Detailing and Communicating Architecture - Spring 2019, FA, CEPT

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019 BRIEF Architecture is the meaningful ordering and enclosure of space.

This ordering and enclosing is achieved by distributing materials in space thereby resulting in two sets of space; one that is space occupied by material forming a structure; the other the space that is enclosed. This enclosing structure, and consequently the space enclosed, can take on an almost infinite variety of forms.

Architecture arises from the aesthetic and cultural selection of particular spatial forms out of the infinite possibilities made available by this space-material relationship.

The Studio will investigate the fundamental relationships between material, structure and space as the primary basis for architectural design. Through the design of an architectural structure, students will realize the ways in which different materials function, structurally behave and give expression to their intrinsic properties. Students will subsequently articulates material properties and forces to discover how such expressive details heighten the human experience of architecture.

Students will work directly in three dimensions by modelling and prototyping to highlight structural and constructional aspects of their designs. Basic construction drawings will be produced to communicate.

LEARNING OUTCOME After completing this studio unit, the student will be able to: 1. To generate structural system in design to modulate space.

2. To design a detail communicating informed meaning.

3. To choose material appropriate for a given design task.

4. To take informed choices about type of drawing for making.

5. To produce a set of technical drawing and specification appropriate for site execution.

TUTOR Sankalpa Assistant Neel Jain

STUDENTS Akshar Gajjar Dwij Hirpara Karndev Singh Kanxa Shah

Likhinya KVS Rahul Chandrashekhar Siddharth Cyriac Shrey Gupta

Intentions To be able to choose a material based on specific property.

Task Select two or more material whose one of the geometrical property is that of ‘.’ and other of ‘______’. While selecting two materials; please keep the undermentioned conditions: 1. The selected materials should be flexible enough for your finger pressure.

2. One of the selected material of the symbol should be more flexible than the other material.

3. The overall cross section of the ‘.’ should fit in a 150-200 mm diameter circle irrespective of any form. The length of the ‘.’ shall not exceed 450 mm.

4. The overall length of the ’______’ shall not exceed 450 mm.Students are free to choose the geometry of cross section so long as the overall form is linear.

Learning Outcome To identify and choose materials based on their relative flexibility.

1.0 SELECTION

Intentions 1. To develop structural relationship between materials varying in their degree of flexibility.

2. To articulate components in a specific relationship that leads to formation of structural form.

(Form as an embodiment/representation of the forces acting in a specific configuration) 3. To articulate the behavioral relationship between flexible and brittle material to derive a structural form.

Given are 12 conditions of relationship between the two symbols expressed in both X and Y plane. Both the symbols are merely positioning of two different flexible materials.

Condition A There are two imaginary Y parallel planes 11 meter apart having symbols asymmetrically placed in the X plane. The symbols of the Y plane gain support from the symbol of the X plane as shown in diagram.

Condition B There are two imaginary Y parallel planes, 11 meter apart in which the symbols of the Y plane rest on only one symbol of X plane.

Apparatus Take a MDF or equivalent board of size 150 x 150 mm and draw or superimpose a grid of 5 x 5 mm on it. Use this base to carry out your experiment.

Make 2 units of 150 x 200 mm MDF having 5x5 m grid and paste them at right angle to each other along 200 mm.

Task A 1. Take up any of the condition as mentioned above and one of the symbol as mentioned below.

2. Develop relationship between the symbols in a way that it forms a stable relationship between the parts in X and Y direction.

3. Use minimum (/optimum) material.

1.1 MODELLING

Rules 1. The symbols are imaginary section in X and Y plane of the element at a particular point in its overall length.

2. The symbols appear same while cutting X and Y plane.

3. The symbols are not continuous or are made out of parts.

4. The symbols are made out of flexible material in which flexibility of one of the symbol is slightly more than the other or relatively one of the symbol is more flexible than other in bending.

5. The dot and the line symbol could be any material with any given form provided they follow the geometrical nature of the symbol.

6. As far as possible the dot symbol cannot be monolithic material.

7. All connection are made out of pin joints 8. No glue shall be allowed unless approved by the instructor 9. No two student can select the same symbol.

Task B Having constructed relationship between two symbol or having attempted relationship between the two symbol; follow the following instruction as given below: 1. Identify in order for them to maintain an integrated and efficient (span to weight) relationship; how will you orient the two material to each other in comparison to the already achieved stability?

2. Recognize if the system of propagation of member can give you closed or open system of connectedness.

Task C 1. Identify now the spanning system and its components.

2. Identify the rules that builds the relationship between two components.

3. Flesh out the part or component that you have eventually worked and study its behaviour under various forces which is induced by the structural system.

4. Modify your details based on the study of deformation as a result of application of force.

Task D In order to test the system; first test your component by placing the component in horizontal (cantilever), simply support or hanging condition and see which is the best suitable condition for overall all as well as part to take load efficiently when a load is applied on it once it is part of the system. Apply load which is 9 times the self weight, on overall span to see the behaviour under deflection.

Load could be vertical, lateral, axial etc.

Learning Outcome 1. To articulate the relationship between flexible and rigid material to derive a stable relationship of components/ parts/ elements.

2. To generate a structural system with given boundary condition of span and support.

3. To recognize the resolution of geometry as the basis of coming of components to generate a structural system.

1.1 MODELLING

Intentions 1. To identify a structural system out of specific rules of relationship between flexible and brittle material.

2. To select a rule based on specific relationship between flexible and brittle material that can offer synclastic, anticlastic or planer forms.

Task 1. From the developed three dimensional form in the previous exercise, Identify and remove any structurally redundant material in your model that does not support the spanning.

2. Identify one of the rules that has possibility to work like a spanning system and follows at least two of the below mentioned rules.

- Threads do not form orthogonal relationship to each other - The overall configuration of the members follows minimum path - Any further reduction in material with the derived system would destabilize it.

3. Demonstrate through models the ability of the rules to offer planar (check its adaptability for horizontal propagation) or curvilinear (synclastic or anticlastic) forms in spanning.

Model scale 1:20 Learning Outcome 1. To recognize that various geometrical relationships between components will lead to specific profile of the span.

2. To refine and choose out of inventory of multiple form.

3. To generate a structural (spanning) system out of a single rule.

1.2 SELECTION AND REJECTION

Intention 1. To transform a system of spanning into a system of bearing.

2. To adapt and modify the various bearing system to same/ similar spanning system.

Task From the above mentioned system, rework or modify your model (1:20 scale) while addressing the undermentioned conditions. Use your idea of articulation of your spanning member and rework it as a bearing member with following consideration 1. While stabilizing the bearing member use a 2 mm thick plain paper having height of the bearing support. You can break the continuity of the paper throughout the length of the bearing member.

2. The component of the spanning system now will use the plain paper to stabilize each other or use the paper in a way that its absence will lead to failure of the bearing member.

3. Detail out the junction between the bearing and the spanning member as well as the bearing member connection to the ground.

Learning Outcome 1. To differentiate between continuous and discontinuous support.

2. To recognize role of support (end) condition to transfer load.

3. To develop ways to stiffen the bearing wall (planar form).

1.3 TRANSFORMATION

Intention 1. To modulate a structural system as a result of varying size of space.

2. To develop sensitivity towards span and sizes of structural members in a system.

Task A After recognizing the system of repetition of specific rules; make a three dimensional space containing an imaginary cuboid of 7000 x 12000 x 3500 mm using the following conditions: 1. There are no intermediate support for a span of 12000 mm unless you observe that your system is demanding bearing in both the direction (two way system of spanning).

2. A lift shaft needs to reach from the basement to this level. Work out the manner in which you will take up the lift shaft.

Task B 1. Repeat an imaginary cuboid of dimension as given in Task A. The cuboid of task A sits on the cuboid of Task B. 2. Subdivide the cuboid into three parts so as to create three distinct light condition within from dark to light.

3. Identify the light catching or restricting strategy in all the cases e.g. direct light, indirect light etc.

4. The light quality of the system has to be tested with the longer side aligned northsouth. Use photography as a medium to represent this condition.

5. Modify density of your structural system to achieve the condition of varying degree of light or darkness.

Learning Outcome 1. To modify structural system to small and large space/span in order to take in light.

2. To recognise the role of enclosure system and work out some ways to enclose it to selectively allow light.

1.4 SYSTEM ADAPTATION

Intention 1. To be able to choose a material showing equivalent behaviour in comparison to the actual material.

2. To be able to generate a system in the adopted material.

3. To be able to detect and judge form in material appropriate for adoption to the existing system.

Spanning Material Steel, Timber & its various forms (Laminated Timber or Glulam, Plywood etc) , Bamboo, Steel Cables Equivalent Model making Material for Spanning: Timber, MDF, HIP (High Impact Polystyrene ), Drafting Thread Bearing Material Steel, Timber & its various forms (Laminate Timber or Glulam, Plywood etc) , Bamboo, Concrete, Modular Blocks (Brick, CSEB, Adobe), SRE, Steel Cables Equivalent Model making Material for Bearing: Timber, MDF, HIP (High Impact Polystyrene ), POP, Drafting Thread Task 1. Choose an equivalent material out of the given material that you think can best deal with the behaviour of your derived system and rework one-third of your model to demonstrate adaptability of your existing system as an outcome of introduction of the material.

2. Select a form in the adopted material that you consider will support in dealing with the induced force in the system.

Model 1:20 Learning Outcome 1. To recognize effects of change in material in the behaviour of the system.

2. To recognise that the newly assigned material has a certain appropriate cross sectional profile having implications on the geometry of the joinery.

3. To recognize introduction to new material will require joinery in that material.

4. To choose a material appropriate for an intended behaviour in a structural system.

2.0 CHOOSING A MATERIAL

Intention 1. To be able to detail out a joinery on the basis of its behaviour under structural forces acting locally at the point of connection but resulting from the role of the members in the overall system.

2. To develop a building language out of repetition of a detail.

Task Develop a joinery in the introduced material following the undermentioned rules: 1. None of the joinery shall be a rigid joint. (Relative rigidity between members may be achieved only through composite system of connections eg. two pin joints) 2. As far as possible, develop mechanical joints.

3. Pin joints shall be allowed in condition where no further exploration using mechanical joints are possible.

4. Take cognizance of form of material with respect to orientation, position of the component within the system and overall tendency of the system towards deformation based on application of force while developing your joinery.

Learning Outcome 1. To design a joinery as an outcome of material property and behaviour under force in a structural system.

2. To recognize role of joinery as a contributor to building language and expression.

2.1 DEVELOPMENT OF JOINERY

Intentions 1. To develop sensitivity towards form and size of material in relation to the adopted structural principle.

2. To rework joinery in the chosen material that adequately responds to the induced force.

3. To optimize a system or to take informed choices of use of material or to be aware of ways in which use of minimum material can efficiently transfer force.

Task: Take your structural system in STAAD or any other software e.g. Rhino, grasshopper and their plugin(Structural analysis and Design Software) and analyze the performance of your system under basic load.

Or 1. Take your structural system and subject it to forces of pull, push and rotation under vertical, horizontal and inclined forces to see the behaviour of the system.

2. Register the behaviour of the system on a grid showing change in the pattern as a result of the forces applied. Use pattern and draw a force diagram showing load transfer.

3. Optimize your system on the basis of span and size of the member* 4. Rework your system to deal with these forces to achieve stability.

5. The spanning shall be tested to take at least 9 times its own weight*.

3.0 SYSTEM BEHAVIOURAL ANALYSIS (SYSTEM, MATERIAL, JOINERY)

Intentions 1. To be able to communicate through drawing, the manner in which different parts of the building and details come together.

2. To select the appropriate viewing plane and direction of axonometry to show the detail.

3. To be able to dimension the various parts.

Task 1. Develop an exploded axonometric view of a part of your structural system that aptly represents the manner in which various layers comes together. Scale: 1:20 2. Develop an exploded axonometric of your joinery to highlight the manner in which various parts of the joinery are coming together. Scale: 1:10/ 1:5 3. Give all relevant dimensions of the parts of the joinery separately. Scale: 1:10/1:5 Learning Outcomes To use drawing as a means to communicate details.

MEMBERS REQUIRED

3

2

1

D, E, F

6

5

4

8

7

9

10

12

11

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

MEMBER E

MEMBER F

850

QUANTITY - 1296 NO. NUMBER (NO.) 12

MEMBER Y, Z STEEL PLATES 6 MM THICK Charcoal 2123 POWDER COATED

MEMBER R QUANTITY - 46 NO.

12

12Ø

12Ø 6 12Ø

MEMBER S, T

28

33

12Ø

6

12

MS L AND T SECTION 6 MM THICK L - 45X45 T - 45X38 Charcoal 2123 POWDER COATED QUANTITY L - 36 NO. QUANTITY T - 36 NO.

7

12

13

12

5

12 12

400

125

12

475

C9

125

12

700 625 550

C8

9

12

850 775

C7

12

1000 925

C3 C4

14

LENGTH

NAME

C1 C2

NOTE: GRADUAL DIFFERENCE IN SIZE BETWEEN MEMBERS 75 MM TYPE OF MEMBERS - 9 IN ONE SPANNING UNIT

9

(1000 TO 400 MM) NUMBER - 12 EACH

50

50

00

14

Y MEMBER QUANTITY - 42 NO. Z MEMBER QUANTITY - 42 NO.

100

MEMBER C

1500

MEMBER X QUANTITY - 84 NO.

Q MEMBER QUANTITY - 44 NO.

QUANTITY TABLE

C6

MEMBER V QUANTITY - 46 NO. MEMBER W QUANTITY - 42 NO.

930

x

180

STEEL PLATES WITH THROUGH HOLES 6 MM THICK Charcoal 2123 POWDER COATED

1160 MEMBER P QUANTITY - 44 NO.

QUANTITY - 864 NO.

QUANTITY - 207 NO.

C5

PLAN

V, W, X MEMBER

TATA STRUCTURA HOLLOW PIPES CIRCULAR 25 Ø, 2.9 MM THICK Charcoal 2123 POWDER COATED

EQ (1100)

QUANTITY - 1080 NO.

500 MEMBER B

TREAD DETAIL

P, Q, R MEMBER

12100 (To be Equally divide into 11 parts) EQ

MEMBER D

QUANTITY - 432 NO.

300

MEMBER

STEEL PLATES 6 MM THICK Charcoal 2123 POWDER COATED

1000 MEMBER A

850

PLAN

A, B, C

TATA STRUCTURA HOLLOW PIPES CIRCULAR

45

MEMBER

50 Ø, 2.9 THICK

Charcoal 2123 POWDER COATED

100

SPANNING - Assembly

MEMBERS REQUIRED

45

MEMBER ASSEMBLY

0

30

MEMBER ASSEMBLY

38

0

20

45

45

MEMBER U STONE - GRANITE COLOUR - BLACK MATT 45 MM THICK 600

600

290

600

MEMBER U1 200

MEMBER A

3

2

1

1. CORNER WELD 2 F PLATES 2. CORNER WELD TO THE PLATE 3. BUTT WELD TO THE EDGE OF THE HOLLOW PIPE.

D

6

5

4

7

8

9

10

11

50

12 290

1. CORNER WELD 2 X PLATES F 2. CORNER WELD ABOVE TO PLATE 3. BUTT WELD TO THE EDGE OF THE HOLLOW PIPE B & C

MEMBER U2

295

MEMBER B & C

(ALONG THE CENTRE LINE AND ALIGNED)

U3 MEMBER

SPANNING - Assembly STEP

5

ORDER OF CABLE CONNECTIONS

20

0

1 - BLUE

MEMBER U5

QUANTITY TABLE

2 - RED

NAME U1 U2 U3 U4 U5

60 390

0

DETAIL

20

0

90.0°

MEMBER U4

600

TWO ADJACENT CURVES

PLAN (without cables)

50

12

CABLE CONNECTION BETWEEN

MODULE

ADJOINING ELEVATIONS SHOW THE EDGE CONDITION OF ASSEMBLY OBTAINED AT STEP 07 IS ATTACHED TO BEARING MEMBER.THE CABLE LOOPS IN RED ARE TO BE MADE AT THE END TO ANCHOR THE ON GROUND MADE SPANNING MEMBERS WITH BEARING MEMBER.

