Undergraduate architecture portfolio

B h a r g a v U N D E R G R A D U AT E

S r i d h a r

A R C H I T E C T U R E

P O R T F O L I O

This document presents a series of selected works which are the results of my explorations, exhibiting my first steps as a student of architectural design. The projects consist of a range of ideas at different scales of thought and considerations, enlisting techinical skills and knowledge from computation to producing physical models, design documentation and drawings.

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

i

OTHER WORKS

DOCUMENTATION STUDIES

INTENSIVE PROJECT

CORE STUDIO-WORK

CO NTENTS

Semester 2

|

1-2

About Me

3-6

Studio Fire (A)

2014

UNIVERSITY OF MELBOUR NE AR CHIVES

7 - 10 Semester 2

|

2014 11 - 14

Semester 2

|

2013

15 - 18 Summer

|

2014

19 - 20 Semester 1 |

2014

21 - 22 Winter |

2014

Studio Fire (B) O U T R É GA L LE R Y Studio Air A GATEWAY TO WYNDHAM CITY

AA Visiting School Sydney MA-TRIX

Construction Design AXONOMETRIC DETAIL DRAWING

Paintings EAMES CHAIR | alla prima ‘FALLING WATER’ | oil on canvas

ii

B h a r g a v

S r i d h a r

My own agenda in engaging with architecture has certainly evolved over the course of the three years in undergraduate study. To me, the most inspirational works of architecture can be judged by the depth of the conversation it conceives.

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

3

About

Contact Me: e-mail: bhargav.architecture@gmail.com

Model Making Hand Drawing Painting Photography Saxophone

4

Other Relevant Skills

Laser Cutter 3D Printing

Microsoft Powerpoint

Fabrication

Card Cutter

Graphic Design and Word Processing

Grasshopper V-Ray Rendering

Adobe Photoshop Adobe Illustrator Adobe Indesign Microsoft Word

3D Modeling and Drafting

Autodesk AutoCAD Autodesk Revit Google Sketchup Rhinoceros 3D

Me

B h a r g a v

S r i d h a r

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

The brief calls for the redesign of the current archives building for the University of Melbourne, to be located in the bustling suburb of Brunswick, Victoria.

Along with storage for 50km of archive material, the features include a reading room, an exhibition space, reception, offices as well as archival processing and research areas. An additional apartment component is also included to allow for visiting scholars.

The concept of the building stems from personal experiences in discovering Brunswick and the concept of an archive building. The proposal intends to engage with the notion of graffiti inspiring curiousity and interest in the archives. The layers of emotion depicted by the graffiti artists of Brunswick presents a certain pull towards the laneways against the main roads themselves. While Sydney Road’s shop fronts hold a prominent attraction point, the network of laneways shifting away from Albert street pulls the wanderer in.

This notion of graffiti is translated through the use of perforated pattern work on surfaces, enabling light to illuminate the corridoors along the boundary. These areas also act as breakout spaces inviting visitors to pause and reflect upon their experience of the archives. The patternwork of continues through the interior walls of the atrium adding a level of texture to the interior surface, guiding the visitor towards key functions. Larger openings are added to allow visitors to peer into the interior spaces such as the exhibition space as well as moments of the archive building.

The design proposal attempts to instill an evocative experience targeting the general public to discover the archives. The key spaces within are embellished by open circulation corridoors and breakout spaces enriching the qualities of reflection and thought, coherent in an archive research environment.

Studio

Fire

(A)

|

University

of

Melbourne

Archives

B h a r g a v

S r i d h a r

perspective at night

facade design process

site plan floor plans form and spatial organisation

G

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

1

7

perspective sections

reading room interior perspective

facade construction exploded axonometric

2

interior corridoor north elevation

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B h a r g a v

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U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

The concept stems from the notion of revealing characteristics of Brunswick which are otherwise ignored. The network of laneways personalised by the graffiti artists describe Brunswick under a new light.

