ANDREW HAN
SCI_arc Portfolio 3A+3B
Elevation - E
Elevation - S
Plan - a - level 0
Plan - a - level 0
3A Design Studio Instructor/ Alexis Rochas
01 \
Elevation - W
Plan - a - level 0
Plan - a - level 0
Precedent Study/ Partner/
One Shell Plaza, Houston, TX Randall Zaragoza / 02
Worm’s Eye Axonometric Chunk 03 \
Lower and Upper Floor Plans / 04
Axonometric Core Diagram 05 \
Axonometric Line Drawing / 06
07 \
Hotel & Office Tower/ Reforma, Mexico
Partner/ Randall Zaragoza / 08
East Elevation 09 \
Section Drawing / 10
Lower Office Floor Plan
Ground Floor Plan
11 \
Upper Hotel Floor Plan
Mid-level Amenities Floor Plan
/ 12
Office
e Core
Mechanical
Amenities
13 \ Massing Transformation Studies
Office
Mechanical
Amenities
e Core
Massing Transformation Studies
Massing Studies
/ 14
6’x10’x1” Glass Spandrels
2’x2’x11’ Concrete Columns
Base for Concrete Columns placement Floor Slab Teeth Floor Slab I-Beams
Commercial
Program Diagra
Tectonic Assembly Diagram
Elevators & Stairs
Circulation Plan and Axon Diagram
Circulation Diagrams 15 \
Mass to Core D
6’x10’x1” Glass Spandrels
2’x2’x11’ Concrete Columns
Base for Concrete Columns placement Floor Slab Teeth Floor Slab I-Beams
Commercial
Hotel
Office
Mechanical
Amenities
Program Diagram
n
s
mns
placement
Commercial
Hotel
Elevators & Stairs Office Mechanical
Program Diagram Circulation Plan and Axon Diagram
Amenities
Concrete Core
Mass to Core Diagram
Massing Tran
Program & Core Diagram
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6’x10’ Glass Lightweight Concrete Brise Soleil
2’x2’ Concrete Column
Concrete Shear
Concrete Floor
Floor Slab Steel
Tower Chunk Diagram 17 \
Glass Mullions Dry Wall Cover for Column
6’x10’x1” Glass Spandrels
2’x2’x11’ Concrete Columns
Base for Concrete Columns placement Floor Slab Teeth Floor Slab I-Beams
Commercial
Tectonic Assembly Diagram
Program Diagram
Tectnoic Assembly Diagram / 18
Hote
Model Photos 19 \
3D Powder Printed Massings / 20
Final Massing Iteration 21 \
Final Model Photo/ Close Up / 22
Final Model Photos 23 \
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3A Applied Studies/ Tectonics + Materiality
Precedent Study/ Netherlands Institue for Sound and Vision 25 \
Steel Frame
.
Precast Concrete
.
Double Glazing
.
Relief Cast Glass which is 10mm printed toughened glass
.
herlands
Instructors/ Partners/
Ramiro Diaz-Granados & Maxi Spina Joseph Suh, William Wang, Randall Zaragoza / 26
Bracing
.
35mm Steel Pivotin Frame
.
10mm Printed Toughened Glass
.
80mm Steel RHS Rail
.
Bracing
.
10mm Printed Toughened Glass
.
ø 24mm Steel Suspension Rod
.
Bolts
.
Nuts
.
160mm Steel RHS Rail
.
35mm Ste
10mm Printed
80m
10mm Printed
Openable Window Diagram 27 \
ø 24mm Stee
80mm Steel RHS Rail
.
Bracing Bracing
.
10mm35mm Printed Toughened Glass Steel Pivotin Frame
..
10mm Printed Toughened Glass
.
ø 24mm Steel Suspension Rod
.
80mm Steel RHSBolts Rail
.
Nuts Bracing Bracing
. .
160mm Steel RHSGlass Rail 10mm Printed Toughened 35mm Steel Pivotin Frame
. .
10mm Printed Toughened Glass
.
Tectonics and Materiality AS3033 Joseph Suh
ø 24mm Steel Suspension Rod
.
Bolts 80mm Steel RHS Rail
. .
Nuts Bracing
. .
160mm Steel RHS Rail 10mm Printed Toughened Glass
. .
Tectonics andWindow Materiality AS3033 Openable Details Joseph Suh / 28
Facade: Second Layer
.
Steel Clamps
.
Precedent Study: Netherlands Institute for Sound and Vision, Netherlands Facade System: Curtain Wall
Section Layers Diagram 29 \
Facade: First Layer
.
150mm Precast Concrete
.
Steel Bracket for Glazed Facade
.
Steel Nuts and Bolts
.
Steel Frame Mullion
.
Double Glazing Glass
Waterproof Layer
.
Vapour Barrier
.
Suspension Bracket for Glazed Facade
.
Aluminum Ventilation Grille
.
250mm Reinforced Concrete
.
I-Beam 140mm Bolted on Floor Slab
.