P

DIMENSION NUMBER (NO.) 600X290 44 600X600 4 21 200X290 50X295 42 50X600 4

MODULE ARRANGMENT

1 MODULE

ELEVATION (without cables)

3

4

6

5

8

7

9

11

10

13

12

16

15

14

20

19

18

17

21

DETAIL

Q

DETAIL

R

440

2

120

50

380

1

DETAIL 1

SPANNING - Assembly - Cables ELEVATION 2

SPANNING - Assembly ELEVATION TO DEVELOP CURVE

STEP

STEP

1

6

JOIN THE 12 CURES ACCORDING TO STEP 5

DEVELOP CURVE ON GROUND ARRANGEMENT TO BE DONE ON FLAT SURFACE

3

R3100

EQ

C9

C7

6056

C6

C4

EQ

EQ

EQ C5

(To be Equally divided into 6 parts)

DETAIL 2

(To be Equally divided into 3 parts)

EQ

EQ

EQ R3800

C5 C4

C8

C6

2

C9

C7 C8

C3 C3

EQ

C2

EQ (1000)

C2

C1

3800

DETAIL 3

1 CABLE - GREEN 2 CABLE - ORANGE 3 CABLE - PINK

300

C1

V

2200

ELEVATION B

ELEVATION A

SPANNING - Assembly CROSS BRACING BETWEEN

MODULE ARRANGEMENT

5 & 6, 5' &6'

STEP

STEP

2

7

END CONDITION CROSS BRACING

HOLLOW STEEL RODS 25Ø

1. ARRANGE MEMBER A , 4 IN NO. FOR 1 MODULE

2. MEMBER B TO JOIN TWO MODULES

M

UP

600

M

L EQ

L

K EQ

K

19

J

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

EQ

J

I

STEP

EQ

H

G EQ

G

F

P

E

PLAN AND ELEVATION

ORDER OF CABLE CONNECTIONS 1 - GREEN 2 - BLUE 3 - PINK

STEP

8

ROOFING MEMBERS AND SHEET

S

R

Q

EQ

F

3

TENSION CABLE 10Ø

7200(TO BE EQUALLY DIVIDED INTO 12 PARTS)

EQ

I

H

EQ

E

D EQ

D

C

SPANNING - Assembly - Cables ELEVATION 1

DETAIL

STEP

EQ

C

4

T

JOIN ALL THE 9 MODULES IN THE CURVE ACCORDING TO STEP 3 12 CURVES IN NO.

B EQ

B

A

A

C5 C4

EQ(600) EQ 1

2

EQ 3

EQ 4

EQ 5

EQ 6

EQ 7

EQ 8

EQ 9

EQ 10

EQ 11

EQ 12

EQ 13

EQ 14

EQ 15

EQ 16

EQ 17

EQ 18

EQ 19

C9

C7 C8

C3

EQ 20

C6

TREAD CONNECTION

21

C2

12,000 (TO BE EQUALLY DIVIDED INTO 20 PARTS) C1

4.0 DRAWING AS A MEAN TO REPRESENT DETAILS

TREAD AND LANDING CONNECTION

END ANCHOR CONDITION TO GROUND

Site The site is in Ahmedabad. The site area is 210 sq. mts.

Intentions 1. To adapt a structural system to an architectural program.

2. To design a building as an outcome of consideration of basic services, movement and natural light.

3. To identify and apply the potential ways in which the structural systems lends itself to the nature of activities within the given program through qualities of light, ventilation, visual privacy or connectedness, amount of enclosure/fenestration, scale and volume of space.

Provation Khel Inn Children’s Playground is under constant threat. Both within and outside the institution; playgrounds are being taken over for the need of accommodating new infrastructure or are shrinking because of value of the precision land where sports becomes last of the priority.

Irrespective of all the concerns; in all these case, it is the children who suffers the most.

The ease with which the institutions provided public access to their ground or valued the provision of ground are being replaced by manicured landscape or design elements that do not serve the purpose of sports. This confusion about leisure instead of concern for children’s health; singular activity instead of multiple activity has compelled children usually to play at the risk of safety. Concerned parent have started sending children to paid sports coaching facility instead of already diminished and populated open areas.

With this concern; a group of sports loving architects decides to work out a model that starts supporting small playgrounds in the city. In one of the first experiment, they decide to put up basic facility like basketball, volleyball and net practice for cricket. The group also decides to set up an architectural office for them so that apart from running it; they can also take care of the sports activity.

In order to fund the project; they decide to write to TATA Trust for initial seed money. The trusts finds this idea exciting and supports them with three concerns namely: 1. An architecture that demonstrate ‘frugality’ as its key basis at various level of design e.g. selection of material, choice of construction process, detailing of building elements and enclosure as a response to thermal comfort, rain and wind.

2. An architecture that uses both industrial as well as artisanal knowledge while crafting the building.

3. As far as possible, it builds up the artisanal skills of region by having a facility for artisanal training in future.

5.0 INTRODUCTION TO ARCHITECTURAL PROGRAM

Task Design the given program following the undermentioned conditions 1. The footprint of the building shall not exceed 100 sq.mt.

2. The overall span of the building shall be between 5500 mm to 6500 mm. Clear floor height shall at least be 2400 at any point.

3. Ground floor shall largely be a Sports Gallery. Along with office and equipments storage.

4. The first floor shall be pavilion space with small space rented to a food joint.

5. The food joint will be open for public.

6. There will be a public staircase to access the pavilion.

Space Gallery Office with attached toilet Storage Space Pavilion Area Kitchenette Toilet Staircase Total

Area sq.m 50 15 15 60 15 05 15 175

Learning Outcomes To design a building incorporating various aspects of details and spatial needs.

Intentions 1. To develop an enclosure system of a building as an outcome of consideration of natural light, views and role of material.

2. To detail out wall section as a layer of interdependent functional parts.

Task 1. Detail out your enclosure while taking into consideration the activity inside and the views outside you consider relevant to be part inside or the different light qualities you want to draw in with respect to different times of the day.

2. Consider all your openings as a full length before you apply consideration to light, movement, views and material.

3. Articulate your materials of the enclosure that can help you to work out the above mentioned consideration.

AL-ZN COATED CORRUGATED SHEET 0.3

AL-ZN COATED CORRUGATED SHEET

65 X 65 X 3 MS BOX SECTION DARK GREY PAINTED

65 X 65 X 3 MS BOX SECTION DARK GREY PAINTED

Drawing (Wall Section) at 1:20 Model at 1:20/ 1:10

70 X 50 TEAK WOOD SECTION LINSEED OIL FINISH

72 X 72 X 3 MS BOX SECTION DARK GREY PAINTED

3 MM MS PLATE BLACK PAINTED

10 ø MS CABLE

70 X 50 TEAK WOOD SECTION LINSEED OIL FINISH

Learning Outcomes To design openings and wall section as an out consideration of light, role of material and views.

100 BROOM FINISHED RCC EXPOSED WALL

DETAIL A

DETAIL A

19 DARK POLISHED PLYWOOD 72 X 72 X 3 MS BOX SECTION DARK GREY PAINTED

60 X 60 X 3 MS BOX SECTION DARK GREY PAINTED 5 MM MS PERFORATED PLATE

50 Ø MS PIPE DARK GREY PAINTED 40 X 40 CHERRY WOOD LACQUER FINISH DETAIL B

20 MM AGED BLAYDON LIMESTONE 200 X 20 AGED BLAYDON LIMESTONE 150 MM RCC PLINTH 50 MM PCC 100 MM BBCC

20 MM AGED BLAYDON LIMESTONE 200 X 20 AGED BLAYDON LIMESTONE 150 MM RCC PLINTH 50 MM PCC 100 MM BBCC

DETAIL C

6.0 DEVELOPMENT OF ENCLOSURE SYSTEM

Intentions To be able to detail out staircase and openings for site execution.

THROUGH HOLE12 Ø

1

Task Staircase Detail out the staircase while considering the following 1. Attempt to use the structural principle you have explored while detailing out the staircase.

2. The material of the staircase shall be any of the spanning material suggested in the earlier exercise.

3. Produce a set of drawing that you consider suitable to be used by artisan to execute on site.

Drawing at 1:10/1:20 Model at 1:10

THROUGH HOLE12 Ø

2

MEMBER 13 AND 15 TO BE WELDED TOGETHER AS SHOWN.

THROUGH HOLE06 Ø

3

FIX MEMBER 12 INTO THE ASSEMBLY OBTAINED FROM STEP 01.

4

MEMBER 12 TO BE BOLTED WITH THE ASSEMBLY AS SHOWN.

5

MEMBER 14 TO BE BOLTED WITH THE HORIZONTAL PLATE OF ASSEMBLY.

BOLT THE ASSEMBLY OBTAINED FROM STEP 03 AT THE OTHER END OF MEMBER 14.

MS PLATE TO BE INSERTED INTO TIMBER BALUSTER AND BOLTED USING 3 MM BOLTS ( BLACK PAINTED)

3 MM MS PLATE TO BE ANCHOR BOLTED INTO RCC PLINTH BELOW

6

FIX THE TREAD MEMBER WITH BALUSTERS USING AN MS CABLE AS SHOWN.

7 3

2

1

4

8

7

6

5

8

SECOND TREAD IS FIXED USING ANOTHER LOOP OF MS CABLE AS SHOWN

9

MS PLATE ANCHOR BOLTED TO THE RCC PLINTH BELOW IS BOLTED WITH THE BALUSTER.

11

10

13

12

15

14

24

23

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

22 21

EQ

20

EQ

19

EQ

EQ

18

50 X 25 TEAK WOOD HAND RAIL LINSEED OIL FINISH

17

EQ

EQ

16 15

EQ

EQ

14

13

EQ

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

12

EQ

11

10 09

EQ

EQ

08

EQ

EQ

EQ

EQ

07 06

EQ

EQ

05 04

EQ

EQ

03 02

EQ

965

610

610

610

610

610

965

610

610

EQ

610

610

610

TREAD 300RISER 150

01

305

305

2846

Openings 1. Detail out one of the opening which you consider best captures your intention of response to light and views.

2. Produce a set of drawing that you consider suitable to be used by artisan to execute on site.

Drawing at 1:10/1:20

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

50 X 25 TEAK WOOD HAND RAIL LINSEED OIL FINISH

UP

24

2

1

23

22

21

20

3

4

19

18

16

17

15

14

7

6

5

13

12

8

11

9

10

09

08

10

07

11

06

05

12

04

03

13

02

14

WINDOW DETAIL

TOP PIVOT SS SIZE - 100 MM

TOP CORNER JUNCTION

ELEVATION 1:2

TEAK WOOD 20 X 2700 X 50 MM THICK

CONCRETE BEDDING 100 MM THICK

TEAK WOOD 100 X 2700 X 50 MM THICK

MS - WOOD CONNECTION TIMBER BOLTED AT EVERY 250 MM TO T SECTION

CLEAR GLASS 1500 X 2700 X 4 MM THICK

GAP 5MM

1 BRICK THICK WALL MS T SECTION 50 X 50 X 4 MM THICK POWDER COATED RUSTIC BLACK

2700

Learning Outcomes To produce a detailed set of drawing to be used for execution on site.

MS T SECTION 50 X 50 X 4 MM THICK

900

TOP RAIL MS C SECTION 100 X 50 X 4 MM THICK POWDER COATED RUSTIC BLACK

MID RAIL AND HANDLE JUNCTION PLAN 1:2

MID RAIL MS C SECTION 100 X 50 X 4 MM THICK

MS CLAMP MID RAIL MS C SECTION 100 X 50 X 4 MM THICK POWDER COATED RUSTIC BLACK

MS HANDLE

Ø 25 MM

WOOD - GLASS CONNECTION GROOVE 2MM IN WOOD BEEDING ON BOTH SIDES

MS HANDLE

Ø 25 MM,

COPPER OXIDISED

900

POWDER COATED RUSTIC BLACK

BOTTOM JUNCTION SECTION 1:2

STOPPER L SECTION 50 X 50 X 2 MM THICK POWDER COATED RUSTIC BLACK

LOWER PIVOT SS SIZE - 100 MM

TEAK WOOD 100 X 2700 X 50 MM THICK

SLATE STONE 500 X 225 X 50 BLACK RUSTIC COLOUR NATURAL SPLIT SURFACE

FRONT ELEVATION

SLATE STONE 500 X 225 X 50

SECTION

STOPPER L SECTION 50 X 50 X 2 MM THICK POWDER COATED RUSTIC BLACK

TOP PIVOT JUNCTION ELEVATION 1:2

50

OUTSIDE

SLATE STONE 500 X 225 X 50

500 INSIDE

PLAN

EXPLODED ISONOMETRY MEMBER ASSEMBLY

6.1 DETAILING STAIRCASE AND OPENINGS KITCHEN DETAIL

01

15

Task Produce a basic working drawing set of following: 1. Centre line dwg 2. Floor Plans 3. Building Section 4. Exploded axonometric of a part (at least one third) of the building)

2

1

3

4

5

6

7

8

9

10

B

23535 3000

3000

3000 2118

2000

3000 2922

72

72

3000 2930

2774

72

1594

1741

5063

2435 3531

101

K

184

K J

J

UP

13

12 11

10

9

8

7

6

5

4

3

2

100 1100 100 1100 100 1100 100 1100 100 1100 100

H

F

280 740

D

280

G

E

740

C A

600 280

B

I

1

325215

14

H G

1200

15

F

1200

17 16

E

1200

20 19 18

10845

22 21

D

1200

24 23

C A’

1200

I

1670

2320

+3880

B

491 665

2421

RCC FIN 2000 X 100 BROOM FINISHED (EXPOSED)

B

2450

SPORTS PAVILION 10772 X 5924

A

A

Learning Outcome Produce a set of drawing for execution.

MS BOX SECTION 72 X 72 DARK GREY PAINTED

2

1

3

4

5

6

7

8

9

10

+10191 TOP OF ROOF

+5070 TOP OF HAND RAIL +3880 FINISHED FLOOR

+300 PLINTH TOP

7

C

B

95

112

LVL +600

E

E' D

D' LVL +450

3500

LVL +0.0

3550

KITCHEN

LVL +0.0

3600 X 5600 LVL +3400

1500

E2

6760

C

C'

1480

SITTING AREA 3600 X 5600 LVL +3400

3100 2700

LVL +225

LVL +450

19

A

18

17

LVL +300

16

15

14

13

12

11

10

LVL +150

9

8

7

6

5

4

3

2

1

A'

415

LVL +450

C'

B'

E1 9375

90

95

13700 LVL +0.0

7

FIRST FLOOR PLAN

6.2 BASIC WORKING DRAWING SET AND PRESENTATION

1500

UP

C

C

B

B

TOP +7500

TOP +7500

TOP +6500

TOP +6500

BOT +5800

BOT +5700 TOP +5250

KITHCEN

SITTING AREA

SITTING AREA

TOP +3450

M.S CIRCULAR HOLLOW SECTION

M

120MM Ø

TOP +3450

M.S BRACKETS, 120 MM Ø

BOT +3150

BOT +3150

TRI-JUNCTION M.S PLATE

TENSION CABLE,

6MM THICK

8MM Ø

BOLT

FILLET WELD ONTO THE BASE PLATE

10MM Ø

LAMINATED PLY,

40MM SANDHWICH

M.S BASE PLATE 6MM THICK

M.S PLATE 6MM THICK WITH A STIFFNER IN BETWEEN

M.S DEEP C-SECTION PLATE

TOP +600

TOP +600

STORAGE

TOP +450

THREADED ROD

TWO 20MM PLY SANDWICH TOGETHER

10MM Ø

FISCHER THERM PLUS

SPORTS GALLERY

SPORTS GALLERY

EXTERIOR BOARD,

TOP +450

G. LVL +0.0

60MM THICKNESS

G. LVL +0.0

LAMINATED PLY,

40MM SANDHWICH

DETAIL M

SECTION BB'

SECTION CC'