The aim of this project to employ a similar notion of exposing Brunswick by peeling away from its existing boundaries, giving rise to new surfaces along with the introduction of Outré Gallery.

The building in itself peels away from its adjacent surrounding, breaking the rhythm along the street. The corner points shrink away creating opportunity for entrances into each of the spaces. The floor plates are misaligned to create several typologies such as voids and overhangs.

These features create a base upon which surface treatments and materiality are explored to further emphasise this notion of “peeling away”.

Timber is selected as the primary material as it represents surfaces which are new and and emerge from the existing boundaries. Untreated concrete walls and floors express the rustic feeling of Brunswick upon which one may observe the timber grain lines from the boards which have been “peeled away”. These continue along the façade as entry points are characterised by the timber panels opening away inviting the passer-by.

The spatial organisation was considered in a similar manner. The initial mapping of spaces and circulation defined by structural walls were further elaborated using the timber surfaces which formed a fluid system where elements of shelving would morph into seating, and then further into staircases and counters etc. The location of these elements further refined the circulation as visitors are directed in weaving pathways. Staff access routes are more direct to ensure smooth workflow in transporting objects and books.

Overall the project intends to be both fluid and seamless presenting fragmented views both internally and externally, revealing both material textures, artwork and features of Brunswick under new framework.

Studio

Fire

(B)

|

Outré

Gallery

B h a r g a v

1 0

artists impression

S r i d h a r

floor plans

G

site plan

1

interior layout and circulation axonometric view

sections

2

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

1 1

gallery interior perspective

gallery counter exploded axonometric

cafe entrance

1 2

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U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

The project focuses upon the impact of computational design on architecture.

Parametric modeling combined with an iterative methodology forms the basis of the design process, aimed at ultimately arriving at a result which appropriately engages with the constraints and requirements of the brief.

One of the key aspects of the studio was to explore a specific element of parametric modeling and apply research into relevant precedent works and reverse engineering to quicken the process of achieving suitable algorithms for computation.

Physical prototyping utilising available resources engaged with the physical limitations of materiality and construction when exploring potential design outcomes. Patterning and Tesselated geometries were explored in length as part of the research into parametric modeling.

The studio brief calls for a ‘gateway’ to the City of Wyndham, Victoria, aimed at establishing a unique identity which defines the rapidly developing western suburbia. The site overlooked major highways which form the routes in and out of Wyndham. A stopover point at a Caltex was a primary access point for visitors.

The final outcome was intended to move away from a large highway installation, to form a pavillion within which one may be isolated form the fast-paced traffic which surrounded the site. The Werribee River was a key focal point of the tourism in Wyndham City and reflected the identity of the western surburbia. The pavillion therefore attempted to engage in similar subtle experiential qualities of solitude and serenity which may be observed when one visits the river.

Light which is filtered through the funnels in nonlinear patterns aim to produce a sense of stillness inside, contrasting the motion of locomotives outside.

Ultimately, the ‘gateway’ to Wyndham is produced as a result of the experience within the pavilion as opposed to a physical ‘gateway’ as such which one may drive by.

For more details on the project, kindly visit my project report at http://issuu.com/ bhargavsridhar/docs/cfi_585591_bhargavsridhar

Studio

Air

|

A

Gateway

to

W y n d1 1h a m

City

B h a r g a v

1 4

S r i d h a r

entrance from the parking at Caltex

Structural Frame

interior perspective Pentagons + Non-Funnels

Base Geometry

Pattern + Form

Triangulation

Organising Lists

Final Outcome

Base Surface

Big Opening Funnels Small Opening

Flooring

parametric pseudocode | algorhythmic workflow

final model

U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

1 5

Funnel Extension Triangulated Panels

Steel Frame Bolt Connection

Kerfing Incisions

Pin and Cam System

Steel Frame

Pin

Funnel Component

construction detail prototype

Cam

interior perspective 1 6

B h a r g a v

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U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

The project focuses on employing extensive singular ruled elements to define spatial and experiential conditions.

