
1
2
3
4
5
A
B1
C
D
E
F
G
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C’
B’
A’
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D’
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1st FLOOR 1/8 SCALE
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2nd FLOOR 1/8 SCALE
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3rd FLOOR 1/8 SCALE
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4th FLOOR 1/8 SCALE
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1st FLOOR 1/8 SCALE
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B1
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2nd FLOOR 1/8 SCALE
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3rd FLOOR 1/8 SCALE
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4th FLOOR 1/8 SCALE
The Visual Connections of the Entrance Stair
Entrance Stair Landing
First Floor Plan
Third Floor Plan
Cut / Punch the components
Group the forms, Stack the Materials
Arrange, Connect the Wings and Stich together the Layers
Bend, Fold, Connect, Join, Stich
Insert Mold Form, Base Form of Sole
Wrap interior layers, Enclose, Trim and Remove Excess
Layer and Fold structural support around base
Wrap Exterior Envelope
Cap with Final Exterior Sole
Remove Mold, Creating Void, Allow supportive pieces to Harden
School Stair- Connects the Dance studio �oors while also allowing a moment to observe the studios
Performance Stair- Connects performance �oors with support �oors while allowing access to bookstore, café, and theater
ceremonial stair
convenient stair
Lift the site extents to the 65’ zoning limit
Slice
Remove Building Cores
Insert Courtyard Mold
Wrap Courtyad Mold with Circulation
Wrap Building At Edge of Site with bu�er
Remove Bu�er and Courtyard Space Translucency Through Site 1/16th Scale 4th Floor
Thick Mass Walls
Channel Glass Walls
Glass Walls
Channel Glass Railings
Mass
Assemby of Wall Types
Thick Mass Walls with Cut outs
Translucent Channel Glass
Clear Glass
Layers of Enevlope
Mass
Louver Facade and Fire Walls
Circulation Zone
Thick Front Wall
Channel Glass Between Studio
Drying Shed Image by Heike WernerRoman Ruins by Peter Zumthor
Pointe Shoe Ribbon
Louver Facade
Dancer StairNeues Museum by David Chipper�eld Architects
Bentini Headquarters by Piuarch
Thick Envelope Wall
Twisting Facade by Elena Caroline Anker Wong
Facade Concept
.05
FULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION B-B’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION C-C’ 1/8 SCALE
SOUTHFULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE SECTION D-D’ 1/8 SCALE
NORTH
FULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION B-B’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION C-C’ 1/8 SCALE
SOUTHFULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE
FULTON STREET S. PETERS STREET
SECTION A-A’ 1/8 SCALE SECTION D-D’ 1/8 SCALE
NORTH
Cross Section Through the Dance Spaces
Longitudinal Section Through the Entrance Stair and Interior Courtyard Study Parti Models
Detail A
Detail B
Detail C
14’
14’
18’
19’
2’
25’ 5”
3’
14’ 7”
13’ 5”
3’
2’
1’ 10‘’
1 Concrete Piles2 Concrete Footings3 Concrete Slab4 Vinyl Proctective Dance Surface; Plywood Sub Floor; Floor Supports; HVAC System5 Gypsum Board; Furring Strips; Concrete RIgid Insulation Composite Boards6 Double Glazed Glass; Aluminium Millions7 Wide Module Joist Concrete8 Weather Proo�ng; Insulation9 Insulation; Water Proo�ng; Cap10 Double Glazing; Wooden Louvers; Louver Frame; Glulam Beam11 Wooden Louver; Louver Fram; Glulam Colun
1
2
3
4
5
6
7
89
10
11
A B
2 3
B
A
4’ 4’ 4’ 4’ 4’ 4’4’
10’
10’
10’
10’
10’
10’
4’5”
FULTON STREET VIEW FULTON STREET ELEVATION 1/8 SCALE S PETERS STREET ELEVATION 1/8 SCALEFULTON STREET NIGHT ELEVATION 1/8 SCALE
Detail A
Detail A
Detail B
Detail B
Detail C
at 3” scale
at 3” scaleat 3” scale
Detail A
Detail A
Detail B
Detail B
Detail C
at 3” scale
at 3” scaleat 3” scale
Detail A
Detail A
Detail B
Detail B
Detail C
at 3” scale
at 3” scaleat 3” scale
2 3
B
A
4’ 4’ 4’ 4’ 4’ 4’4’
10’
10’
10’
10’
10’
10’
4’5”
Detail A
Detail B
Detail C
Detail Facade Wall SectionDetail Facade Wall Elevation
Detail Facade Wall Plan Facade Elevation Thumbnail
.07
Location of secondary columns
Location of beams and columns
Primary Beams
Primary Columns
Relective 4th Floor Ceiling Plan 1/16 scale
1 st Floor Plan 1/16 scale
This is a concrete wide module joist system. The moment frame connections resist the lateral forces.