C

B

C

B TWO 20MM PLY SANDWICH TOGETHER

LENGTHENING JOIINT THREADED ROD

USING STEEL PLATE

M.S ANGLE SECTION 50X50

10MM Ø

N

SELF TAPPING SCREW

6MM Ø

TIMBER JAM RECIEVING THE CEMENT BOARD FROM THE TOP

M.S DEEP C-SECTION 6MM THICK

W2

SELF-TAPPING

SCREW, 6MM Ø

A

B

C

D

E

F

G

H

P.C.C LAYER

J

I

K

L

SANDWICH PANEL FISCHER THERM PLUS SL60 60MM THICKNESS

B.B.C.C LAYER

CONCRETE PLINTH

DETAIL N

1

WALL SECTION DETAILS

LVL +7600

RECIPROCAL MEMBERS MADE OF 20MM PLY

BEARING SYSTEM TOP

VERTICAL TIMBER MEMBER 125

60

LVL +7600

TIMBER FRAME LINSEED OIL + VARNISH POLICE

CEMENT BOARD TOP

SANDWICH PANEL FISCHER THERM PLUS SL60 60MM THICKNESS

100 85

5194

TRANSPARENT GLASS 4MM THICK

1850

GRANITE PLATFORM

1725

TRANSPARENT GLASS

GREENPLY LAMINATE FLOORING

4000

HEAVY DUTY FIBRE CEMENT BOARD

25

TIMBER BEAM 125X125

BIDDING 15X15

PLY SCREEN FACADE

40 10

75

55

30

3031

UPPER FLOOR FINISH TOP

TIMBER FRAME LINSEED OIL + VARNISH POLICE

1140

920

LVL +3940

SELF TAPPING SCREW

M.S BOX SECTION

TIMBER FRAME 125X85

900

560

LVL +3600 BRICK WALL TOP

125

336

4MM Ø

JOISTS

EVEREST CEMENT BOARD 20MM THICKNESS

980

D2

932

1182

W3 2100

2100

STORAGE ROOM

TIMBER JAM

LINSEED OIL + VARNISH POLICE 125

KOTA STONE FLOORING

SPORTS GALLERY

LVL +630

340

2906

D1

3000

EVEREST CEMENT BOARD RAW FINISH

2303

75

75

2453

FINISH FLOOR TOP

X TIMBER JAM

52

75

61

75

64

75

31

55

125

125X85

75

20

75

20 85

2453

X'

A

1

B

C

D

E

F

G

H

J

I

K

L

2

DETAILING AND COMMUNICATING ARCHITECTURE

SECTION AA'

SECTION XX'

WINDOW DETAIL (W2)

STUDIO LEVEL 2 | SPRING 2019

DRAWING NUMBER: 5 WALL SECTION AND WINDOW DETAILS 14.04.2019

9

8

6

7

5

4

3

2

1

GREENPLY LAMINETED FLOORING EVEREST HEAVY DUTY CEMEMNT BOARD 2400X1200

M.S BOX SECTION IS SHS 100X100 M.S L-SECTION 100X100 LVL +7600 BEARING SYSTEM TOP

M.S BOX SECTION IS RHS 200X100

HEAVY DUTY FIBRE CEMENT BOARD

LVL +7600

METAL PLATE 5MM THICK

CEMENT BOARD TOP

CONCRETE BED 220X120

PLY SCREEN FACADE

R.C.C. SLAB 250 MM THICKNESS GRANITE PLATFORM

DETAIL A GREENPLY LAMINATE FLOORING

LVL +3940 UPPER FLOOR FINISH TOP

R.C.C SLAB

A

GREENPLY LAMINATE FLOORING

720

560

B

560

LVL +3600 BRICK WALL TOP

LVL +630

2100

W1 2100

2100

D2

STORAGE ROOM

340

D1

OFFICE

D1

M.S L-SECTION 100X100 M.S BOX SECTION IS RHS 200X100

340

2100

EVEREST HEAVY DUTY CEMENT BOARD 2400X1200

FINISH FLOOR TOP

M.S PLATE 5MM THICK CONCRETE BED 220X120

9'

2

8'

7'

6'

5'

4'

3'

2'

1

M.S BOX SECTION IS SHS 100X100

SECTION BB'

DETAILING AND COMMUNICATING ARCHITECTURE

STUDIO LEVEL 2 | SPRING 2019

DETAIL B

DRAWING NUMBER: 3 SECTIONS

SHREY GUPTA

14.04.2019

UA6316

SHREY GUPTA UA6316

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

The symbols allotted were a very fascinating tool to start visualising modules, that for me was one of the very interesting and important exercises. It helped create understanding of stability and optimism without actually getting into the systems.

The experimental set-up was such that the modules made in the given constraints were stable in themselves hence the challenge was to develop the propagation. Introduction of program added a completely new dimension to the process as the systems that were in isolation till now came together to form a pavilion with function and architectural language to it.

A symbol comprising of two lines and a dot was the begining point. Various modules made of paper and board were designed in such a way that it’s section revealed the symbol. A pair of materials (one flexible and other stiff) were used at their own strengths to come up with modules that represented the given symbol.

The key concept here was to use the dot in the middle as a connector between two lines.

SETUP

Next step was to propogate the modules vertically as well as horizontally.

For propagation in spanning direction there was a need to start thinking about anchorage as seen above.

GENERATION OF STRUCTURAL SYSTEM

Effective use of flexibility as a trait was missing and hence cables were intoduced to explore the idea of tensigrity where two stiff members and held in place using a flexible rubber band.

This module was then taken forward for further exploration on propagation.

Various possibilities of propagation were tried for the selected module.

SELECTION AND REJECTION

Propagation of the tensigrity module in both X and Y direction was attempted.

Various part models were made and a rule was established for systematic propagation.

Eventually a complete span was made using the rule.

Because of extensive tension in the cables the density increased a lot and the walls of the set-up showed deflection.

BEHAVIOUR UNDER FORCE

Next step was to design vertical systems for load transfer and the attempt here was to use the principles employed in the making of spanning systems to design the bearing system. Here the challenge was to use the surface as a structural member and not just as a enclosure. The loop of the tensigrity module was broken in parts and surfaces were intoduced for load transfer that the complete loop once did.

ADAPTATION AS BEARING SYSTEM

To achieve the height of the bearing member multiple modules had to be used in vertical direction and hence the load transfer between the two of these tensigrity module was tried using various alternatives.

ADAPTATION AS BEARING SYSTEM

The designed bearing and spanning systems were now brought together. Here the deflection of the bearing system in the adjoining elevation and plan below showed that the designed bearing couldn’t help the surface stand. The plan below shows the reduced density of the spanning system and also the deflection in the bearing system.

ADAPTATION AS BEARING SYSTEM

With the introduction of materials the number and sizes of members started changing. All the compression members are of timber and metal plates are used to create joinery between them.

Also the member sizes were reduced in the centre to reduce the dead load.

MATERIAL INTRODUCTION

Introduction of material was followed by refinement in joinery, which started with sketching various options of the joineries. This opened up a lot of discusions about workability, size : thickness ratio of material etc.

REFINEMENT OF JOINERY

With the idea of reducing member sizes came an opportunity to create a curve in the system.

Various alternatives were tried for the same.

Grasshopper script used to stimulate the deflection in the system.

Above diagram shows the force diagram obtained using grasshopper script where the red shows the deflection in the spanning system under gravity.

REFINEMENT THROUGH SCRIPT

18

30

06

7

30

04

07

31

31

31

31

1

1

11

11

11

4

31

5

03

13

02

01

64

145

22

9

R11

11

3

31

31

22

70

15

THROUGH HOLE12 Ø

11

10-A

10-B

72.6°

632

3

10

587

590

3

75

11 50 11

5

09

995

900

235 135

10

6

31

70

75

85

11

3

22

0

120

10-C

25

11

6

0

691

31

65

15

35

MS PLATE 3MM THICK DARK GREY POWDER COATED

C AS SHOWN ABOVE.

22

70

32

100

11

3

35

WELD THE MEMBERS 10-A, B AND

11

3

75

3

THROUGH HOLE6 Ø THROUGHHOLE6 Ø

6

10

330

REFER TABLE I FOR SIZES

3

11

THROUGH HOLE12 Ø

THROUGH HOLE6 Ø THROUGH HOLE6 Ø

16

60

THROUGH HOLE6 Ø

6

11

50

11

3

10 22

11

11

70

11

12

3 3

22

70 3 3

3

3

08

15

REFER TABLE II FOR SIZES

70

11

12

3

35 3 75

75

75

3

3

35

35

33

12

3

THROUGH HOLE6 Ø 35

6

75

136

TIMBER MEMBERS 50 MM THICK TEAK WOODLINSEED OIL FINISH

MS BOX SECTION 25 X 25 MMGREY POWDER COATED

TIMBER MEMBERS 50 MM THICK TEAK WOODLINSEED OIL FINISH MEMBER 10 TO BE BOLTED ON THE RCC WALL AS SHOWN USING BLACK PAINTED MS BOLTS80 X 8 Ø 13

500 250

TABLE I: MEMBER 06

TABLE II: MEMBER 01

CENTRELINE NO.

DIM

(IN MM)

NO.

1-2 & 20-21

1800

12

03

665

26

2-3 TO 19-20

1000

102

04

610

26

A-B TO L -M

800

232

26

530

26

495

26

08

475

26

09

460

26

TABLE III: MEMBER 17

MEMBER NO.

X

Y

NO.

10

450

26

A

1800

1800

12

11

450

26

B

1000

1000

102

12

460

26

13

475

26

14

500

26

15

530

26

16

570

26

17

615

26

18

665

26

19

730

12

C

800

800

D

1800

1800

12

E

1000

1000

102

F

800

800

232

G

800

800

232

895

565

07

120

05 06

495

12

235

NO.

730

140

(IN MM)

DIM

02

232 644

CENTRELINE NO.

R125

17

2000 4

4

Y

X

REFER TABLE III FOR DIMENSIONS X AND Y

1750

1

5 13

13

13

422

328

7

9 13

10

377 291

13

13

13

13

13

212

13

445

13

13

13 177

13

11

8

410

13 194

6

13

13

13

894

410

850

4

13

12

13

355

3

2

TIMBER 50 MM DEEPTEAK WOODLINSEED OIL FINISH

13

360

14

10

4

TIMBER 25 MM DEEP TEAK WOOD LINSEED OIL FINISH

1500

37

4

25

4

170

120

4

32

4 20

4

10

12

MS PLATE 3MM DEEP POLISH FINISH BLACK PAINTED

TIMBER 25 MM DEEP TEAK WOOD LINSEED OIL FINISH

15

70

60

9

25 360

MS PLATE 3MM DEEPPOLISH FINISH BLACK PAINTED

ELEMENTS OF SPANNING, BEARING AND STARICASE SYSTEMS

THROUGH HOLE12 Ø

1

THROUGH HOLE12 Ø

2

MEMBER 13 AND 15 TO BE WELDED TOGETHER AS SHOWN.

THROUGH HOLE06 Ø

3

FIX MEMBER 12 INTO THE ASSEMBLY OBTAINED FROM STEP 01.

4

MEMBER 12 TO BE BOLTED WITH THE ASSEMBLY AS SHOWN.

5

MEMBER 14 TO BE BOLTED WITH THE HORIZONTAL PLATE OF ASSEMBLY.

BOLT THE ASSEMBLY OBTAINED FROM STEP 03 AT THE OTHER END OF MEMBER 14.

MS PLATE TO BE INSERTED INTO TIMBER BALUSTER AND BOLTED USING 3 MM BOLTS ( BLACK PAINTED)

3 MM MS PLATE TO BE ANCHOR BOLTED INTO RCC PLINTH BELOW

6

FIX THE TREAD MEMBER WITH BALUSTERS USING AN MS CABLE AS SHOWN.

7 3

2

1

4

8

7

6

5

8

SECOND TREAD IS FIXED USING ANOTHER LOOP OF MS CABLE AS SHOWN

9

MS PLATE ANCHOR BOLTED TO THE RCC PLINTH BELOW IS BOLTED WITH THE BALUSTER.

11

10

13

12

15

14

24

23

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

22 21

EQ

20

EQ

19

EQ

EQ

18

50 X 25 TEAK WOOD HAND RAIL LINSEED OIL FINISH

17

EQ

EQ

16 15

EQ

EQ

14

13

EQ

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

12

EQ

11

10 09

EQ

EQ 08

EQ

EQ

EQ

EQ

07 06

EQ

EQ

05 04

EQ

EQ

03 02

EQ

965

610

610

610

610

610

965

610

610

EQ

610

610

610

TREAD 300RISER 150

01

305

305

2846

50 X 70 TEAK WOOD BALUSTER LINSEED OIL FINISH (REFER TABLE III FOR LENGTH)

50 X 25 TEAK WOOD HAND RAIL LINSEED OIL FINISH

UP

24

1

2

23

22

21

3

STAIRCASE SYSTEM

20

4

19

18

5

17

16

6

15

14

7

13

12

8

11

9

10

09

10

08

07

11

06

05

12

04

03

13

02

14

01

15

11

0

31

0

84

11

0

1

13

MEMBER 11 AND 12 TO BE WELDED AND THEN POLISHED.

MEMBERS 09, 11 AND 12 TO

BE WELDED TOGETHER AND THEN BOLTED WITH MEMBER 03 USING 75 X 6 Ø BLACK PAINTED MS BOLT.

14

MEMBERS 07 TO BE BOLTED ON BOTH-SIDES OF RESULTING ASSEMBLY USING 75 X 6 Ø BLACK PAINTED MS BOLT.

7

2

3

FIX MEMBER 01 IN POSITION USING TENSILE CABLES 10 Ø

ASSEMBLY FROM STEP 01 TO BE BOLTED WITH MEMBER 07USING 75 X 6 Ø BLACK PAINTED MS BOLT.

MEMBER 08 TO BE INSERTED AND BOLTED WITHIN MEMBER 01 USING 75 X 6 Ø BLACK PAINTED MS BOLT.

6 5

4

ASSEMBLY FROM STEP 02 TO BE PLACED AT A DISTANCE OF 600 .MEMBER 01 TO BE HORIZONTALLYPLACED BETWEEN THEM.

ASSEMBLY SYSTEM : Exploded isometric drawing

FIX MEMBER 01 INPOSITION USING CABLES.

INSERT MEMBER 01 INORTHOGONAL DIRECTION

8 8

ASSEMBLY OF MEMBER ASSEMBLY 04 OF AND MEMBER 04 AND 05 TO BE FIXED05 WITH TO BE THE FIXED PLATE WITH THE PLATE OF MEMBER 13 OF MEMBER 13

9 9

PLACE MEMBERPLACE 02 IN THE MEMBER 02 IN THE CIRCULAR OPENING CIRCULAR AS OPENING AS SHOWN. HEIGHT SHOWN. 2780. HEIGHT 2780.

10 10

PLACE MEMBERPLACE 03 MEMBER 03 VERTICALLY ATVERTICALLY THE AT THE CENTRE OF MEMBER CENTRE 02.OF MEMBER 02.

11 11

ATTACH TENSILE ATTACH CABLETENSILE CABLE THROUGH THE THROUGH ENDS OF THE ENDS OF

MEMBERS 02,MEMBERS 03 AND RCC 02, 03 AND RCC WALL AS SHOWN. WALL AS SHOWN.

12

1

2

3

4

6

5

8

7

9

11

10

13

12

16

15

14

20

19

18

17

ADJOINING ELEVATIONS SHOW THE EDGE CONDITION OF ASSEMBLY OBTAINED AT STEP 07 IS ATTACHED TO BEARING MEMBER.THE CABLE LOOPS IN RED ARE TO BE MADE AT THE END TO ANCHOR THE ON GROUND MADE SPANNING MEMBERS WITH BEARING MEMBER.

21

ELEVATION B

ELEVATION A

M 600

M

L EQ

L

K EQ

K

J EQ

J

EQ

H EQ

H

G EQ

G

F EQ

F

E EQ

E

D EQ

D

C EQ

C

B EQ

B

A

A

EQ(600) EQ 1

2

EQ 3

EQ 4

EQ 5

EQ 6

EQ 7

EQ 8

EQ 9

EQ 10

EQ 11

EQ 12

EQ 13

EQ 14

EQ 15

EQ 16

EQ 17

EQ 18

EQ 19

12,000 (TO BE EQUALLY DIVIDED INTO 20 PARTS)

ASSEMBLY SYSTEM : Shop drawings of the spanning and bearing system.