The project delves into the realm of discrete vs. nondiscrete relationship within the architectural discourse.

The site allocated was an entrance to the university courtyard at the architectural design campus at the University of Technology, Sydney. The overall duration of the project from inception to completion was two weeks. A strong focus on digital and physical prototyping ensured the feasability at various scales.

Parametric modeling tools laid the foundations for the chosen design methodology and enabled a fast paced iterative process within a strong collaborative environment. The construction phase was a brief two day build upon which several physical constraints, such as the site boundary limitations, were resolved.

The limited anchor points available on site heavily restricted the amount of variation in surfaces which could be achieved. Tables and benches formed the horizontal plane for the first set of points. The louvres adjoining the columns formed the vertical plane for the second set of points. Rope of different lengths and specifications were tested for efficiency, strength and aesthetics. The parametric model generated enabled an accurate estimation of the amount of material which would be required for the construction of the outcome at 1:1.

The outcome of the project was reveiwed by several notable members of the international community of architects such as Donald Bates (LAB Architects), Jeffery Turko (Nekton Studio), Ian Maxwell (supermanouvre), Paul Loh (Power to Make) etc. enabling a wide array of expertise providing feedback and guidance throughout the project duration.

AA

Visiting

Scho ol

Sydney

|

Ma-trix

B h a r g a v

1 8

S r i d h a r

Spatial conditions and views defined by dense singular ruled elements

AA

Visiting

U N D E R G R A D U AT E

Scho ol

A R C H I T E C T U R E

Sydney

P O R T F O L I O

|

MA-TRIX

1 9

final outcome perspective

FRAMEWORK

MULTIPLE PLANES

GRID POINTS

CONNECTING 2 SETS OF POINTS

ADJUST LOCATION OF PLANES

REFINED OUTCOME

design workflow diagram

iterative process through modelmaking photographs

2 0

B h a r g a v

S r i d h a r

This project engages significantly upon the analysis and appreciation of construction methodology. The focus of construction analysis is a contemporary school building designed by McBride Charles Ryan. Complete sets of architectural and structural documentation as well as a geotechnical report, were provided with permission from the architects, to obtain a strong understanding of building components and specifications.

A section of the building was to be represented as an axonometric detail drawing explaining all of the building components and construction phases from foundations to cladding and finishes, featuring architectural details such as vapour prevention and constructability details.

A model was also constructed to reveal these elements exhibiting materiality and construction methodology.

Relevant research was also conducted to obtain further insight into building code and standards.

The by

results were the subject

successful as approved tutor and co-ordinator.

1:20 model

U N D E R G R A D U AT E

A R C H I T E C T U R E

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2 1



NOTES AND SPECIFICATIONS

1°

al l 49

8. GA2 Steel Angle 9. GFS1 Fixing Strap

Structural Steel

1

13. Universal Beam (UB)(hot-rolled) of the following specifications:  460UB67 with Shear studs in pairs at 300mm spacing (10mm cleat plate with 6 cfw, 5M20 bolts).  460UB67 with Shear studs at 200mm spacing (10 mm cleat plate with 6 cfw, 5M20 bolts).  360UB45 with Shear studs at 200mm spacing (10 mm cleat plate with 6 cfw, 4M20 bolts).

14. All intermediate floor beams to be encased with 1 layer of 13mm thick fire-rated plasterboard (Refer to Detail 1 for installation detail and specification).

15. Steel Column Hollow Sections (RHS)(hot-rolled) of the following specifications:  150 x 100 x 6mm RHS.  200 x 100 x 9mm RHS. 16. All ground floor columns are to be encased with 2 layers of 25mm thick fire-rated plasterboard.

17. Column attached into the rebate with the following:  10mm thick base plate with  20mm nominal grout and  2M16 Chemset Anchors,  120 min Embedment typically 18. Parallel Flange Channel (PFC)(hot-rolled) of the following specifications:  250 PFC (10mm thick end plate with 6 cfw, 4M20 bolts).