The beams are 1’ by14” and run perpendicular to the joists for the length of span.The columns are underneath the beam spaced withen the span length. The y are 1’ x1.5’ and are the height of the �oor. They sit on top of the column on the �oor below it. There are a coupld of columns that are 2’x1.5’ where the span is larger than typical.
JoistsSecondary Columns
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
30’
16.5’16.5’
30’
30’
14’
30’
24’
16.5’
16.5’
24’
7’
B
C
D
E
F
G
H
1
2
3
45
A
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
Poured in Place Wide- Module Joist System
14”
5’6”
4.5”
The joist in this system actas aparallel beams. They are designed as T-beams.
Allowable width (clear distance between two consecutive joists, measured at bottom of joists is up to 53’; However typically are formed with premade forms in segmenets of 20’ or 30’.
DIstribution ribs are formed perpendicular to joists at 15’ intervals fr spans over 30’.
This is an example of a precast joist system by Pujol. It is at a much larger scale than what is needed for this project. However it gvies
a good example of the aesthics of this concrete system.
Veritaical Chase
HVAC Distrubutation
HVAC System Diagram
Conditioned Space
Veritaical Chase / Mech Housing
HVAC Distrubutation
3rd Floor HVAC System Diagram
Conditioned Space
Detail of the in �oor system
Permable Facade
Permable Facade allows for air to move through the building and helps move hot air out through courtyard by stack e�ect.
The Project uses �oor distrubution system. This allows for the conrete joists to be exposed. The �oor already has tobe thick for the accomindation of the dance �oor.
The building has an open (non enclosed facade) on both sides, allowing for the air to move more freely through builidng it is through this that the air will be intook and exhausted.
Veritaical Chase
HVAC Distrubutation
HVAC System Diagram
Conditioned Space
Veritaical Chase / Mech Housing
HVAC Distrubutation
3rd Floor HVAC System Diagram
Conditioned Space
Detail of the in �oor system
Permable Facade
Permable Facade allows for air to move through the building and helps move hot air out through courtyard by stack e�ect.
The Project uses �oor distrubution system. This allows for the conrete joists to be exposed. The �oor already has tobe thick for the accomindation of the dance �oor.
The building has an open (non enclosed facade) on both sides, allowing for the air to move more freely through builidng it is through this that the air will be intook and exhausted.
Location of secondary columns
Location of beams and columns
Primary Beams
Primary Columns
Relective 4th Floor Ceiling Plan 1/16 scale
1 st Floor Plan 1/16 scale
This is a concrete wide module joist system. The moment frame connections resist the lateral forces.
The beams are 1’ by14” and run perpendicular to the joists for the length of span.The columns are underneath the beam spaced withen the span length. The y are 1’ x1.5’ and are the height of the �oor. They sit on top of the column on the �oor below it. There are a coupld of columns that are 2’x1.5’ where the span is larger than typical.
JoistsSecondary Columns
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
30’
16.5’16.5’
30’
30’
14’
30’
24’
16.5’
16.5’
24’
7’
B
C
D
E
F
G
H
1
2
3
45
A
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
Poured in Place Wide- Module Joist System
14”
5’6”
4.5”
The joist in this system actas aparallel beams. They are designed as T-beams.
Allowable width (clear distance between two consecutive joists, measured at bottom of joists is up to 53’; However typically are formed with premade forms in segmenets of 20’ or 30’.
DIstribution ribs are formed perpendicular to joists at 15’ intervals fr spans over 30’.
This is an example of a precast joist system by Pujol. It is at a much larger scale than what is needed for this project. However it gvies
a good example of the aesthics of this concrete system.