EQ 20

21

7200(TO BE EQUALLY DIVIDED INTO 12 PARTS)

I

I

- Page intentionally left blank -

FRONT ELEVATION

+300 PLINTH TOP

+3880

FINISHED FLOOR

+5070

+10191 TOP OF ROOF

- Conceptual sketches - Key ideas - Architectural strategies, etc

TOP OF HAND RAIL

ACCOMMODATING ARCHITECTURAL PROGRAM

1

A

3000

2

2

GROUND FLOOR PLAN

A

B

C

D

E

F

G

H

I

J

K

L

1

3000

3

2000

3

2118

3000

4

72

4

833

833

5

D4

D3

2930

3000

SPORTS GALLERY 13248 X 5775

226

TOILET 1589 X 1466

COMMON TOILET 2930 X 2009

D5

72

6

B

OFFICE 4462 X 2682

2774

SOLID WALL PANELS PLASTERED WHITE PAINTED

72

6

D

D2

5063

LEVEL 2 STUDIO · SPRING 2019

7

7

900 260

STRUCTURE · MATERIAL · SPACE

STORAGE 4710 X 3066

1400

2922

3000

5 23535

B’

402 1000 249

1741

8

8

1594

9

+150

10

RCC PLINTH 300

ENTRANCE

UP

101

10

RCC FIN 2000 X 100 BROOM FINISHED (EXPOSED)

+300

2435 3531

MS BOX SECTION 72 X 72 DARK GREY PAINTED

D1

9

·

3000

184 1670 325215 1200 1200 1200

2320 100 1100 100 1100 100 1100 100 1100 100 1100 100 2421

1200 1200 2450

10845

3000

L

A

B

C

D

E

F

F’

G

H

I

J

K

A’

C

0.0

2000

N

AKSHAR G UA

SECTION AA’

PLINTH TOP

+300

FINISHED FLOOR

+3880

TOP OF HAND RAIL

+5070

TOP OF TIMBER SCREEN

+6007

+10191 TOP OF ROOF

3

3

4

4

SPORTS GALLERY

SPORTS PAVILION

5

5

6

6

D2

7

7

9

9

1

2

3

2000

3000 2118

4

72

4

600

3000 2922

FIRST FLOOR PLAN

A

B

C

D

3000

3

E

A

3000

2

F

G

H

I

J

K

1

280 740 280 740 280 491 665

SPORTS PAVILION 10772 X 5924

3000 2930

+3880

6

6

B

72

B

24 23

22 21

2774

20 19 18

5063

LEVEL 2 STUDIO · SPRING 2019

STRUCTURE · MATERIAL · SPACE

5

72

23535

5

7

17 16

7

15

14

1741

8

8

13

12 11

1594

9

8

7

6

9

5

3

2

1

10

UP

101

10

RCC FIN 2000 X 100 BROOM FINISHED (EXPOSED)

4

2435 3531

MS BOX SECTION 72 X 72 DARK GREY PAINTED

10

9

·

184 1670 325215 1200 1200 1200

2320 100 1100 100 1100 100 1100 100 1100 100 1100 100 2421

1200 1200 2450

10845 A

B

C

D

E

F

G

H

I

J

K

A’

N

AKSHAR G UA

A

J

K

J

K

+10191 TOP OF ROOF

+5070 TOP OF RAILING SPORTS PAVILION

+3880 FINISHED FLOOR

SPORTS GALLERY

+300

OFFICE

PLINTH TOP

A

SECTION BB’

01

SECTION BB’

+10191 TOP OF ROOF

+5070 TOP OF RAILING +3880 FINISHED FLOOR

+300 PLINTH TOP

02

EAST ELEVATION

EAST ELEVATION

6

DRAWER

289

REFRIGERATOR

CABINET DRAWER

C

SERVERY

911

B

1200

A

HOT PLATE

SERVERY

CABINET PARTITION LINES BELOW

A’

240

A

SS SINK 1000 X 450

C

120

240

600

240

C

120

1320 ATRIO DOUBLE FAUCET

6

PLAN 10 SOLID ACRYLIC SURFACE WHITE WHITE GRANITE COUNTERTOP

DRAWER

DRAWER

FLOORING DETAIL DRAWER

DRAWER

CABINET DRAWER

CABINET DRAWER

CABINET DRAWER

CABINET DRAWER

SECTION AA’

10 SOLID ACRYLIC SURFACE WHITE COUNTERTOP HOT PLATE WHITE GRANITE COUNTERTOP

232

72 12

2WD

WB REFRIGERATOR

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

CABINET CABINET

CABINET

CABINET

CABINET

DRAWER

DRAWER

CABINET

CABINET

CABINET

CABINET

CABINET

40

THRESHOLD DETAIL 240

240

240

240

200

960

500

500

240

THRESHOLD DETAIL 600

B

C

240 670

190

FOLDED ELEVATION DETAIL @ MATERIAL CHANGE

A

20 MM WHITE GRANITE SLAB

15 MM PLYWOOD

DRIP MOULD

7

20 15 20

1

FOLDED ELEVATION

TOP DETAIL

KITCHEN LAYOUT AND DETAILS

AL-ZN COATED CORRUGATED SHEET 65 X 65 X 3 MS BOX SECTION DARK GREY PAINTED 72 X 72 X 3 MS BOX SECTION DARK GREY PAINTED

DETAIL A 19 DARK POLISHED PLYWOOD 72 X 72 X 3 MS BOX SECTION DARK GREY PAINTED 50 Ø MS PIPE DARK GREY PAINTED 40 X 40 CHERRY WOOD LACQUER FINISH DETAIL B

20 MM AGED BLAYDON LIMESTONE 200 X 20 AGED BLAYDON LIMESTONE 150 MM RCC PLINTH 50 MM PCC 100 MM BBCC DETAIL C

FENESTRATION DETAILS WALL SECTION CC’

DARK POLISHED PLY WOOD (19) 72 X 72 MS BOX SECTION BLACK PAINTED

MS PIPE (50 Ø) WHITE PAINTED

01

RAILING DETAIL

CEMENT BOARD (15) EXPOXY FILLING PLYWOOD FLOORING (19 ) GALVANIZED MS C- SECTION (55 X 65 X 3) MS DECKING SHEET MS BOX SECTION DARK GREY PAINTED (72 X 72 X 3)

02

SLAB EDGE DETAIL

6 MM MS SCREW BLACK PAINTED

MS PIPE BLACK PAINTED MS PIPE WHITE PAINTED

MS PIPE WHITE PAINTED

03

RAILING-TABLETOP DETAIL

05

RAILING-TABLETOP DETAIL

AGED BLAYDON LIMESTONE (20) MORTAR (5)

6 MM MS SCREW BLACK PAINTED

RCC SLAB

DARK POLISHED PLY WOOD (19)

PCC (50) PLINTH BEAM BBCC (100)

MS PIPE (50 Ø) WHITE PAINTED

04

SPOT DETAILS

PLINTH EDGE DETAIL

AL-ZN COATED CORRUGATED SHEET 0.3 65 X 65 X 3 MS BOX SECTION DARK GREY PAINTED 70 X 50 TEAK WOOD SECTION LINSEED OIL FINISH

3 MM MS PLATE BLACK PAINTED

10 ø MS CABLE

70 X 50 TEAK WOOD SECTION LINSEED OIL FINISH

100 BROOM FINISHED RCC EXPOSED WALL

DETAIL A

60 X 60 X 3 MS BOX SECTION DARK GREY PAINTED 5 MM MS PERFORATED PLATE

20 MM AGED BLAYDON LIMESTONE 200 X 20 AGED BLAYDON LIMESTONE 150 MM RCC PLINTH 50 MM PCC 100 MM BBCC

KITCHEN LAYOUT AND DETAILS WALL SECTION DD’ mno

196 X 56 TOP RAIL TEAK WOOD LACQUER FINISH

4 MM FROSTED GLASS

20 Ø MS PIPE BLACK PAINTED

350 X 56 MID RAIL TEAK WOOD LACQUER FINISH

196 X 56 TOP RAIL TEAK WOOD LACQUER FINISH

4 MM FROSTED GLASS

20 Ø MS PIPE BLACK PAINTED

350 X 56 MID RAIL TEAK WOOD LACQUER FINISH

4 MM FROSTED GLASS

4 MM FROSTED GLASS

196 X 56 BOTTOM RAIL TEAK WOOD LACQUER FINISH 60 X 60 MS L-SECTION DARK GREY PAINTED

26 X 56 TEAK WOOD BEAD LACQUER FINISH

60 X 60 MS L-SECTION DARK GREY PAINTED 40 MM 10 Ø MS PIVOT

ELEVATION ELEVATION

PIVOT

56 X 56 MS L-SECTION DARK GREY PAINTED

196 X 56 BOTTOM RAIL TEAK WOOD LACQUER FINISH

SECTION

SECTION

56 X 56 MS L-SECTION DARK GREY PAINTED

4 MM FROSTED GLASS

PLAN PLAN

26 X 56 TEAK WOOD SECTION LACQUER FINISH

20 Ø MS PIPE BLACK PAINTED

PLAN

PLAN

4 MM FROSTED GLASS

30 X 30 THROUGH HOLE

60 X 60 X 6 MS BOX SECTION DARK GREY PAINTED MS PIVOT

40 X 40 THROUGH HOLE

6 MM MS PERFORATED PLATE 60 X 60 X 6 MS L- SECTION DARK GREY PAINTED 196 X 56 TEAK WOOD SECTION LACQUER FINISH 26 X 26 TEAK WOOD BEAD LACQUER FINISH

20 Ø MS PIPE 14 Ø MS PIPE WELDED IN FRONT OF 20 Ø PIPE 20 Ø MS PIPE SCREWED FROM BOTTOM

26 X 26 TEAK WOOD BEAD LACQUER FINISH 196 X 56 TEAK WOOD SECTION LACQUER FINISH 60 X 60 X 6 MS L- SECTION DARK GREY PAINTED

MS PIVOT

4 MM FROSTED GLASS

DOOR DETAILS

00

R

1500 X 900 WHITE CEMENT FLOORING BOARD

2

+3880

R

BROWN POLISHED PLYWOOD FLOORING 900 X 300

1

R

R

2

1

START

DARK POLISHED PLYWOOD FLOORING

02

R

FIRST FLOOR PLAN FLOORING LAYOUT

R

4

3

R

BBCC (100)

PCC (50)

RCC SLAB

MORTAR (5)

AGED BLAYDON LIMESTONE (20)

TEAK WOOD LINSEED OIL FINISH (196 X 56)

FROSTED GLASS (4)

BBCC (100)

PCC (50)

RCC SLAB

MORTAR (5)

AGED BLAYDON LIMESTONE (20)

AGED BLAYDON LIMESTONE (200 X 20)

CHERRY WOOD LACQUER FINISH (40 X 40)

DRK GREY PAINTED MS BOX SECTION (72 X 72 X 3)

3000 2118

72

3000 2922

72

23535

3000 2930

72

2774 5063

1741

1594

2435 3531

THRESHOLD DETAIL FIRST FLOOR FLOORING LAYOUT AND DETAILS

R

R

FLOORING DETAIL

101

THRESHOLD DETAIL

PLINTH - TIMBER SCREEN DETAIL 01

84

DRK GREY PAINTED MS BOX SECTION (72 X 72 X 3)

SLIGHT SLOPE FOR WATER RUNOFF

BBCC (100)

FLOORING CHANGE DETAIL

PLINTH - TIMBER SCREEN DETAIL 02

DETAIL @ MATERIAL CHANGE

RCC SLAB

MS PIVOT (20 Ø)

PCC (50)

AGED BLAYDON LIMESTONE (20) MORTAR (5)

TEAK WOOD BEAD (26 X 26)

NITCO BLACK TILE (10)

BBCC (100)

SAND (50)

RCC SLAB

MORTAR (5)

AGED BLAYDON LIMESTONE (20)

AGED BLAYDON LIMESTONE (200 X 20)

CHERRY WOOD LACQUER FINISH (40 X 40)

100

GROUND FLOOR FLOORING LAYOUT

900 X 900 X 20 DARK GREY LIMESTONE FLOORING PANEL

SPORTS GALLERY

STORAGE

450 X 450 X 20 AGED BLAYDON LIMESTONE FLOORING PANEL

S

D4

S D3

TOILET

COMMON TOILET

D5

S

450 X 450 X 20 AGED BLAYDON LIMESTONE FLOORING PANEL

SOLID WALL PANELS PLASTERED AND WHITE PAINTED

450 X 450 X 20 AGED BLAYDON LIMESTONE FLOORING PANEL

OFFICE

300 X 300 MATTE BLACK NITCO CERAMIC TILES

D2

S

300 X 20 AGED BLAYDON LIMESTONE

START

MS BOX SECTION 72 X 72 DARK GREY PAINTED

D1

RCC PLINTH 300

RCC FIN 2000 X 100 BROOM FINISHED (EXPOSED)

900 X 900 X 20 AGED CHALGRAVE BLUE LIMESTONE FLOORING PANEL

+300

START

+150

0.0

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

The studio played an important role in making me learn new systems. Giving me courage to go beyond ordinaries and to learn to invent new on my own. I hope thi learnings of creating omething different help me outhine in the true world. The potentials of knowing and explloring a system are endless.

From learning smaller details about how to plan yourself, find your potential, meeting deadline, creating eailer ways to innovate. Were few of the most important learnings. The most important part according to me is how you encorporate your system into reality with buildings. That is the place where you either break or make it. I had real fun in picking clue from the system and continuing the same language for my building.

No of thing learned are endless. From new softwares to new skills this studio has empowered me and changed my take on architecture.

- Symbol given was four dots - Basic trial to try different alteration module for the symbol - Using two material ith different flexiblility

SETUP

- Trying to propogate with certain modules - Different strategies like propogating through another member, incomplete module to facilitate propogation were tried.

SETUP

- Finalising one module and propogating through threads - Critic- can try and remove some compressional members

GENERATION OF STRUCTURAL SYSTEM

BEARING - Selection andrejection on basis of orientation of members and different tie patterns

SELECTION AND REJECTION

- Full base elevation photos, showing deflection and other behaviours

BEHAVIOUR UNDER FORCE

- Full base elevation photos, showing deflection and other behaviours

BEHAVIOUR UNDER FORCE

- Harmony between spanning and bearing was thought of and achieved by a central module common to both bearing and spanning

ADAPTATION AS BEARING SYSTEM

- Appropriate material selection, and its repercussion on sizes and profiles - Sketches can be included here

MATERIAL INTRODUCTION AND REFINEMENT OF JOINERY

REFINEMENT THROUGH SCRIPT

25 54

25 MEMBER 1 6MM DARK GREY COLOURED SAND BLAST FINISHED METAL PLATE

MEMBER 2 LINSEED OIL VARNISHED DARK PLYWOOD

(18MM)

MEMBER 3 6MM DARK GREY COLOURED SAND BLAST FINISHED METAL PLATES

MEMBER 4 LINSEED OIL VARNISH

(18MM)

CONNECTION WITH WALLS

PROPOGATION IN BOTH THE

ASSEMBLY SYSTEM

SPANNING ELEVATION

ASSEMBLY OF END MEMBERS

MBER 3 M DARK GREY COLOURED ND BLAST FINISHED TAL PLATES

ELEVATION

ASSEMBLY OF PLATES MEMBER 3

MEMBER 4 LINSEED OIL VARNISHED DARK PLYWOOD

(18MM)

ASSEMBLY OF MEMBER 1 AND 2

ASSEMBLY OF MEMBER 3 AND 4

PROPOGATION IN BOTH THE DIRECTION

FURTHER PROPOGATION IN ONE DIRECTION

CONNECTION OF ONE MODULE

ASSEMBLY OF END MEMBERS

MEMBER 3 6MM DARK GREY COLOURED SAND BLAST FINISHED METAL PLATES

ASSEMBLY OF MEMBER 1 AND 2 ASSEMBLY OF PLATES MEMBER 3

ASSEMBLY OF MEMBER 1 AND 2 MEMBER 4 LINSEED OIL VARNISHED DARK PLYWOOD

(18MM)

CONNECTION WITH WALLS

AS

CONNECTION WITH WALLS

ASSEMBLY OF MEMBER 3 AN PROPOGATION IN BOTH THE DIRECTION ASSEMBLY OF MEMBER 1 AND 2

PROPOGATION IN BOTH THE DIRECTION

FURTHER PROPOGATION IN ONE DIRECTI

CONNECTION WITH WALLS

ASSEMBLY OF MEMBER 3 AND 4

FURTHER PROPOGATION IN ONE DIRECTION

SPANNING ELEVATION PROPOGATION IN BOTH THE DIRECTION

SPANNING ELEVATION FURTHER PROPOGATION IN ONE DIRECTION

SPANNING ELEVATION

SPANNING ELEVATION

3

2

1

6

5

4

8

7

9

10

13

12

11

15

14

SPANNING ELEVATION

A

500(EQ)

A

B

B

SPANNING ELEVATION C

C

3

6

5

4

8

7

9

10

13

12

11

15

14

EQ

2

1

D

D

E

E

500(EQ)

EQ

10

13

12

11

15

14

G

6000

9

I

B

J

A

A

H

B

D

I

C

EQ

6000

I

1000(EQ)