19. Rectangular Hollow Sections (RHS) of the following specifications  200 x 100 x 6mm RHS (10mm thick end plate with 6 cfw, 4M20 bolts).  250 x 150 x 5mm RHS (10mm thick end plate with 6 cfw, 4M20 bolts).

0 20 1: Fa

Detail 2:

41

ll

1. Welded Steel Finial From 3mm Steel

7. GL10GypLyner Steel Framing Clips

40

2. Base Plate (2mm thick)

8. GA2 Steel Angle

3. Timber Batten (MGP 110 x 45mm)

2

9. GFS1 Fixing Strap

4. Timber Packer

9

32

5. Timber Batten (MGP 70 x 35mm)

6

Detail 2:

1

3

Fall

4

9

5

31

Wall Framing

10. Lysaght Longline Profile

23. Timber MGP10 studs (90 x 45mm) spaced at 450mm centres. Double studwork at steel column. Triple studs at wall junctions (to attach plasterboard) 24. Noggings typically at 1350mm max spacing.

Additional noggings required for fittings and joinery units such as whiteboards etc.

25. Steel bracing at minimum 30° to maximum 60° spanning 1800 min to 2700 mm max. Looped around bottom and top plates.

26. Timber Lintel (140 x 100mm) (spanning across steel columns)

61 47

6. Timber Rafter (MGP 190 x 35mm)

8

20. 135mm thick Slab. Soffit to be exposed.

Reinforcement: R818 Mesh plus 10N10 - 200 Top, N10-200 with N10-250 Tie Steel Bottom.

21. Temporary rigid conventional formwork. Design by builder.

22. Shear Studs (19mm diameter)



5. Timber Batten (MGP 70 x 35mm) 3

First Floor Slab

18

9. Lysaght Longline Valley

7

4. Timber Packer

Load Path

8. Lysaght Colourbond Ridge Capping notched into Longline Profile

FFL 52.210

3. Timber Batten (MGP 110 x 45mm)

2

55

7. Ridge Cleat Plate 6

10 2. Base Plate (2mm thick)

8

19

39

6. Timber Rafter (MGP 190 x 35mm)

8 1. Welded Steel Finial From 3mm Steel

57°

4

7

1° F

7. GL10GypLyner Steel Framing Clips

6. GL1 Lining Channel

1

Ground Floor Slab

6. 50mm compacted sand laid on top of 0.2mm polythene vapour membrane.

7. Ground Floor Slab 100mm thick.  Reinforcement: SL92 Mesh Top (20mm Cover) 8. Column Rebate - 100mm deep.

9. Bar chairs spaced 400mm apart to lift reinforcement to required level.

10. Edge Rebate - 100mm deep.

11. Concrete Paving - 100mm thick. Slope away from building.

12. Control joints (to induce cracking)  1200mm spacing.  5mm wide x 50mm deep.  Dowel bar - 200mm length, 12mm diameter. Coat with an approved bond breaker and grind ends smooth.

44

6. GL1 Lining Channel

4. GA2 Steel Angle

3

50

4. GA2 Steel Angle

5. Glasroc F Firecase Screws 3

Footings

1. Angle of Influence - 45° 2. Mass Concrete - laid to 100mm below founding depth.

3. Edge Beam - 900 wide x 500mm deep.  Reinforcement: SL92 Mesh Bottum plus 5N20 Top & Bottom Longitudinal.

4. Pad Footing - 2000 x 2000 x 500mm deep.  Reinforcement: 7N12 EW Bottom - Cog 300 at end.

5. Intermediate Beam - 400 wide x 500mm deep.  Reinforcement: 3 L11TM Bottom.

5. Glasroc F Firecase Screws

3. All intermediate beams are encased in 1 layer of fire rated plaster board (Gyproc FireLine - 13mm)

10

Crushed Rock Fill - 150mm layers Moist Grey Silty Sand. dense (below 700mm) Moist Grey Brown orange mottled sandy silty Clay. Stiff (below 1200mm) Dry Pale Brown Extremely Weathered Rock.