Double Glazing Glass
.
4mm Linoleum
.
80mm Screen
.
Chilled Beams
. .
90mm Wool/ Vapour Screening Layer
.
150mm Precast Concrete
.
15mm Coated Fiber- Cement Sheeting
.
Double Glazing Glass
.
Service Space Across Floor
Floor to Wall Tectonic Details / 30
Facade: Second Layer
.
Steel Clamps
First Layer Assembly Diagram 31 \
.
Facade: First Layer
.
150mm Precast Concrete
.
Steel Bracket for Glazed Facade
.
Steel Nuts and Bolts
.
Steel Frame Mullion
.
Double Glazing Glass
.
150mm Precast Concrete
.
Steel Bracket for Glazed Facade
.
.
.
Steel Nuts and Bolts
Steel Frame Mullion
.
150mm Precast Concrete
.
Steel Clamps
.
Steel Nuts bolted onto Clamps
.
Steel Frame
.
Nuts and Bolts
.
Steel Frame Mullion
.
Double Glazing Glass
Double Glazing Glass
Second Layer Assembly Diagram
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Enviornmental Systems Precedent Study: Netherlands Institute for Sound and Vision, Netherlands Facade System: Certain Wall
Sun Study Diagram/ Jan1 - Dec1 33 \
Wind Study Diagrams
/ 34
Summer Solstice
Precedent: Netherlands Institute of Sound & Vision Transformed Curtain Wall
Axonometric Chunk New Addition to Precedent: Conic Mesh Brise Soleil & Ext/Int Lightshelves 35 \
Exploded Assembly Diagram / 36
Summer Solstice
Solar Radiation Study Diagram 37 \
Winter Solstice
e
Tectonics & Materiality AS3033 Andrew Han, Zicong Wang, Joseph Suh, Randall Zaragoza
Solar Rays Section Diagram
/ 38
Group 8 Andrew Han
Lovell Beach House | Shadow Long Beach, CA 01 Oct 2016, 10 AM
3A Applied Studies/ Enviornmental Systems
Lovell Beach House/ Newport/ Shadow Density Diagrams 39 \
N W
E S
N
Sun Path | Latitude: 33.93 Lovell Beach House | Shadow Long Beach, CA 01 Oct 2016, 10 AM
Group 8 Andrew Han
Instructor/ Lecturer/ Partners/
John Bohn Jacob Chan Tony Avila, Anna Bahudian, Lisa Liang, Qianwen Liang / 40
Group 8 Andrew Han
Lovell Beach House/ Vienna/ Shadow Density Diagrams 41 \
Lovell Beach House | Shadow Vienna, Austria 01 Feb 2016, 1 PM
N W
E S
N Group 8 Andrew Han
Sun Path | Latitude: 48.12
Lovell Beach House | Shadow Vienna, Austria 01 Feb 2016, 1 PM
/ 42
Art Gallery Library/ Berkeley, CA
3B Design Studio Instructor/ Herwig Baumgartner
45 \
Partner/
Anna Bahudian / 46
47 \
+ 76’
+ 63’
+ 50’
+ 36’ - 10”
+19’
0’ - 00”
- 19’ - 00”
Section Line Drawing / 48
Ground Floor Plan
Second Floor Plan
Fourth Floor Plan
Fifth Floor Plan
1/32 Scale :
Ground, Second, Fourth, & Fitfh Floor Plan 49 \
1” 1/32” = 1’
N
N 1/16 Scale :
1” 1/16” = 1’
Third Floor Plan
Third Floor Plan / 50
main entries into the building. One is through
e front doors located in the central void caving
ons allowing a dynamic view when circulating.
Circulation
is very open and public, there are two main entries into the building. One is through The other main entrance is through the front doors located in the central void caving
located adjacent to the building’s canyons allowing a dynamic view when circulating.
Level 1
Level 2
Level 2
Level 3
Level 3
Level 4
Level 4
Level 5
Level 5 3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
Circulation & Core Diagram 51 \
Programmatic Organization The general massing of the building consists of one central mass with cantalevering pieces surrounding and intersecting the centerpiece. This allows a public central
20
into the Earth creating a very open and public space beneath the cantalevers. Spaces next couple levels of the building come the cantalevers and the centerpiece. The cantalevers becomes spaces that branch out from the central bookstacks, becoming but still accessable to the central bookstacks. The top canatalevers become garden
31.5
Program Book Stacks Reading Rooms Service Offices Exhibition Auditorium Lobby Cafe Garden Core
6
7 3
20
25
31.5
2 6.5
5 14
6
6
Programmatic Organization The general massing of the building consists of one central mass with cantalevering pieces surrounding and intersecting the centerpiece. This allows a public central into the Earth creating a very open and public space beneath the cantalevers. Spaces next couple levels of the building come the cantalevers and the centerpiece. The cantalevers becomes spaces that branch out from the central bookstacks, becoming but still accessable to the central bookstacks. The top canatalevers become garden Level 1
Level 2
Level 3
Level 4
Level 5
3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
Level 3
Level 4
Level 5
Program Book Stacks Reading Rooms Service Offices Exhibition Auditorium Lobby Cafe Garden Core
7 3
20
3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
25
31.5
2 6.5
5 14
6
6
Program Diagram / 52
Urban Strategy
ve tA ran
Du
t rof
nc
Ba
y Wa
CONNECTIVITY Open connection are necessary accross the site so that views and pedestrain connectivity is not interrupted.