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

J

3

2

1

6

5

4

9

8

7

10

13

12

11

14

H

I

J 15 H

I

EQ

EQ

J

H

SPANNING PLAN

I

I

J

J

DETAILING AND COMMUNICATING ARCHITECTURE

K K

SPRING SEMESTER 2019

1000(EQ)

1000(EQ) EQ

EQ

EQ EQ

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ

EQ EQ

SHOP D

J

K K

K

EQ

EQ

H

I

EQ

14000(TO BE DEVIDED INTO 15 EQUAL PARTS)

J

EQ

H

I

EQ

J

E

H G

EQ

6000

EQ

G

J D

G

K

E

H

I

E

EQ

J

EQ

D

I

H

C

E

H

J

C

500(EQ)

EQ

B

G

H

A

I

C

D

8

7

EQ

B

6

5

4

EQ

H

A

3

2

1

G

EQ EQ

EQEQ

EQ EQ

EQ EQ

SPANNING, B

EQ

14000(TO BE DEVIDED INTO 15 EQUAL PARTS)

14000(TO BE DEVIDED INTO 15 EQUAL PARTS) 1

2

3

1

2

4

3

5

4

6

5

7

6

8

7

9

8

10

9

10

11

11

12

12

13

13

14

14

15

15

SPANNING PLAN

SPANNING PLAN

DETAILING AND COMMUNICATING ARCHITECTURE

ETAILING AND COMMUNICATING ARCHITECTURE SPRING SEMESTER 2019

ING SEMESTER 2019

SHOP DRAWING

SPANNING, BEARING, STAIR SHOP DRAWING

SPANNING, BEARING, STA

ACCOMMODATING ARCHITECTURAL PROGRAM

GROUND FLOOR PLAN

SPRING SEMESTER 2019

DETAILING AND COMMUNICATING ARCHITECTURE

A

B'

B

GROUND FLOOR PLAN FIRT FLOOR PLAN RENDER

( EXPOSED )

N

75MM CHROMIUM OXIDE PIGMENTED CONCRETE WALL

75MM BROOM FINISHED CONCRETE WALLS

UA3416

KANXA SHAH

A'

N

L

K

J

I

G

F

2

4037

3 2

2

14075

14000

6000

R R

CAFE SEATING AREA +3600

S S

KITCHENETTE +3150 6000 X 2800

B

3

DN

1

2

3

4038

14

14

75MM BROOM FINISHED CONCRETE WALLS

CEMENT BOARD PARTITION WALL

1500 456 1500 544

1500 500 1515

E

2

7500

FIRST FLOOR PLAN N

M

L

K

J

I

G

F

E

SITTING PAVILLION AREA

SPORTS GALLERY

14

14

ROOF LVL+8550

MINIMUM ROOF LVL +6800

FINI S H FLOOR LVL +3750

BEAM BOTTOM LVL +3600

LANDING LVL +2200

PLINTH LVL +450

GROUND LVL +0.00

SECTIONS

2

2

8550

1750

ROOF LVL+8550

8550

150

3000

MINIMUM ROOF LVL +6800

FINI S H FLOOR LVL +3750

1400

BEAM BOTTOM LVL +3600

35

LANDING LVL +2200

9

PLINTH LVL +450

GROUND LVL +0.00

SOUTH ELEVATION

1750

ROOF LVL+8550

8550

150

3000

MINIMUM ROOF LVL +6800

FINI S H FLOOR LVL +3750

1400

BEAM BOTTOM LVL +3600

35

LANDING LVL +2200

9

PLINTH LVL +450

GROUND LVL +0.00

EA S T ELEVATION

NG AND COMMUNICATING ARCHITECTURE

MESTER 2019

ELEVATION

SECTION AA'PLAN GROUND FLOOR FIRTSECTION FLOOR BB' PLAN EASTRENDER ELEVATION SOUTH ELEVATION

N

KANXA SHAH UA3416

6MM THICK TOUG

TEAK WOOD BIDDI

1038

6MM THICK TOUGHEN GLASS

32X 38 MM BLACK MS L - SECTION

25 MM FIXED BUR

TEAK WOOD BIDDING

1038

32X 38 MM BLACK PAINTED MS L - SECTION

25MM THICK BURM LOUVRE 25 MM FIXED BURMA TEAK FRAME

25MM THICK BURMA TEAK LOUVRE

DETAIL A

25MM THICK BURM LOUVRE

1074

3150

3150

1074

DETAIL A

6MM THICK TOUGHEN GLASS 25MM THICK BURMA TEAK LOUVRE

38 X 32 L SECTION FRAME

6MM THICK TOUGHEN GLASS

25 MM FIXED BUR

DETAIL A

32

38 X 32 L SECTION FRAME

TEAK WOOD BEADING

25 MM FIXED BURMA TEAK FRAME

32

DETAIL A

TEAK WOOD BEADING

32X 38 MM BLACK MS L - SECTION 25 MM BURMA TEAK WOOD LOUVRE

32X 38 MM BLACK PAINTED MS L - SECTION

25 MM BURMA TEAK WOOD LOUVRE

38 X 38MM BLACK MS BOX SECTION

1038

38 X 38MM BLACK PAINTED MS BOX SECTION

1038

DETAIL B DETAIL B

25 MM BURMA TEAK LOUVRE

25 MM BURMA TEAK LOUVRE

OUTSIDE

INSIDE

38

38

OUTSIDE

INSIDE

DETAIL B

DETAIL B

40 MM LONG LOUVRE

FIXING HINGE(METAL)

38 MM L-SECTION

40 MM LONG LOUVRE

FIXING HINGE(METAL)

38 MM L-SECTION

25MM TEAK WOOD BIDDING

25MM TEAK WOOD BIDDING

6MM TOUGHEN GLASS

6MM TOUGHEN GLASS 500

38MM BLACK PAINTED MS BOX SECTION

38

38 X 38MM BLACK PAINTED MS BOX SECTION

OUTSIDE

25

500

38MM BLACK PAINTED MS BOX SECTION

38

25

OUTSIDE

38 X 38MM BLACK PAINTED MS BOX SECTION

INSIDE

DETAIL C INSIDE

DING

DETAIL C

32 X 38MM BLACK PAINTED MS L- SECTION

38 MM L-SECTION

32 X 38MM BLACK PAINTED MS L- SECTION

40 MM LONG LOUVRE CONNECTION

CK PAINTED N

38 MM L-SECTION

25 MM THICK BURMA TEAK WOOD LOUVRE 38MM BLACK PAINTED MS BOX SECTION

38

25

38 X 38MM BLACK PAINTED MS BOX SECTION

40 MM LONG LOUVRE 500 CONNECTION 25 MM THICK BURMA TEAK WOOD LOUVRE

CK PAINTED

38MM BLACK PAINTED MS BOX SECTION

38 X 38MM BLACK PAINTED MS BOX SECTION

500 38

25

UGHEN GLASS

LOUVRE FRAME CONNECTION EXPLODED DETAIL A

LOUVRE FRAME CONNECTION EXPLODED DETAIL A

CEMENT BOARD WALL 12MMTHICK

REFRIGERATOR

FENESTRATION DETAILS REFRIGERATOR 1050

440 150

2100

1050

CEMENT BOARD WALL 12MMTHICK

12MM THICK DARK POLISHED PLY WOOD PANEL

STAIRCASE END DETAIL

TREAD TO CONCRETE WALL CONNECTION

26

LVL +3600

25

CONNECTION OF ONE MODULE 24

23 22 21

20 19 18 17

16 LVL +2250 3600

14

13 12 11

1800

10 9 8 7

6 5 4

450

LVL +450

LVL +0.0 TREAD : 300 RISER : 150

A

STAIRCASE SECTION

C

B

D

75MM BROOM FINISHED CONCRETE LANDING

16

15

18

17

19

20

21

23

22

25

24

UP

14

13

12

11

10

9

8

7

6

5

4

3

2

C- SHAPED CONCRETE WALL 75 MM THICK

A

B

TREAD:

6MM DARK GREY COLOURED

SAND BLAST FINISHED SATIN GLOSS LACQUER FINISHED METAL PLATE TEAK WOOD(25MM)

BALUSTERS: LINSEED OIL VARNISHED DARK PLYWOOD

1

(18MM)

C

D

STAIRCASE PLAN

KANXA SHAH

CASE

UA3416

STAIRCASE DETAILS

70

6

35

6MM DARK GREY COLOURED SAND BLAST FINISHED METAL PLATE

BALUSTER TO PLATE CONNECTION

TREAD:

SATIN GLOSS LACQUER FINISHED TEAK WOOD(25MM)

PLATE WELDED TO CONCRETE

TREAD CONNECTION DETAIL

PLYWOOD BALUSTER

6MM METAL PLATE

STAIRCASE END DETAIL

TREAD TO CONCRETE WALL CONNECTION

26 25

ECTION OF ONE MODULE 24

23 22 21

20 19 18

LVL +3600

INSIDE

AK WOOD BIDDING

DETAIL C

32 X 38MM BLACK P MS L- SECTION

X 38MM BLACK PAINTED S BOX SECTION

38 MM L-SECTION 40 MM LONG LOUVRE CONNECTION 25 MM THICK BURMA TEAK WOOD LOUVRE

X 38MM BLACK PAINTED S L- SECTION

38MM BLACK PAINTED MS BOX SECTION

38 X 38MM BLACK P MS BOX SECTION

500 38

25

MM THICK TOUGHEN GLASS

LOUVRE FRAME CONNECTION EXPLODED DETAIL A

CEMENT BOARD WALL 12MMTHICK

440 150

12MM THICK DARK POLISHED PLY WOOD PANEL

900

910

2100

1050

REFRIGERATOR

12MM DARK POLISHED PLYWOOD PANEL

490

1000

516 948

494

780

750

750

620

6000

REFRIGERATOR

600

600

1800

OVEN SPACE 1500

780

2700

A D B C

4250

WASHBASIN

DN

3

DRY PREPARATION

2

SERVERY 1

5000

1340

820

450

6000

4MM ACRYLIC SHEET

TAILING AND COMMUNICATING ARCHITECTURE

G SEMESTER 2019

KITCHEN LAYOUT AND DETAILS

N

GROUND FLOOR PLAN FIRT FLOOR PLAN RENDER

KAN

KITCHENETTE +3150 6000 X 2800

F

456

F

DN

G

G

3

1500

2

1

3

KITCHENETTE +3150 6000 X 2800

DN

0.8 MM THICK JINDAL 1500

CORRUGATED SHEET

1

3

SR SR

2

3

2

K

MS I- SECTION

544

CAFE SEATING AREA +3600

0.8 MM THICK JINDAL CORRUGATED SHEET

13MM CEMENT BOARD

MS I- SECTION

K

N

500

75MM MS BOX SECTION

WOODEN SPACER

L

0.8 MM THICK JINDAL

13MM CEMENT BOARD

4037

6000

1515

CORRUGATED SHEET

4038

M

150 X 75 JINDAL MS I- SECTION N

14000

N

14075 2

M

13MM CEMENT BOARD R R

K L

L

J

WOODEN SPACER

150 X 75 JINDAL

N

I

1515

J

7500

150 X 75 JINDAL

I

500

2

13MM CEMENT BOARD

G

1500

3

K

J

F

G

L

I

13MM CEMENT BOARD 456

F

1500

J

E

7500

2

CAFE SEATING AREA +3600

544

S S

2

1500

3

E

I

4037

WOODEN SPACER

6000

END CONDITION -CEMENT BOARD

13MM CEMENT BOARD

14

4038

14000

(FIRST FLOOR)

14075

KITCHEN DROP DETAIL - CEMENT BOARD

(FIRST FLOOR)

2 2

14 14

75 MM EXPOSED CONCRETE WALL 38 MM MS BOX SECTION

20 MM KOTA STONE

(WINDOW FRAME )

75 MM EXPOSED CONCRETE WALL

50 MM LONG BURMA TEAK SKIRTING

38 MM MS BOX SECTION

20 MM KOTA STONE

(WINDOW FRAME )

3MM METAL PLATE

50 MM LONG BURMA TEAK SKIRTING

25 MM BURMA TEAK WOODEN PLANK

DRIP MOULD

3MM METAL PLATE

25 MM BURMA TEAK WOODEN PLANK

DRIP MOULD

25 MM BURMA TEAK WOODEN PLANK

10MM MORTAR

25 MM BURMA TEAK WOODEN PLANK

10MM MORTAR

3 MM RUBBER SHEET 3 MM RUBBER SHEET WATER PROOFING WATER PROOFING

KOTA STONE FLOORING

KOTA STONE FLOORING

CONCRETE SLAB

CONCRETE SLAB

19MM PLYWOOD 19MM PLYWOOD 10MM MORTAR

10MM MORTAR

CONCRETE SLAB

E

E

CONCRETE SLAB

CONCRETE SLAB

1500

CONCRETE SLAB

KITCHENETTE FLOORING DETAIL NEAR INDOW +3150

FSKIRTING DETAIL-WOODEN FLOORING-

END CONDITION - KOTA STONE FLOORINGF

(GROUND 6000 X 2800FLOOR) FLOORING DETAIL NEAR INDOW

G

(GROUND FLOOR)

456

(GROUND FLOOR) SKIRTING DETAIL-WOODEN FLOORING-

DN

(GROUND FLOOR)

(GROUND FLOOR) END CONDITION - KOTA STONE FLOORING G

(GROUND FLOOR)

3

1500

2

1

3

2

6

5

4

8 9 CAFE SEATING AREA +3600

7

8

7

10

13

12

11

14

I

9

10

13

12

11

J

14 1500

1

6

5

4

3

2

7500

J

3

2

1

I

S S

2

544

3

R R

K

500

K

L A

B

675

750

1515

L A

B M

N

N

A

750

675

A

4038

14000

B

3575

B

6000

3500

4037

14075 2

14

S

D2

W1

W1

3

2

1

500

1500 6

5

4

W1

W1

500

1500

500 8

7

450

9

10

9

GALLERY +450 10 9550 X 3500

13

12

11

J

8

W1

D1

500

500

3287

500

1500

500

462

3250

575

1425

575

450

1425

463

13

12

14

W1

FLOORING DETAILS FLOORING PLAN

W1

W1

B

SPRING SEMESTER 2019

2643

I

A

W1

L

463

11

N

DETAILING AND COMMUNICATING ARCHITECTURE

K

720

500

1425

575

14075 7

1500

1425

575

6

5

1500

500

1500

1425

575

1425

463

L

UA3416

D1

2643

J

KANXA SHAH K

B

4288

720

A

675

1425

575

4

463

3575

3250

3 STORAGE +450 4200X 3500

575

H

750

462

2

675

750 375 1500 500 L

14

3500

500

I 1

G

K

D1

4288

D2

W1

3575

3500 12800

575 575

W1

1500

1425

3287

1500

D1

500

575

W1

L

961

K

H

(GROUND FLOOR) 1500

G

F

END CONDITION - KOTA STONE FLOORING

(GROUND FLOOR)

E

800

FLOORING DETAIL NEAR INDOW

(GROUND FLOOR)

J

463

SKIRTING DETAIL-WOODEN FLOORING-

I

625

GALLERY +450 9550 X 3500

+450 4200X 3500

F

1500

W1

J

W1

GALLERY +450 W1 4200 X 4000

CONCRETE SLAB

E

CONCRETE SLAB

H

10MM MORTAR

500

OFFICE +450 STORAGE 4200 X 4000

I

F

D2

CONCRETE SLAB

W1

W1

KOTA STONE FLOORING

1425

D1

ENTRANCE PORCH +450 5350 X 2350

575

D1

19MM PLYWOOD

D

10MM MORTAR

G

F E

F

D2

W1

H

S

575

3 MM RUBBER SHEET WATER PROOFING

G

W2

12800

D3

C DRIP MOULD

E

961

W2

F

W1

GALLERY +450 4200 X 4000 25 MM BURMA TEAK WOODEN PLANK

463

E

UP

3MM METAL PLATE

20 MM KOTA STONE

625

TOILET +450

1500 X 1500 OFFICE 25 MM BURMA TEAK +450 D3 WOODEN PLANK 4200 X 4000

D

E

F

500

TOILET W1 +450 1500 X1500

E

ENTRANCE PORCH +450 5350 X 2350

500

50 MM LONG BURMA TEAK SKIRTING

1500

S

(WINDOW FRAME )

D1

500

W2

D1

F

D

S

38 MM MS BOX SECTION

C

1425

W2

75 MM EXPOSED CONCRETE WALL D3

800

W2

E

375

D3

675

750

TOILET +450 1500 X 1500

D

C

UP

1500

TOILET +450 1500 X1500

1500

W2

C

14075 3

6

5

4

7

8

9

10

OFFICE +450 4200 X 4000

G

GALLERY +450 4200 X 4000

675 450 1425 575

F W1

E

F

G W1

575

D2 W1

E

625

FLOORING LAYOUT AND DETAILS

D1

ENTRANCE PORCH +450 5350 X 2350

D

800

W1

S FLOORING DETAILS FLOORING PLAN

12800

750 W2

D1

F

F

C

D3

D3

E

14

UP

DETAILING AND COMMUNICATING ARCHITECTURE W2

H

D2

1425

H

1500

SPRING SEMESTER 2019

13

12

375

D

TOILET +450 1500 X 1500

1500

TOILET +450 1500 X1500

E

11

S

500

W2

1500

2

500

1 C

N

KANXA SHAH UA3416

RENDERS

- Page intentionally left blank -

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

The Studio had a very different approach towards design and structure as a whole.