Low Strength (below 1500mm)

Fa

3. All intermediate beams are encased in 1 layer of fire rated plaster board (Gyproc FireLine - 13mm)

2. Shear Studs - 19mm Ø, welded in pairs at 300mm max centres(as specified)

56

Thermal and Moisture Protection

58

27. External Wall Insulation: Foilboard Insulation Panel (20mm thick). R 2.6 28. Acoustic Insulation between internal wall framing.

Tontine Backliner 50mm thick polyester blanket.

29. Roof Insulation and Sarking: Combined R 4.0.

Bradford roof blanket.

30. Polyester vapour membrane (0.2mm).

7. Ridge Cleat Plate 10

SCALE 1 : 5Valley 9. Lysaght Longline

oo

-

38

31. MGP10 timber rafters (190 x 35mm) spaced 1220mm max. centers.

32. MGP10 timber battens (70 x 35mm) spaced 900mm max. centers.

33. MGP10Ceiling Purlin (190 x 35mm) spaced 1220mm max. centers.

34. MGP10 Trimmer (190 x 70mm).

35. MGP10 Timber Dropper (140 x 45mm).

36. Timber support for box gutter (90 x 45mm) 37. Zincalume box gutter (300mm wide x 125mm deep) set (allow min 1:200mm fall) on marine grade structural plywood support (32mm).

38. Colourbond Flashing notched over longline profile.

39. Steel angle gutter support brackets (cold-formed) (50 x 50mm) spaced 900mm max. centers.

40. Zincalume box gutter (500mm wide x 100mm deep) set (allow min 1:200 fall) on marine grade structural plywood support (32mm).

41. Colourbond flashing over lapping box gutter.

42. Lysaght Longline 305 roofing. Shale Grey.  305mm cover. Lapped with concealed clip fixings.  Overhang at box gutter with edges down turned.

43. Flat sheet Colorbond Roofing with Upturn (1° Fall).

44. Colourbond ridge capping notched into longline profile.

57

rid r

5

Roofing

ROOF JUNCTION DETAIL 0

20

SCALE 1 : 5

42

8. Lysaght Colourbond Ridge Capping

SPANDEK TO Profile LONGLINE DETAIL 2 notched into Longline

or

-

29

6

4 9 FIRE-RATED PLASTERBOARD ENCASEMENT DETAIL

C

DETAIL 1

Fa

7

25

ll

NOTES AND SPECIFICATIONS

10. Lysaght Longline Profile

37

Detail 1: 1. B1 (refer to primary axo drawing for location) - 460UB67

FFL 48.710

2. Shear Studs - 19mm Ø, welded in pairs at 300mm max centres(as specified)

Doors and Windows 35

Moist Grey Brown orange mottled sandy silty Clay (stiff)

4. GA2 Steel Angle

13

60

28

21

20

46

17

22

45

ABPL 30041 : CONSTRUCTION DESIGN

7

xt

er

2

585591 E BHARGAV SRIDHAR

27

v Pa

io

McBRIDEr CHARLES RYAN : PEGS JUNIOR SCHOOL

23

30

g

in

1

 

24

MAJOR ASSIGNMENT FINAL SUBMISSION

9. GFS1 Fixing Strap

51. Boral 12.01 concrete blockwork wall (190 x 400 x 110mm).

Stretcher bond.

10mm mortar joints.

52. Weep hole with flashing underlapping vapour barrier laid on sloped mortar cavity grout.

53. Masonry ties spaced 600mm each way 54. Carpet - grey. Laid on plywood underlay (18mm thick).

55. Rondo Suspended Ceiling system.

56. Flexible plasterboard (13mm thick).

57. Moisture resistant MDF Skirting (100mm high x 3mm thick).

58. Hoop Pine Veneer Interior grade plywood (18mm thick).

59. Non-compressed cement sheet (4.5mm thick).

60. Suspended perforated bulkhead ceiling with recessed downlights (10mm thick).

61. Impact resistant plasterboard interior lining (13mm thick).

4

PC

8. GA2 Steel Angle

Finishes and Cladding

1 8

G

Dry Pale Brown Extremely Weathered Rock (Low Strength)