ENTRANCE & SITE ACCESS Acces points in to areas of the project from site.
MASSING SITE STRATEGY Constraints placed on form and site stratefgy. Relationships of volumes are organized to articulate interior/exterior.
SITE SHADING Ground shading provided by relationship of volumes and roo face. 3B Design Studio/ AMIGAA: Articulation and Tectonics
t rof
nc
Ba
y Wa
ssary accross the site so that views and not interrupted.
GY m and site stratefgy. Relationships of volculate interior/exterior.
ENTRANCE & SITE ACCESS Acces points in to areas of the project from site.
SITE SHADING Ground shading provided by relationship of volumes and roof surface. 3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
Site Analysis 53 \
e
d by relating the another.
the ssing.
apart the to signify the e coherent massing.
,a eate
Massing Strategy Massing Strategy
Iteration_1:
A relationship between primitives was established by relating the common geometry and nesting them within one another. Iteration_1:
A relationship between primitives was established by relating the common geometry and nesting them within one another.
Iteration_4:
The masses are joined together and then broken apart to signify the
part to whole relationship in order to make a more coherent massing. Iteration_2:Iteration_4:
The masses are the joined together and then broken Using the primitive geometry, volumes were extended to useapart the to signify the partastowell whole relationship in order to make a more coherent massing. entirety of the Iteration_2: site as to meet the ground. Using the primitive geometry, the volumes were extended to use the
Massing Strategy entirety of the site as well as to meet the ground.
Iteration_2:
Using the primitive geometry, the volumes were extended to use the entirety of theIteration_2: site as well as to meet the ground.
Using the primitive geometry, the volumes were extended to use the entirety of the site as well as to meet the ground.
Iteration_5:
In an attempt to break up the relentless language of the massing, a
new massing was introduced to createa new relationship and create Iteration_5: Iteration_3: new relationships.
In an attempt to upmiddle the relentless language The massing was rearranged so break that the mass had more of the massing, a new massing introduced to createa new volume as wellIteration_3: as having thewas peripheral objects closer to therelationship ground. and create new relationships. The massing was rearranged so that the middle mass had more volume as well as having the peripheral objects closer to the ground.
Iteration_3:
The massing was r volume as wellIter as
The volu
Iteration_6:
Relationships to th lifted off the groun Iter site. Rela
lifted site.
3B Design Studio/ AMI
3B Desi
Iteration_5:
In an attempt to break up the relentless language of the massing, a
new massing was introduced to createa new relationship and create Iteration_5: Iteration_3: Iteration_1: new relationships. In an attempt to upmiddle the relentless language The massing was rearranged so break that the mass had more of the massing, a
A relationship between primitives was established by relating the massing introduced to createa new and create volume as wellnew as having thewas peripheral objects closer to therelationship ground. common geometry and nesting them within one another. new relationships.
Iteration_6:
Relationships to the other massing are resolved and the massing is lifted off the ground to suggest a more indifferent relationship to the Iteration_2:Iteration_6: site. Relationships to the other massing are resolved and the massing is Using the primitive geometry, the volumes were extended to use the lifted off the ground to suggest a more indifferent relationship to the entirety of the site as well as to meet the ground. site.
Iteration_3:
The massing was r volume as well as
3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu 3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
Iteration_6: Iteration_4: Relationships to the other massing are resolved and the massing is
The masses are joined together and then broken apart to signify the lifted off the ground to suggest a more indifferent relationship to the part to whole relationship in order to make a more coherent massing. site.
3B Design Studio/ AMIGAA: Articulation and Tectonics II/Baumgartner, Spina, Thomsen, Wu
Iteration_5:
In an attempt to break up the relentless language of the massing, a new massing was introduced to createa new relationship and create new relationships.
Iteration_6:
Relationships to th lifted off the groun site.
Massing Diagram / 54
3B Design Studio/ AMI
1’0” Reinforced Concrete Column
14” Steel Beam Joint
Brushed Steel Extruded Apertures
1’0” Steel I-Beam
1” thick Chrome Steel Panel
2” Hanging Gypsum Ceiling 3”-6” Steel Studs
1” Steel Rod Joint
2” Interior Gypsum Wall
1” thick Black Steel Panel Waterproof Membrane
6” GFRC Panel
18” Steel Slab Structure
Tectonic Chunk Diagram 55 \
6” Rigid Insulation
South Elevation Render / 56
Final Sectional Model Photos 57 \
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