The execution of the structure and design throughout the semester made me realise the hardships of designing and implementation of something .

SYMBOL :

Triangulating the system using minimum possible material.

Two materials having very different flexibility are used.

Evolution of models leads towards a tensigrity system.

The tension member gives the stability in the system. Tension member induces torsion in the system.

SETUP

Idea of repetition and propagation. Anchors on the base. Different tension and compression members introduced.

GENERATION OF STRUCTURAL SYSTEM

Using X tensigrity module in different forms and orientations to propogate along one direction.

SELECTION AND REJECTION

Full base elevation photos, showing deflection and other behaviours. Finalising the spanniing module. Tensigrity member used at centre to give deapth. All the modules are connected with pin joints. Deflection recorded at every joining module. Understanding developed to introduce and continuous tension and compression members respectively.

BEHAVIOUR UNDER FORCE

-Spanning Module Inserted to Paper in compression. It fails because of not proper integration between tension and compression.

-Spanning Module stacked on one another holding position due to tension in the paper.

It eventually makes a single member in elevation .

ADAPTATION AS BEARING SYSTEM

Trials to gain stability by adding 3 dimension to the member. Stiffness in bearing member planes increased to understand behaviour. Stable configuration of bearing member in tensigrity by adding deapth and locking threads at position.

ADAPTATION AS BEARING SYSTEM

How harmony between spanning and bearing was thought of and achieved. Bearing Module where failure is from the central v members not playing any role.

ADAPTATION AS BEARING SYSTEM

Appropriate material selection, and its repercussion on sizes and profiles.

Formwork development

MATERIAL INTRODUCTION

Joinery details. Formwork for initial arrangment of modules

REFINEMENT OF JOINERY

Modulating a planar surface through rhino

Modulation of Roof forms from planar to double curve

REFINEMENT THROUGH SCRIPT

Modulating a vault surface through rhino

Modulating the final form i.e, double curve surface through rhino

SPANNING - Assembly

MEMBERS REQUIRED MEMBER

PLAN

A, B, C

MEMBER

TATA STRUCTURA HOLLOW PIPES CIRCULAR

STEEL PLATES 6 MM THICK Charcoal 2123 POWDER COATED

50 Ø, 2.9 THICK

Charcoal 2123 POWDER COATED

3

2

1

D, E, F

6

5

4

8

7

9

10

12

11

12100 (To be Equally divide into 11 parts) EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ (1100)

1000 MEMBER A

MEMBER D

QUANTITY - 432 NO.

QUANTITY - 1080 NO.

500 MEMBER B

MEMBER E

QUANTITY - 864 NO.

QUANTITY - 207 NO. x

MEMBER F

MEMBER C

QUANTITY - 1296 NO.

QUANTITY TABLE NAME

LENGTH

NUMBER (NO.)

C1

1000

12

C2

925

12

C3

850

12

C4

33

12

7

12

400

125

475

C9

12Ø 6 12Ø

14

C8

12Ø

12

12

28

550

6

C7

12

12Ø

13

12

125

12

625

9

12

700

C6

5

775

C5

NOTE: GRADUAL DIFFERENCE IN SIZE BETWEEN MEMBERS 75 MM TYPE OF MEMBERS - 9 IN ONE SPANNING UNIT

9

(1000 TO 400 MM) NUMBER - 12 EACH

50

50

MEMBER ASSEMBLY

MEMBER B & C

MEMBER A

1. CORNER WELD 2 X PLATES F 2. CORNER WELD ABOVE TO PLATE 3. BUTT WELD TO THE EDGE OF THE HOLLOW PIPE B & C

3

2

1

1. CORNER WELD 2 F PLATES 2. CORNER WELD TO THE PLATE 3. BUTT WELD TO THE EDGE OF THE HOLLOW PIPE.

D

6

5

4

7

8

9

10

(ALONG THE CENTRE LINE AND ALIGNED)

SPANNING - Assembly CABLE CONNECTION BETWEEN

MODULE

TWO ADJACENT CURVES

PLAN (without cables)

STEP

5

ORDER OF CABLE CONNECTIONS

20

0

1 - BLUE 2 - RED

60

390

0

20

0

90.0°

DETAIL

P

DETAIL

Q

DETAIL

R

MODULE

120

50

380

440

ELEVATION (without cables)

SPANNING - Assembly - Cables ELEVATION 2

SPANNING - Assembly ELEVATION TO DEVELOP CURVE

STEP

STEP

1

6

JOIN THE 12 CURES ACCORDING TO STEP 5

DEVELOP CURVE ON GROUND ARRANGEMENT TO BE DONE ON FLAT SURFACE

R3100

EQ

C5

(To be Equally divided into 6 parts)

EQ

C6

C9

C7

C4

EQ

EQ

6056

R3800

(To be Equally divided into 3 parts)

EQ

EQ EQ

C5 C4

C8

C6

C9

C7 C8

C3 C3

EQ

C2

EQ (1000)

C2

C1 1 CABLE - GREEN 2 CABLE - ORANGE 3 CABLE - PINK

300

C1

3800

V

2200

SPANNING - Assembly CROSS BRACING BETWEEN

MODULE ARRANGEMENT

5 & 6, 5' &6'

STEP

STEP

2

HOLLOW STEEL RODS 25Ø

1 MODULE

2. MEMBER B TO JOIN TWO MODULES

STEP

3

TENSION CABLE 10Ø

P

ORDER OF CABLE CONNECTIONS 1 - GREEN 2 - BLUE 3 - PINK

STEP

ASSEMBLY SYSTEM R

7

END CONDITION CROSS BRACING

1. ARRANGE MEMBER A , 4 IN NO. FOR

8

ROOFING MEMBERS AND SHEET

S

Q

11

12

Deriving space from the developed systems.

Understanding volumes and scales.

ACCOMMODATING ARCHITECTURAL PROGRAM

A

D

LVL +225

LVL +0.0

FIRST FLOOR PLAN

C

112

3500

6760

3100 2700

415

E

90

C'

C

LVL +3400

KITCHEN

3600 X 5600

7

7

13700

E1

LVL +0.0

LVL +3400

3600 X 5600

SITTING AREA

LVL +450

LVL +600

9375

1480

B'

B

LVL +450

95

19

18

17

LVL +450

16

15

14

13

12

11

10

LVL +300

9

8

7

6

5

4

LVL +150

LVL +0.0

3

2

1

N

UP

1500

1500

95 3550

A'

E2

D'

C'

E'

LVL +0.0

LVL +225

2000

1 BRICK THICK CLAY BRICKS WALL

MS CIRCULAR HOLLOW COLUMNS

Ø 150, THICKNESS 6MM

1/2 BRICK THICK CLAY BRICKS JAALI REFER SHEET-4

A

D

CONCRETE PLINTH

MS CIRCULAR HOLLOW COLUMNS

S2

355

UP

LVL +450

1

1400

2

C'

3

C

9

D2

EQ (1500)

X (4600)

LVL +450

1300 X 1275

TOILET

LVL +450

TOILET

1300 X 1275

8

D2

8

W1

600

EQ

6

EQ

E1

12000

LVL +450

LVL +450

10000 X 5000

SPORTS GALLERY

LVL +600

4

4

23249

EQ

390

3

3

EQ

LVL +450

STORAGE

B

2

7

2100

X

5

EQ

X

B'

2

W1

600

LVL +450

390

5

3000 X 3000

EQ

6

LVL +450

D1

2775 X 2775

OFFICE

7

EQ

1000

1

D1

1

19

550

170

8000

1600

GROUND FLOOR PLAN

A

B

C

D

E

2000

1500

3000

1500

3200

4000

1400

531

800

Ø 75, THICKNESS 6MM

9

18

930

17

LVL +450

16

15

14

13

12

3600

11

3000

10

LVL +300

R1

9

8

7

6

5

3000

4

LVL +150

1 BRICK THICK CLAY BRICKS WALL

LVL +0.0

3

2

1

S1

N

UP

1500

A'

E2

D'

A

B

C

D

E

SECTION AA’ & SECTION DD’

SECTION DD'

SECTION AA'

KITCHEN

TOILET

8

8

SPORTS GALLERY

OFFICE

6

6

SITTING AREA

SPORTS GALLERY

3

3

ENTRANCE COURT

STORAGE

SITTING AREA

G. LVL +0.0

TOP +450

BOT +3150

TOP +3450

BOT +7400

TOP +7900

G. LVL +0.0

TOP +450

TOP +1800

BOT +3150

TOP +3450

BOT +6400

TOP +6900

SECTION BB’ & SECTION CC’

G. LVL +0.0

TOP +450

TOP +600

BOT +3150

TOP +3450

BOT +5800

TOP +6500

TOP +7500

B

B

STORAGE

SITTING AREA

C

C

SPORTS GALLERY

SPORTS GALLERY

KITHCEN

C

C

SITTING AREA

B

B

G. LVL +0.0

TOP +450

TOP +600

BOT +3150

TOP +3450

TOP +5250

BOT +5700

TOP +6500

TOP +7500

2700

FENESTRATION DETAILS

PLAN

FRONT ELEVATION

SS SIZE - 100 MM

LOWER PIVOT

RUSTIC BLACK

POWDER COATED

Ø 25 MM

MS HANDLE

RUSTIC BLACK

POWDER COATED

100 X 50 X 4 MM THICK

MS C SECTION

TOP RAIL

SS SIZE - 100 MM

TOP PIVOT

900

900

WINDOW DETAIL

50

INSIDE

500

OUTSIDE

100 X 2700 X 50 MM THICK

500 X 225 X 50

500 X 225 X 50

SLATE STONE

SLATE STONE

BLACK RUSTIC COLOUR NATURAL SPLIT SURFACE

500 X 225 X 50

SLATE STONE

TEAK WOOD

SECTION 1:2

BOTTOM JUNCTION

COPPER OXIDISED

Ø 25 MM,

MS HANDLE

MS CLAMP

PLAN 1:2

MID RAIL AND HANDLE JUNCTION

50 X 50 X 4 MM THICK

RUSTIC BLACK

SECTION

THICK WALL

1 BRICK

MS T SECTION

TOP CORNER JUNCTION ELEVATION 1:2

POWDER COATED

50 X 50 X 2 MM THICK

L SECTION

STOPPER

RUSTIC BLACK

POWDER COATED

100 X 50 X 4 MM THICK

MS C SECTION

MID RAIL

RUSTIC BLACK

POWDER COATED

50 X 50 X 4 MM THICK

MS T SECTION

1500 X 2700 X 4 MM THICK

CLEAR GLASS

100 X 2700 X 50 MM THICK

TEAK WOOD

20 X 2700 X 50 MM THICK

TEAK WOOD

GAP 5MM

RUSTIC BLACK

POWDER COATED

50 X 50 X 2 MM THICK

L SECTION

STOPPER

100 X 50 X 4 MM THICK

MS C SECTION

MID RAIL

100 MM THICK

CONCRETE BEDDING

ELEVATION 1:2

TOP PIVOT JUNCTION

BEEDING ON BOTH SIDES

GROOVE 2MM IN WOOD

WOOD - GLASS CONNECTION

250 MM TO T SECTION

TIMBER BOLTED AT EVERY

MS - WOOD CONNECTION

MEMBER ASSEMBLY

EXPLODED ISONOMETRY

KITCHEN PLAN

E

SECTION EE'

DOUBLE SS SINK 1200 X 600 X 90

900

KITCHEN LAYOUT AND DETAILS

LVL + 3450

G. LVL +4450

3400

850 4400

LVL +3400

KITCHEN 3600 X 5600

1680

900

VOLTAS REFRIGERATOR 500 LTRS 830 X 1680 X 665

FOR FLOORING DETAILS REFER TO SHEET NO. 03

E'

2 IN NO., 20 MM THICH EACH

KITCHEN COUNTER SANDWICH GRANITE SLAB COLOUR - BLACK NATURAL FINISH

FIXED MICROWAVE 65 LTRS 600 X 600 X 575

SLATE STONE 600 X 600 X 30 THICK BLACK RUSTIC COLOUR NATURAL SPLIT SURFACE

1/2 BRICK THICK WALL

2 IN NO., 20 MM THICH EACH

KITCHEN COUNTER SANDWICH GRANITE SLAB COLOUR - BLACK NATURAL FINISH

SKIRTING GRANITE STONE

20 20

10

DETAIL 3 BOTTOM CONDITION

60

DETAIL 2 COUNTER AND SINK END DETAIL

100

DETAIL 1 COUNTER DETAIL

100

KITCHEN DETAIL

50

600

1800

1011

20 GRANITE SLAB COLOUR - BLACK NATURAL FINISH 20 MM THICH EACH AND MORTAR 20 MM

CABINET SHUTTER 50 MM PLYWOOD WITH LAMINATION COLOUR - GREY

GAP 50MM

1/2 BRICK THICK WALL

2 IN NO., 20 MM THICH EACH

KITCHEN COUNTER SANDWICH GRANITE SLAB COLOUR - BLACK NATURAL FINISH

MEMBERS REQUIRED

TREAD DETAIL PLAN

P, Q, R

MEMBER

25 Ø, 2.9 MM THICK

Charcoal 2123 POWDER COATED 1160

MEMBER V

QUANTITY - 46 NO.

MEMBER P

QUANTITY - 44 NO.

QUANTITY - 42 NO. MEMBER X

Q

QUANTITY - 84 NO.

QUANTITY - 44 NO. 850

MEMBER Y, Z

MEMBER R

STEEL PLATES 6 MM THICK Charcoal 2123 POWDER COATED

QUANTITY - 46 NO.

S, T MEMBER Y

MS L AND T SECTION 6 MM THICK L - 45X45 T - 45X38 Charcoal 2123 POWDER COATED

QUANTITY - 42 NO. MEMBER Z

QUANTITY - 42 NO. 45

100

QUANTITY L - 36 NO. QUANTITY T - 36 NO. 00

14

100

MEMBER

1500

MEMBER W

930

MEMBER

180

V, W, X

STEEL PLATES WITH THROUGH HOLES 6 MM THICK Charcoal 2123 POWDER COATED

300

TATA STRUCTURA HOLLOW PIPES CIRCULAR

850

MEMBER

45

0 38

30

0

20

45

MEMBER ASSEMBLY

45

MEMBER U

STONE - GRANITE COLOUR - BLACK MATT 45 MM THICK 600

600

290

600

MEMBER U1

50

MEMBER U2

295

290

200

MEMBER U3

MEMBER U4

50

600 MEMBER U5

QUANTITY TABLE DIMENSION

NUMBER (NO.)