5 2

16

TUTORIAL 3 : RAY CHEUNG

7. GL10GypLyner Steel Framing Clips

6

14

33

34

Moist Pale Grey Silty Sand (dense)

6. GL1 Lining Channel

SCALE 1 : 5

26

36

5. Glasroc F Firecase Screws

45. European (EURO) aluminium framed double glazed windows.

46. European (EURO) aluminium framed double glazed automated awning window.

47. Criterion Industries Platinum 120 aluminium framing system.

48. Safetyline Jalousie Chimney Louvres (each spanning 1220mm).

49. Timber-framed window sill.

50. Colourbond Flatsheet (1° Fall)  Laid on 12mm plywood.  Flashing drip edge underneath.

15

1: a 100 Bu wa Fa ild y f ll in rom g

AXONOMETRIC CONSTRUCTION DETAIL DRAWINGS

1. Welded Steel Finial From 3mm Steel 2. Base Plate (2mm thick)

53

3. Timber Batten (MGP 110 x 45mm)

2

52 10

4. Timber Packer 5. Timber Batten (MGP 70 x 35mm) 3

3

1a

12 11

6. Timber Rafter (MGP 190 x 35mm)

8

9

51

AS SPECIFIED

2

Detail 2:

7. Ridge Cleat Plate 6

10

4

9

5 7

ABPL 30041 : CONSTRUCTION DESIGN

8. Lysaght Colourbond Ridge Capping notched into Longline Profile 9. Lysaght Longline Valley

TUTORIAL 3 : RAY CHEUNG

MAJOR 10. Lysaght LonglineASSIGNMENT Profile

FINAL SUBMISSION

585591 BHARGAV SRIDHAR

A

1

-

SPANDEK TO LONGLINE ROOF JUNCTION DETAIL

54

59 Founding depth: approx. 700m below

3. All intermediate beams are encased in 1 layer of fire rated plaster board (Gyproc FireLine - 13mm)

DETAIL 2

Site Class P Anticipated Seasonal surface movement not to exceed 40mm.

43

2. Shear Studs - 19mm Ø, welded in 48 pairs at 300mm max centres(as specified) ll

1. B1 (refer to primary axo drawing for location) - 460UB67

2

 

1. B1 (refer to primary axo drawing for location) - 460UB67

Detail 1:

5

Site Works and Foundations

Detail 1:

NOTES AND SPECIFICATIONS

All Floors have been designed in accordance with AS1170.1 For: Live Loding of 4kPa and Superimposed load of 1.5 kPa



1:

DETAIL

NOTES AND SPECIFICATIONS Design Loading:

B

C

D

E

FG

1 2

McBRIDE CHARLES RYAN : PEGS JUNIOR SCHOOL N

DETAIL 2 -

SPANDEK TO LONGLINE ROOF JUNCTION DETAIL

detail axonometric drawings

ABPL 30041 : CONSTRUCTION DESIGN TUTORIAL 3 : RAY CHEUNG MAJOR ASSIGNMENT FINAL SUBMISSION

AS SPECIFIED

D

2 2

585591 BHARGAV SRIDHAR

N

SCALE 1 : 5

AXONOMETRIC CONSTRUCTION DETAIL DRAWINGS

McBRIDE CHARLES RYAN : PEGS JUNIOR SCHOOL AXONOMETRIC TECHNICAL DRAWING 1 : 20

Pa i n t i n g s

Eames Chair alla prima U N D E R G R A D U AT E

A R C H I T E C T U R E

P O R T F O L I O

2 3

Frank Lloyd Wright’s ‘Falling Water’ oil on canvas

2 4

B h a r g a v

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B h a r g a v U N D E R G R A D U AT E

S r i d h a r

A R C H I T E C T U R E

P O R T F O L I O