Location of secondary columns
Location of beams and columns
Primary Beams
Primary Columns
Relective 4th Floor Ceiling Plan 1/16 scale
1 st Floor Plan 1/16 scale
This is a concrete wide module joist system. The moment frame connections resist the lateral forces.
The beams are 1’ by14” and run perpendicular to the joists for the length of span.The columns are underneath the beam spaced withen the span length. The y are 1’ x1.5’ and are the height of the �oor. They sit on top of the column on the �oor below it. There are a coupld of columns that are 2’x1.5’ where the span is larger than typical.
JoistsSecondary Columns
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
30’
16.5’16.5’
30’
30’
14’
30’
24’
16.5’
16.5’
24’
7’
B
C
D
E
F
G
H
1
2
3
45
A
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
FIXT_CODE
FU_TOTAL
FU_WASTE
FU_HOT
FU_COLD
Poured in Place Wide- Module Joist System
14”
5’6”
4.5”
The joist in this system actas aparallel beams. They are designed as T-beams.
Allowable width (clear distance between two consecutive joists, measured at bottom of joists is up to 53’; However typically are formed with premade forms in segmenets of 20’ or 30’.
DIstribution ribs are formed perpendicular to joists at 15’ intervals fr spans over 30’.
This is an example of a precast joist system by Pujol. It is at a much larger scale than what is needed for this project. However it gvies
a good example of the aesthics of this concrete system.
Poured in Place Wide - Module Joist System
Reflected Ceiling Plan
Floor Air Distribution System DetailStructural Basswood Model Detail
The structural system was based on a module concrete joist system. The cross beams running through the studios allows for placement of lights and a sense continuity through the spaces. The floor air distribution system would allow for joists to be exposed while accommodating the special dance flooring needs in dance studios.
Structural System Axonometric Diagram
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby.09
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
Library
Classroom
Auditorium
GalleryCommon Work
Homes
O�ces
Lobby
A live and work community located in the central city neighborhood for artists of the various building arts including brick masonry, carpentry, and plastering. The rhythm of scale created by the various vacant lots, homes, and cemeteries in the surrounding area directed the relationship of the program. A material study of bricks inspired an undulating wall that wraps the entrance and brackets the gallery. The wall is designed to celebrate the many characteristics and capabilities of brick, including the various arrangement patterns in relationship to itself.
Building Arts InstituteNEW ORLEANS, LA | Fall 2014
Location of Site in the City Site Neighborhood
Site Parti Model
Lot Divisions
Built Density
Vacant Lots and Buildings
Continuity of Block
Public and Private Spaces
Relationship of Site to Surroundings
Circulation Hierarchy
first floor plan
.11
Section through Residence, Work Studio, and Gallery
First Floor Plan
Front of Model
Side of Model
Detail Section and Elevation of Brick Wall
.13
A welcome center for the Igualada Cemetery by Enric Miralles and Carme Pinos, designed in the architectural language expressed by Adolf Loos in the Tzara House. The concepts of the Tzara House were explored through comparison to a walnut. Diagraming and modeling were used to explore these relationships and ordering of the spaces. The design of the welcome center incorporates terracing, embedding into the ground, multiple levels, and privileged views. The concepts of the Igualada Cemetery were used in comparison to the Tzara House to locate and contextualize the welcome center in the cemetery.