600X290

44

U2

600X600

4

U3

200X290

21

U4

50X295

42

U5

50X600

4

NAME

U1

MODULE ARRANGMENT

1

DETAIL

1

DETAIL

2

DETAIL

3

3

2

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

PLAN AND ELEVATION

TREAD CONNECTION

TREAD AND LANDING CONNECTION

END ANCHOR CONDITION TO GROUND

STAIRCASE DETAILS DETAILING AND COMMUNICAING ARCHITECTURE

SPORTS PAVILION

SHEET NO. 02

WALL SECTION

QUANTITY - 300

LALITPUR SANDSTONE 600 X 600 X 30 MM THICK YELLOW COLOUR FRONT - BAND BLAST FINISH BACK - NATURAL FINISH

QUANTITY 28

NIZARNA MARBLE 600 X 600 X 30 MM THICKWHITE COLOUR HONED FINISH

EQ

SKIRTING DETAILLALITPUR SANDSTONEREFER DETAIL 3

S

GAP 5MM

FLOORING PLAN FIRST FLOOR

SCREED 50MM KOTA STONE 600 X 600 X 50 MM

SCREED 50MM

EQ

EQ

EQ 400

FLOORING DETAIL 2 CHANGE IN MATERIAL 1:10

SLATE STONE 600 X 600 X 30 THICK

EQ

LALITPUR SANDSTONE 600 X 600 X 30 MM

EQ 200 200 600

600

FLOORING LAYOUT AND DETAILS

FLOORING DETAIL 1 DETAIL FOR SAME STONE 1:10

MS T SECTION 60 X 60 X 4 MM

SLATE STONE 600 X 600 X 30 THICK

SLATE STONE 600 X 600 X 30 THICK BLACK RUSTIC COLOUR NATURAL SPLIT SURFACE

600

EQ

EQ

EQ

EQ

550

200

380

200

EQ

EQ

EQ

EQ

QUANTITY - 48

EQ

375

EQ

600

EQ EQ 450

GAP 5MM

RAISED SLATE STONE

JUNCTION

450

EQ

LALITPUR SANDSTONE 600 X 600 X 30 MM

EQ

EQ

200 LALITPUR SANDSTONE 600 X 600 X 30 MM

300

200

SKIRTING DETAIL 1:10

1 BRICK THICK WALL

CONCRETE BEDDING 100 MM

MS C SECTION 60 X 150 X 5 MM THICK HOT ROLLED CHARCOAL 2123 POWDER COATED BLACK

MS L SECTION 50 X 50 X 5 MM THICK CHARCOAL 2123 POWDER COATED BLACK

DRIP MOULD 4MM

SKIRTING LALITPUR SANDSTONE 150 X 250 MM

EQ

300

400

600

600

500

RAILING DETAIL 1:5

KOTA STONE 600 X 600 X 50 MM

RAILING MS HOLLOW SECTION

Ø 250 MM, 2 MM THICK

MS C SECTION 60 X 150 X 5 MM

MS PLATE FIXED TO C SECTION

SCREED 50MM

LALITPUR SANDSTONE 600 X 600 X 30 MM

ELEVATION

RIGHT ELEVATION

G. LVL +0.0

TOP +500

TOP +3500

TOP +4400

TOP +6700

TOP +7500

TOP +6300

TOP +7500

- Page intentionally left blank -

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

The idea that a more efficient structural system, that uses lesser material and spans more, just by isolating the forces of compression and tension i believe is a powerful one with huge possibility in the future where materials and resources may be scarce.

The development of the spanning system tending to tensgrity was in that sense the only way to effectively introduce tension members as structural elements and not just as stiffners.

Through the journey of the studio while making models it became clear on continuos process that the biggest learning to take from developing this system is not only the technical know how but also a deeper understanding on how human instincts get harnessed and refined through repetition of process.

SYMBOL

Model 1 Attempt at stabilizing symbol.

Model 1 Side view

Model 2 Top view

Model 2 Triangulating system with a v shaped module

Model 3 Central Member to hold members together

Model 4 Going back to the symbol and attempting at making a

Model 4 Detail

Model 4 Elevation

system by rotating the junctions alternately.

Model 5 Changing material from folded paper

Model 5 Front view

SETUP

Model 5 Top view

to planar members

Model 6 Top View

Model 6 Side view

Model 7 Propagation of system in one direction.

Model 7 View 1

Model 7 Elevation

Model 8 Increasing the depth in one direction

Model 8 View 1

Model 8 View 2

GENERATION OF STRUCTURAL SYSTEM

Model 10 Isolated all members in one plane.

Joints are still rigid half cuts.

Sytem fails as there is only one support.

Model 10 Isolated all members in one plane.

Joints are still rigid half cuts.

Sytem fails as there is only one support.

Model 10 Elevation

Model 10 Central Floating compression member added to remove rotational moment at junctions of the member.

SELECTION AND REJECTION

Model 11 System members have been profiled to have a l shaped geometry, First bearing member attempt with planes at alternate points stabilizing the system.

2 separate strings have been made to pass through both sides of the spanning system and tension is applied from both end conditions.

PROFILING

First attempt at making final cube,

Model 13 Side elevation

Bearing system with cross brace as well as tension cables ru nning to the base.

End condition of the system has also been rectified with a c shaped member for the spanning elements to rest on.

INTRODUCING THE BEARING

Once there was understanding that the one way span had too much moment in its perpendicular direction, the attempt was to switch to a two way span with the same tesselating profile which would be locked together with tensile members and the stabilized.

Attempt at stabilizing bearing system pin joints.

Two way system in action with tensile members locking movement in all direction.

REFINING SPANNING SYSTEM TO STABILITY

STAIRCASE DETAIL

ASSEMBLY SYSTEM

ASSEMBLY SYSTEM

GROUND FLOOR PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

FIRST FLOOR PLAN

GROUND FLOOR PLAN

SECTIONS SECTION AA’ FIRST FLOOR PLAN

+3.17m

RENDERS RENDER 1

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

The studio’s intent was totally opposite from the conventional approach we have towards designing. We usually have the brief introduced encapsuling certain set of requirements and the concepts evolve with certain responses depending on the individual and introduce the structure into the later phase.

While, this studio focused on completely flipping this order of designing.

This integration of structure, material and space was important aspect I was looking to cater to along my journey in the studio.

Though the studio focused more on the structural part in the first half i.e. unit and system development, there were stages introduced where in we slowly started introducing the materiality and spacial qalities into the structure.

Series of extensive working models were the process of evolving the system, which seemed the ideal way to understand the behaviour of the system under different loads. Along with the physical models, there were digital simulations made on Rhino using Grasshopper plugin, which gave the opportunity to make a variety of iterations in very less time. Particularly in my case, the complexity of the structure, posed limitations to make either of the digital or physcial models. Angle for the notches in the reciprocal members were inlcined in all three planes, thus digital aid became must, scripting the simulation with certain given parameters which would give the resultant form and thus the needed dimensions for the notches.

When the materiality part was introduced, i started to really apply and understand how the materiality would affect member sizes and certain joineries were required for different materials coming together. Also the expression started coming out from all this and I made a concious effort to define spaces using the cement board planes and the reciprocal lines.

Thus the design that has come out has a heavy base at the bottom housing the sports gallery, which helped in emphasizing the light hovering roof above. The cafe above overlooks the sports gallery below and having the strong presence of the reciprocal lines of the roof following a strict geometry.

A symbol comprising of two lines and three dots was the begining point. Various modules made of straws and boards were designed in such a way that it’s section revealed the symbol.

Horizontal Spacers for reference. Delete later

A pair of materials (one flexible and other stiff) were used at their own strengths to come up with modules that represented the given symbol.

The key concept here was to use the dot in the middle as a connector between two lines.

SETUP

GENERATION OF STRUCTURAL SYSTEM

Effective use of flexibility as a trait was missing and hence white flexible board were intoduced to explore the idea spanning using straw as supports Various possibilities of propagation were tried for the selected module.

SELECTION AND REJECTION

Propagation of the tensigrity module in both X and Y direction was attempted.

Various part models were made and a rule was established for systematic propagation.

So the straw members were converted to planar members

BEHAVIOUR UNDER FORCE

Resolution of unit was now done using a mix of tensegrity and reciprocal frame system.

Systematic propogation resulted in a much rigid geometry. which limited the systems potential.

PROPOGATING AS RECIPROCAL SYSTEM

Bearing system thus was introduced by introducing a planar member to function as one of the threads from earlier models.

Conceptual idea pull the alternate member away from each other using the tension threads ans helping in keeping the unit intact.

ADAPTATION AS BEARING SYSTEM

Resolving the orientation of thread, the system now was converted to planar form for the ease of tideous task of making joinery between reciprocal member, looking for the ease of construction.

Planar forms along with steel junctions provided the much needed lightness and strength. Also, provides ease os assembly while actually making it.vvvv

ADAPTATION OF PLANAR FORM IN SYSTEM

MATERIAL INTRODUCTION

Different joineries were worked out understanding the material behaviour as well as the form of the system.

Angles for each member were in 3 planes thus digital simulations were used.

Introduction of materials resulted in sandwich play members with steel in the middle providing junctions to anchor steel.

REFINEMENT OF JOINERY

First script is to generate a simulation of reciprocal structure, by applying different forces and giving lengths according to the needed form. While the second one is to convert the lines from the resultant simulations to box sections, giving the required notches for the ply members.

REFINEMENT THROUGH SCRIPT

These simulations helped in getting the required depth and the overall form by modulation different lengths as it is the governing factor for the reciprocal structure’s form. Also by applying the different loads I was able to gauge the length at which the supports needed to be put.

Above diagram shows the simulation of system obtained using grasshopper script where the green is the final spanning system under gravity.

ELEMENTS OF SPANNING THROUGH SCRIPTING

Vertical bearing system required tweaking by changing the orientation of the plane of the ply members in comparison to the spanning.

ELEMENTS OF BEARING THROUGH SCRIPTING

RECIPROCAL MEMBER

GROOVE DETAIL

PLYWOOD 20MM THICK

STEEL PLATES

ASSEMBLY

M.S STEEL 10MM THICK THRRE COAT PAINT FINISH

PASSING OF M.S THREAD

ANGULAR GROOVES IN ALL THREE PLANES USING 3D ROUTER

LACQUER FINISH

Y16

Y15

Y15

15Ø, LEN

PLATE 1

MEMBER TYPE 1

50

X1

10Ø

53

X'4

89

X

ADJACENT TO THE GROO

8

12

2.2

SPACER 1

50

50

FACE Y

X4

'DETAIL X' SIDE ALWAYS COME

°

130 65

50 X3

DIRECTION OF THE GROOVES

6

65

Y14

Y13

30

15Ø 164.2°

Y12

THROUGH HOLE

STEEL PLATES COMING OU

37

Y11

X'3

THROUGH HOLE

Ø

53

50

Ø

150

DETAIL X PLATE 1

X6

Y26

Y25

92

MEMBER TYPE 2

THROUGH HOLE

.3

10Ø

°

THROUGH HOLE

15Ø

Y23

MEMBER TYPE 3 SIMILAR ASSE WITH DIFFERENT GROOVE DE RECIPROCAL MEMBERS C AND

65

130

65

Y22

30

° Y21

650

.3

PLATE 2

Y24

92

Y25

FACE B' 50

50

50

50

50

50

300

VERTICAL MEMBER TIMBER SECTION 80X80 LINSEED FINISH

PLATE 1

PLATE 3 THROUGH HOLE

PLATE A

10Ø

PLATE B 24

30

15Ø

65 130

36

32

166

65

21

25 24

FACING ON THE INNER SIDE O

18

50

50

86

50 22

UNIT ASSEMBLY

DURING THE PLACEMENT

X'5

X'2

X5

X2

200

1700

THROUGH HOLE

50

50

50

3G1

300

40

22

22

80

PLY SPACERS PLYWOOD 20MM THICK

NOTES

LACQUER FINISH

M.S PLATES ON THE ENDS, FIXED TOGETHER USING FILLET WELDING AT THE GIVEN ANGLE, ALIGNING THE HOLES ENTIRE THING TO BE ROTATED BY 23° ON THE OPPOSITE SIDE

SPACER 1

THEN INSERTING THE METAL PLATE INSIDE AND FIXED USING BOLTING

THROUGH HOLE

65

GROOVE OVERLAP

130

650

1000

15Ø

3G2-2G4 3G4-1G2 1G4-2G2

65

1

23

B

B

9°

.

05

50

50

50

X1

X6

150

A

A

SPACER 2 THROUGH HOLE

GROOVE FOR INSERTING THE STEEL PLATE

15Ø

65 130 65

X'6

50

X'1

STEEL PLATE BOLTED WITH THE TIMBER

50

50

200

50

300 65

65 130

20

80 FACE X

FACE X'

RECIPROCAL SYSTEM

VERTICAL MEMBER ASSEMBLY IN UNITS

ASSEMBLY OF UNITS WITH VERTICAL MEMBER

TENSION CABLE INSERTED BETWEEN PLATES SUCH THAT VERTICAL MEMBER FITS IN THE CENTER

UNIT ASSEMBLY PLAN

FRONT ELEVATION AND ISOMETRIC VIEW

SPANNING SHOP DRAWING

ASSEMBLY PASSING OF M.S THREADED ROD

15Ø, LENGTH 30MM

MEMBER TYPE 1 STEEL PLATES COMING OUT, ALWAYS FACE THE DIRECTION OF THE GROOVES

'DETAIL X' SIDE ALWAYS COMES

ADJACENT TO THE GROOVES PLATE 1

RECIPROCAL MEMBER A

SPACER 1 SPACER 2

RECIPROCAL MEMBER A'

PLATE 3

PLATE 1

MEMBER TYPE 2 MEMBER TYPE 3 SIMILAR ASSEMBLY BUT WITH DIFFERENT GROOVE DETAILS I.E. RECIPROCAL MEMBERS C AND C'

PLATE 1

RECIPROCAL MEMBER B

RECIPROCAL MEMBER B'

PLATE 2

PLATE 1

UNIT ASSEMBLY DURING THE PLACEMENT OF ALL THE TYPES, RECIPROCAL MEMBERS HAVING (') I.E. A', B' AND C' SHOULD BE FACING ON THE INNER SIDE OF THE TRIANGLE

3G3

TYPE 3

VERTICAL MEMBER ASSEMBLY IN UNITS TENSION CABLE INSERTED BETWEEN PLATES SUCH THAT VERTICAL MEMBER FITS IN THE CENTER

3G4

3G1

ISOMETRIC VIEW OF FOUR UNITS ASSEMBLED WITH VERTICAL MEMBERS 3G2

1G1

1G2

1G3

TYPE 1

2G4 1G4

GROOVE OVERLAP

2G3

3G2-2G4 3G4-1G2 1G4-2G2

TYPE 2

2G2

2G1

THREE COAT PAINT ONTO THE STEEL AND LAQUER FINISH ONTO THE PLY MEMBERS OF THE ASSEMBLED UNITS

UNIT ASSEMBLY

RECIPROCAL FRAME STRUCTURE DEVELOPED THROUGH OVERLAPPING OF THE INVERTED UNITS SIMULTANEOUSLY

300 PLATE 2 PLATE 1

PLATE 3 THROUGH HOLE

PLATE B

10Ø

RECIPROCAL SYSTEM

THROUGH HOLE

15Ø

36

VERTICAL MEMBER ASSEMBLY IN UNIT

UNIT ASSEMBLY

TENSION CABLE INSERTED BETWEEN PLATES DURING THE PLACEMENT OF ALL THE TYPES, RECIPROCAL MEMBERS HAVING (') I.E. A', B' AND C' SHOULDSUCH BE THAT VERTICAL MEMBER FITS IN THE CENTER FACING ON THE INNER SIDE OF THE TRIANGLE

65

24

30

ASSEMBLY OF UNITS WITH VERTICAL MEMBER

FRONT ELEVATION AND ISOMETRIC VIEW TYPE 3

166

65

21

130

UNIT ASSEMBLY PLAN

50

50

86

50

50

50

50

3G3

3G4

3G1

300 3G2

1G1

1G2

22

22

80

PLY SPACERS

1G3

PLYWOOD 20MM THICK

LACQUER FINISH

TYPE 1

S, FIXED TOGETHER USING FILLET NGLE, ALIGNING THE HOLES

D BY 23° ON THE OPPOSITE SIDE

2G4

SPACER 1

1G4

PLATE INSIDE AND FIXED USING THROUGH HOLE

15Ø 65

2G3

130

3G2-2G4 3G4-1G2 1G4-2G2

23

65

B

2G2

GROOVE OVERLAP

50

50

50

TYPE 2

2G1

150

A

SPACER 2 THROUGH HOLE

65

130

65

15Ø

50

200

50

300

VERTICAL MEMBER ASSEMBLY IN UNITS SPANNING SYSTEM TENSION CABLE INSERTED BETWEEN PLATES

SUCH THAT VERTICAL MEMBER FITS IN THE CENTER UNITS COMING TOGETHER TO FORM A LINEAR SYSTEM HAVING INVERTING RECIPROCAL UNITS FRONT ELEVATION AND ISOMETRIC VIEW SYSTEM PLAN

