Andrew Han SCI_arc 3A-3B Portfolio

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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