Welcome CenterIGUALADA, SPAIN | Spring 2013
Drafted Elevations, Sections and Plans of a walnut and the Tzara House
.15
Spatial Sequence Public and Private Sets and Subsets Spatial Density Owner and Renter
Walnut Shell and Nut Diagrams
Spatial Sequence Public and Private Sets and Subsets Spatial Density Owner and Renter
Tzara House Diagrams
Owner and Renter
Sets and Subsets
Spatial Sequence
Floor Slabs and Split Levels
Sky, Ground, and Building Materiality
GROUND FLOOR 1/8 SCALE
SECOND FLOOR 1/8 SCALE
TOP FLOOR 1/8 SCALE
A
A
A
B
B
B
C
C
C
A SECTION 1/8 SCALE
A SECTION 1/16 SCALE
C SECTION 1/8 SCALE
ROOF DIAGRAM 1/32 SCALE
GROUND FLOOR 1/8 SCALE
SECOND FLOOR 1/8 SCALE
TOP FLOOR 1/8 SCALE
A
A
A
B
B
B
C
C
C
A SECTION 1/8 SCALE
A SECTION 1/16 SCALE
C SECTION 1/8 SCALE
ROOF DIAGRAM 1/32 SCALE
SLIDING FACE SLABS
EMBEDDED VOLUMES
INTERSECTING AXIES
TERRACE PROCESSION
CONNECTING PATHS
B SECTION 1/8 SCALE
ELEVATION 1/16 SCALE
C SECTION 1/16 SCALE
SLIDING FACE SLABS
EMBEDDED VOLUMES
INTERSECTING AXIES
TERRACE PROCESSION
CONNECTING PATHS
B SECTION 1/8 SCALE
ELEVATION 1/16 SCALE
C SECTION 1/16 SCALE
.17
Elevation
Diagrams of the Site
Terrace Procession
Intersecting Axis
Embedded Volumes
Sliding Face Slabs
Section through Building and Site
Building in Site Model Section through Terrace
GROUND FLOOR 1/8 SCALE
SECOND FLOOR 1/8 SCALE
TOP FLOOR 1/8 SCALE
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A SECTION 1/16 SCALE
C SECTION 1/8 SCALE
ROOF DIAGRAM 1/32 SCALE
GROUND FLOOR 1/8 SCALE
SECOND FLOOR 1/8 SCALE
TOP FLOOR 1/8 SCALE
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A SECTION 1/8 SCALE
A SECTION 1/16 SCALE
C SECTION 1/8 SCALE
ROOF DIAGRAM 1/32 SCALE
GROUND FLOOR 1/8 SCALE
SECOND FLOOR 1/8 SCALE
TOP FLOOR 1/8 SCALE
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ROOF DIAGRAM 1/32 SCALE
First, Second, and Third Floor Plans Gallery Space with Views to Terrace and Cemetery
.19
The Alpine Meadows Park Pavilion was designed and built for the community of Alpine Meadows. The design was inspired by the landscape of the surrounding wilderness which was explored through various hikes and camping excursions. The steep pitch of the roof reflects the mountains, and the shape is indicative of the vernacular hay barns. It was constructed with the use of local materials of reclaimed douglas fir and steel. Special attention was given to the high west and east winds and to the high snow loads. Sun and wind screens were developed for the east and west side of the pavilion. A custom scupper was designed to shield the entrance to the pavilion from sun and rain.
Design Build PavilionLINCOLN COUNTY, WY | Summer 2014
Rain and Snow Guard Detail Reclaimed Wood and Steel Wall Detail
Team of International StudentsTeam Photographer: Eugene B.
Pavilion From Street Approach
Roof Pitch and Steel Column Detail
3'
11'-0
5 16"
7'-9
1 2"
12'-1
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3'
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3'
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85°
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.21
East Elevation
West Elevation West Elevation Construction Drawing
East Elevation Construction Drawing
578"
258"
1'-5"
112"
514"
1'-10"838" 51
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1 716" 25
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2"51 2"
2"
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1. STEEL COLUMN BASE PLATE
4. STEEL COLUMN BASE PLATE
2. WOOD COLUMN BASE PLATE
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3. STEEL COLUMN BASE PLATE
6. WOOD COLUMN BASE PLATE
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HHS 4" X 8"
4" X 4" TUBE STEEL
WELD
4" X 4" TUBE STEEL
WELD
STEEL SHOULDER
STEEL COLUMN
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8"
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4. LADDER DETAIL
2. SHOULDER DETAIL 3. GLULAM WITHOUT COLUMNSCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"
SCALE: 1/2"=1'-0"
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5. CLEVIS CONNECTIONSCALE: 1/2"=1'-0"
6. LATERAL BRACING CONNECTIONSCALE: 1/2"=1'-0"
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HHS 4" X 8"
4" X 4" TUBE STEEL
WELD
4" X 4" TUBE STEEL
WELD
STEEL SHOULDER
STEEL COLUMN
6"4"
4"
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3" 7"
8"
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2. SHOULDER DETAIL 3. GLULAM WITHOUT COLUMNSCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"
SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"
5. CLEVIS CONNECTIONSCALE: 1/2"=1'-0"
6. LATERAL BRACING CONNECTIONSCALE: 1/2"=1'-0"
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578"
258"
1'-5"
112"
514"
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4"
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8"
2"51 2"
2"
2"4"
2"
4"4"
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1. STEEL COLUMN BASE PLATE
4. STEEL COLUMN BASE PLATE
2. WOOD COLUMN BASE PLATE
5. WOOD COLUMN BASE PLATE
3. STEEL COLUMN BASE PLATE
6. WOOD COLUMN BASE PLATE
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Detail of Steel Columns, Glulams and Roof
Steel Shoulder Detail
Steel Column Detail Wood Column Base Detail
Wood Column Base Detail
.25
An educational museum about the city of New Orleans located in the Marigny neighborhood. The city and neighborhood were analyzed through a series of diagrams and models. Partners teamed up to produce a wall of the surveyor, which is the product of the combination of the individual analysis. The wall of the surveyor is a model of the rhythm of New Orleans and the Marigny. The characteristics of the historic plantations lots, growth of the city, the negative elevation, depth of flood waters, the switching grid of the Marigny, and the traditional shotgun style home were embodied in the model. The museum was designed in the same partners to embody the wall of the surveyor, while providing gallery spaces.