SYSTEM ASSEMBLY

DETAILING AND COMMUNICATING ARCHITECTURE

RAFTER LINES CREATING A CROSS FRAMEWORK FOR ROOFING

VERTICAL TIMBER POST

SPANNING SYSTEM

PURLIN LINES FOR ROOFING

SYSTEM PLAN

UNITS COMING TOGETHER TO FORM A LINEAR SYSTEM HAVING INVERTING RECIPROCAL UNITS

SPANNING SYSTEM

RECIPROCAL MEMBERS

HEXAGONAL FORM THROUGH UNIFORM REPITION

1

2

3

4

5

6

760

GROUND FLOOR PLAN

A

7

8

9

2320

2320

690

2380

710

690

530

924

1396

02

03

07

08

09

10 11

12

B'

710

LVL +620

690

15

16 17

690

E'

18

19

710

690

G

LVL +150

05

06

RISER 152 TREAD 400

FOR STAIRCASE DETAIL REFER SHOP DRAWING NO. 2

04

A'

13

C'

14

D'

F'

20 21

G'

22

23 24

CONCRETE FOOTING

1030

7800x5580

W2

W1

710

F

7100x5800

LVL +600

D1

570

E

SPORTS GALLERY

01

02

920

D

SPILL OUT EXHIBIT

UP

UP

01

EXPOSED CONCRETE

320

C

H'

H

1280

3000x2090

COMMON BATHROOM

W6

KOTA STONE FINISH

892

10440

1180

3147

B

I'

I

01

D3

03

02

LVL +620

6829

M.S JOIST

1920

KOTA STONE FINISH

W8

D4

M.S JOIST

J'

J

924 1417

4580x3270

OFFICE

3000x2090

UP

2450

STORAGE SPACE

360

1680

A

88

2232 1308

564

K'

K

580

415

D5

W9

B'

2130x2090

415

W3

BATHROOM

D2

2350

B

217

383

L'

L

464

W4

W7

W5

GLASS BRICK

284

1'

2'

3'

4'

5'

6'

A'

7'

8'

9'

N

UPPER FLOOR PLAN

1

2

9

LVL +150

01

02

03

04

05

RISER 152 TREAD 400

06

07

08

09

10

EVEREST HEAVY DUTY CEMENT BOARD

11

12

13

A'

A

B'

B

C'

LVL +620

C

14

D'

15

D

16 17

E'

18

E

19

F'

20 21

F

G'

22

G

23 24

DN

H'

H

LVL +3960

PLY HANDRAIL

I'

I

2808

2776

6100x8000

DINING AREA

VETRIFIED TILE FLOORING

D5

J'

J

382

920

4580x3550

TERRACE

4800x4650

OPEN KITCHEN

1920

GRANITE PLATFORM

400 1222

1022 516

2262

L'

L

1'

2'

9'

N

ELEVATION A

EXPOSED CONCRETE FINISH

MALA PLASTER FINISH

GREEN PLYWOOD FLOORING

KOTA STONE FLOORING

W9

SECTION AA’

LVL +7600

LVL +3940

FINISH FLOOR TOP

LVL +630

BRICK WALL TOP

LVL +3600

UPPER FLOOR FINISH TOP

D1

PLY SCREEN FACADE

HEAVY DUTY FIBRE CEMENT BOARD

2077 1163

CEMENT BOARD TOP

A B

C

C

D

D

E

E

F

F

G

G

368 134 1200

LVL +7600

B

H

H

SPORTS GALLERY

GREENPLY LAMINATE FLOORING

I

I

JOISTS

M.S BOX SECTION

RECIPROCAL MEMBERS MADE OF 20MM PLY

KOTA STONE FLOORING

J

J

STORAGE ROOM

VERTICAL TIMBER MEMBER

K

K

224

840 136

W3

GRANITE PLATFORM

L

L

360 840

BEARING SYSTEM TOP

A

D2

1600 456

LVL +7600

SECTION BB’ & DETAILS

FINISH FLOOR TOP

LVL +630

BRICK WALL TOP

LVL +3600

UPPER FLOOR FINISH TOP

LVL +3940

CEMENT BOARD TOP

LVL +7600

BEARING SYSTEM TOP

GRANITE PLATFORM

PLY SCREEN FACADE

B

D1

9'

9

224

840 136

8'

8

7'

7

D2

STORAGE ROOM

GREENPLY LAMINATE FLOORING

6'

6

5'

5

4'

4

3'

3

W1

HEAVY DUTY FIBRE CEMENT BOARD

2'

2

A

288 840

OFFICE

224

840 136

840

1

1

D1

R.C.C SLAB

M.S BOX SECTION IS SHS 100X100

CONCRETE BED 220X120

M.S PLATE 5MM THICK

M.S BOX SECTION IS RHS 200X100

M.S L-SECTION 100X100

EVEREST HEAVY DUTY CEMENT BOARD 2400X1200

GREENPLY LAMINATE FLOORING

R.C.C. SLAB 250 MM THICKNESS

CONCRETE BED 220X120

METAL PLATE 5MM THICK

M.S BOX SECTION IS RHS 200X100

M.S L-SECTION 100X100

M.S BOX SECTION IS SHS 100X100

EVEREST HEAVY DUTY CEMEMNT BOARD 2400X1200

GREENPLY LAMINETED FLOORING

DETAIL B

DETAIL A

DOOR DETAILS

740

473

1213

50

690

50

373

50

50

30

30

21

30

25 981

981

921

30

26

X'

X

30

12

30

30

LINSEED OIL + VARNISH POLICE

TIMBER JAM

EVEREST CEMENT BOARD RAW FINISH

TIMBER FRAME LINSEED OIL + VARNISH POLICE

TRANSPARENT GLASS

TIMBER FRAME LINSEED OIL + VARNISH POLICE

125X85

TIMBER JAM

EVEREST CEMENT BOARD 20MM THICKNESS

TIMBER FRAME 125X85

4MM Ø

SELF TAPPING SCREW

BIDDING 15X15

TRANSPARENT GLASS 4MM THICK

TIMBER BEAM 125X125

SANDWICH PANEL FISCHER THERM PLUS SL60 60MM THICKNESS

60

20 85

40 10

SECTION XX'

20

25 100 85 30 55

980 55

75

2

SECTION AA'

C

04

05

06

3960

07 08 09

10 11

12

13

EACH HOLE IS OF 8MM Ø

ALL THE GIVEN HOLES EXCEPT FOR THE HOLES OF MEMBER 1, RECIVE CABLES ONLY

ALL THE GIVEN MEMBERS ARE OF M.S

2

21

9

NOTES:

60

1600

8800

1310

JUNCTION

CENTRAL CABLE

STAIRCASE PLAN,VVELEVATION ADN DETAILS

FINISH FLOOR TOP

LVL 150

CONCRETE MID LANDING TOP

LVL +2110

UPPER FLOOR FINISH TOP

LVL +3960

1

03 14

B

3

15

JUNCTION

17

EDGE CABLE

16 18

3530

19

20

161

220

PLAN

400

882

1780

630

UP

02

726

01

25

21

43

75 43

2470

22

5

23

A

RECIPROCAL MEMBER A

24

10MM Ø

ANCHOR BOLT

M.S BOX SECTION IS SHS 75X75

WITH 5MM PLATES WELDED ON TOP

M.S BASE PLATE 6MM THICK

M.S BOX SECTION IS SHS 75X75

DETAIL B

DETAIL B

DETAIL A

03

02

01

120

24

24

REQUIRED NUMBER

ANCHOR BOLT

10MM Ø

M.S BOX SECTION IS SHS 75X75

CONCRETE SLAB 150MM THICK

CONCRETE SLAB 150MM THICK

WITH 5MM PLATES WELDED ON TOP

M.S BASE PLATE 6MM THICK

8MM Ø

THREDED BOLT

M.S BOX SECTION IS RHS 200X100

M.S L-SECTION 100X100

M.S BOX SECTION IS SHS 100X100

0

22

1

50

63

EXPLODED ISOMETRIC OF TREAD DETAIL

3

00

80

DETAIL X

9

CONCRETE BLOCK

6MM Ø

THREADED BOLT

8

9MM Ø

ANCHOR BOLT

EXPLODED ISOMETRIC ASSEMBLY OF TRE

4

300

MEMBER SIZES

163

3

200

5

RECIPROCAL UNIT MADE OUT OF MEMBERS 5 AND 6

5

80

17

6

1

3

2

LAMINATE PLY 20MM THICK

LAMINATE PLY 20MM THICK

FILLET WELDING ON TOP OF THE M.S BALUSTER

M.S RAILING 5MM THICK

3

6

M M.S BRACKETS, 120 MM Ø

TENSION CABLE, 8MM Ø

LAMINATED PLY,

40MM SANDHWICH

M.S DEEP C-SECTION PLATE

FISCHER THERM PLUS

EXTERIOR BOARD, 60MM THICKNESS

LAMINATED PLY,

40MM SANDHWICH

LENGTHENING JOIINT USING STEEL PLATE

N

TIMBER JAM RECIEVING THE CEMENT BOARD FROM THE TOP

W2

P.C.C LAYER

B.B.C.C LAYER

CONCRETE PLINTH

WALL SECTION

M.S CIRCULAR HOLLOW SECTION 120MM Ø

TRI-JUNCTION M.S PLATE 6MM THICK

BOLT

FILLET WELD ONTO THE BASE PLATE

10MM Ø

M.S BASE PLATE 6MM THICK

M.S PLATE 6MM THICK WITH A STIFFNER IN BETWEEN

THREADED ROD

TWO 20MM PLY SANDWICH TOGETHER

10MM Ø

DETAIL M

TWO 20MM PLY SANDWICH TOGETHER THREADED ROD

M.S ANGLE SECTION 50X50

10MM Ø

SELF TAPPING SCREW

6MM Ø

M.S DEEP C-SECTION 6MM THICK

SELF-TAPPING

SCREW, 6MM Ø

SANDWICH PANEL FISCHER THERM PLUS SL60 60MM THICKNESS

DETAIL N

WALL SECTION DETAILS

02

03

04

05

06

07

08

GROUND LEVEL FLOORING LAYOUT

EXPOSED CONCRETE TROWELING FINISH

UP

01

09

10 11

6

4MM Ø, AT REGUALAR INTERVALS

SELF TAPPING SCREW

2-3MM GAP BETWEEN BOARDS FOR EXPANSION

GROUND LEVEL FLOORING LAYOUT

1

GRANITE DARK GREY

NITCO VITRIFIED TILES TRAVENTING TITANIUM

KOTA STONE DARK GREY

KOTA STONE LIGHT GREY

R

12

13

10

10

9

9

15

7

7

16 17

BOX SECTION 100X100

14

8

8

M.S JOIST

KOTA STONE 500X500 LIGHT GREY NATURAL FINISH

18

19

20 21

5

5

22

23

R

24

4

4

NITCO VITRIFIED TRAVERTINO TITANIUM 600X1000

6

6

3

3

2

2

S

6

5

8

8

R

GRANITE STONE 20 MM THICK POLISH FINISH

1

5

3

4

4

2

2

1

3

S

S

1

1

1

KOTA STONE 500X500 DARK GREY NATURAL FINISH

KOTA STONE 405X500 DARK GREY NATURAL FINISH

7

7

6

6

5

5

3

3

2

2

KOTA STONE 500X500 LIGHT GREY NATURAL FINISH

4

4

S

S

8

1

2

3

4

5

6

7

9 2

S

10

1

3

8

7

GREENPANEL LAMINATED WOODEN FLOORING AC3 FLP08

1

1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

KOTA STONE 500X335 DARK GREY NATURAL FINISH

1

6

2

5

3

R

4

4

3

5

2

6

1

7

S

8

1

2

3

4

5

6

7

8

9

10

KOTA STONE 500X500 LIGHT GREY NATURAL FINISH

SELF TAPPING SCREW

1

PREPARATION PLATFORM

3

1755

981

2300

3000

REFRIGERATOR

COUNTER

JUICE AND BAR

NITCO VITRIFIED TRAVERTINO TITANIUM 600X1000

20MM EVEREST HEAVY DUTY FLOORING BOARD 2400X1200

4

BOX SECTION 100X100

M.S JOIST

CEMENT BOARD LAYOUT ON M.S JOISTS

2

UPPER LEVEL FLOORING LAYOUT

20 MM EVERST HEVY DUTY FLOORING BOARD 1400X1200

S

UPPER LEVEL FLOORING LAYOUT

2

R

1

2

3

4

5

6

2-3MM GAP BETWEEN BOARDS FOR EXPANSION

GROUND LEVEL FLOORING LAYOUT

4MM Ø, AT REGUALAR INTERVALS

1

EXPOSED CONCRETE TROWELING FINISH

1000

GRANITE STONE 20 MM THICK POLISH FINISH

S

GREENPANEL LAMINATED WOODEN FLOORING AC3 FLP08

1

2

3

4

5

6

7

1

2

3

R

4

PLY PARTITIONS BETWEEN DIFFERENT SPACES

GREEN PANEL LAMINATED WOODEN FLOORING PATTERN ON THE CEMENTBOARD LAYOUT

KOTA STONE 500X500 LIGHT GREY NATURAL FINISH

S

5

6 7

8

GREENPANEL LAMINATED WOODEN FLOORING AC3 FLP09

Y

ELEVATION A

DRAWER

DRAWER

DRAWER

C

COUNTER TOP HOT PLATE

DRAWER

CABINETE

A

PLAN

B

DRAWER

KITCHEN LAYOUT

CABINETE

981

DRAWER

BLACK GRANITE COUNTER TOP

2555

2300

CABINETE

3000

CABINETE

700

CABINETE

GRANITE PLTFORM ON PLY MEMBERS

CABINETE

ELEVATION B

SHELVES

SHELVES

SHELVES

WASH AREA

Y'

REFRIGERATOR

COUNTER

JUICE AND BAR

DETAILING AND COMMUNICATING ARCHITECTURE

KITCHEN LAYOUT AND DETAILS

2

COOKING AREA

PREPARATION PLATFORM

3155

1420

1755

1000 1066 900 1089

UPPER LEVEL FLOORING LAYOUT

230 900

2

REFRIGERATOR

740

SECTION YY'

3321

ELEVATION C

CABINETE

PLY PARTITIONS BETWEEN DIFFERENT SPACES

DRAWING NUMBER: 6

CABINETE

3100

CABINETE

WASH AREA / SINK

700

REFRIGERATOR

- Page intentionally left blank -

KITCHEN LAYOUT AND DETAILS WALL SECTION DD’ mno

STRUCTURE · MATERIAL · SPACE LEVEL 2 STUDIO · SPRING 2019

As a student of architecture, what was learnt by me in studio, whether it has manifested itself in the output or not, has caused a change in the perception and approach of my design and design process. Architectural thinking has been enhanced and observations have also been made on the mistakes and alternatives that could be taken during design. I do hope to use this knowledge and manifest it in the best way possible in the coming few semesters of my academic term. This studio also has given me a mental confidence and foresight into the possibilities of exploring an idea and hopefully it shall manifest itself as a product during the culmination period of my academic architectural journey.

THE SET UP: Initially an abstract symbol was given to us, for which we had to develop a structural relationship between the parts of the symbol given. The dot and the dash became two symbols at a moment time, upon extrusion brought about these models which explored the form and growth of a single module.

GENERATION OF STRUCTURAL SYSTEM: After developing a module and its components, i started to explore the growth of this module and to form a module that lends itself to propogation. Profiles of the compents were changed and variations in tension members were brought about.

SELECTION AND REJECTION: After identifying the relationship and propogation within the module and across the module, through trial and error a profile had to be achieved inorder to derive a system. The images above depict the chain or initial propogation of system.

ADAPTATION AS BEARING SYSTEM: Once the spanning had been derived,an exploration was made into how the same system could become the bearing. The plane should be fully integrated with the system such that either cant work without the other.

A bearing to spanning connection was worked out finally. The observation was that the bearing started to demarkate clear lines of force in structure which could potentially be continued from top to bottom. The idea was to keep a continuous system from the span to the base.

MATERIAL INTRODUCTION: Once the bearing to spanning had been fixed, a sense of material had to be brought in. I chose plywood, MS steel plates, and timber for my bearing as my materials. Gluelam could also be used for the arms of the module.

BEARING AND SPANNING SET-UP: A set-up was derived to test the relationship between the two. A deflection was noted and for further development clear lines of the bearing were extruded to progress.

Elevation of bearing plane.

TOP VIEW OF SPANNING

GROUND FLOOR PLAN

FIRST FLOOR PLAN