Museum of the CityNEW ORLEANS, LA | Fall 2012
Building Design Partner: Claire L.B.
Fabric and Rhythm of New Orleans
Population Density, Rural and Urban Land Forms
.27Wall of the Surveyor Model Wall of the Surveyor Model Side Detail
Open Green Spaces in the MarignyWall of the Surveyor Model Top Detail
Traffic Flow, Building Uses, and Site Location
.29
An art museum with apartments and a learning center located along the Tiber River. The site is located on top of the ruins of ancient Roman horse stables of the Circus Maximus. This site is politically charged and is one of the few vacant sites in Rome, due to the many iterations the city has gone through in the past years in attempt to develop it. The art museum engages with the rich context of Rome, while being bracketed between Lungotevere and Corso Vittorio which is lined with churches and paths the way to the Vatican. The building negotiates the elevation difference of Lungotevere along the river and Via Giulia by providing a connection through the galleries and courtyard. A piazza extends from across Via Giulia and along the building and provides views to the ruins and an interactive archeology lab.
Art MuseumROME, ITALY | Fall 2014
Diagram of Main Axis and Super Block Structures
Site Plan Density and Main Pathways
.31
Watercolor Study of the Campidoglio Watercolor Study of the Gesuati Material Study of the Courtyard and Wall System
View from Classroom to Learning Center and Side Courtyard
Elevation of Main Entrance on Lungotevere Street
Section through Piazza and Side Elevation of Art Museum
Elevation Study of Piazza Side of Via Giulia
Elevation Study of Museum and Via Giulia
Elevation Study of Museum and Section through Courtyard
Elevation Study of Museum and Lungotevere
.33
Second Floor Plan
First Floor Plan
Section through Galleries and Courtyard
Section through Gallery on Lungotevere Side and Residences
Elevation on Via Giulia Side
Section through Gallery on Via Giulia Side
View up into Gallery on Via Giulia Side from Cafe and Bookstore
.35
Acrylic model designed in Rhino as a play between a regular cube and a continuous hollow tube. The computer was used to create the fabrication file of the model using the laser cutter. The file was further manipulated to remove layers and emphasis the hollow tube, before it was assembled.
The concrete coffee table was digitally designed with similar concepts as the acrylic model. The construction of it consisted of creating molds for the concrete. The molds were made using a cnc mill. The table itself is made of stacked layers which are spaced apart by the outer edge of the void that carves through the table.
Fabrication and RepresentationDigital Fabrication and Drawing
Top of Model
Back of Model
Side of ModelFront of Acrylic Model
The Concrete Table was designed and constructed in a team of five.
Top of Model
Back of Model
Side of Model
Top and Side of Concrete Table
Side Detail of Concrete Table
Front of Concrete Table with View of Top Concrete Coffee Table
.37
Pears on Window Sill | Pencil Still Life
Adaptation of Pears on Window Sill | Pastels and Pencil
Drawings from European Sketchbook | Marker and Ink
Breaking the Mold| Marker
MASTER OF ARCHITECTURE · BS CIVIL ENGINEERING3805 State St. Dr. New Orleans, LA 70125
843 · 271 · 1926JacksonAshley