Bhuvan Goyal I Undergraduate Architecture Portfolio 2021 l Aayojan School of Architecture, Jaipur.

ARCHITECTURAL

PORTFOLIO

B H U VA N G OYA L SELECTED WORKS 2018 - 2021

Bhuvan Goyal

Curriculum Vitae

BHUVAN GOYAL - This portfolio is aimed to display my ability to solve problems and my skills in different fields, but to enable one to understand my perception of architecture design. It is about the way an object or idea speaks to its audience. But good design not only gets the message across - it also engages us in conversation.

EDUCATION Aayojan School Of Architecture, Jaipur Shiv Jyoti Sen. Sec. School, Kota

CV

CONTACT 2018 - 23 2016 - 18

+91 8107430242 bhuvangoyal17@gmail.com Fatehnagar, Rajasthan, India

COMPETITION

SKILLSET

Zonal Nasa Reubens Competition 2018 Annual Nasa Design Competition 2019 Zonal Nasa Competition 2019 Zonal Nasa Reubens Competition 2019 Hudco Design Competiton 2020 120 Hours Compitition Pandemic Dwelling Competition 2020

Modelling + Drafting Rhino + grasshopper Revit Sketchup Autocad

WORKSHOP AND EVENTS Meenakari Workshop Soft brick modelling Zonal Nasa 2018 Zonal Nasa 2019 Annual Nasa 2020 Trezi Workshop Pratt Architecture Debate (Ft. Ar. Chris Pratch)

WORK EXPERIENCE Freelancing [ 2019 - present ] Site Architect [ june,2021 - present ]

Rendering V-ray Lumion Keyshot Enscape Post production Photoshop Lightroom Illustrator Indesign Other Skills MS suite Sketching Modelling Origami Painting

4 Contents

TABLE OF CONTENTS 1. House Of An Illusionist

06 - 15

2. Kisan Utthan Kendra

16 - 27

3. Health & Wellness Clinic

28 -35

4. Electric Car Charging Station

36 - 37

5. Working Drawing

38 - 39

6. Practical Work

40 - 43

7.

44 - 45

Pandemic Dwelling

8. Andc 2019

46 - 49

9. Lightning Arm

50 - 51

10. Miscellaneous

52 - 55

Contents

5

01

6 House Of An Illusionist

House Of An Illusionist

House Of An Illusionist 7

HOUSE OF AN ILLUSIONIST LOCATION - LISBON, SPAIN SITE AREA - 100 MSQ CLIMATE - COLD AND HUMID

BRIEF TEXT

MOTO

Challange is to design an plan a residential unit for an illusionist, but previous to which first we have to design our illusionist by our self. the character sketch of the illusioniost must Capture their likes, dislikes, their temperament, their skills, their physical appearance and everything which we believe may required to know our illusionist. mixing talents, past experiences, hobbies.

the design essentially act as a night time observation and practicing unit for the illusionist in the fall of each year to observe a certain galaxy which is his main focus and intrest out of his illusionist/magician side, and there is other characteristic features which are also been inculcated in the design process.

CHARACTER SKETCH - Intrest & Hobbies

Reading Astronomy

Writing Technology

Space-Time 8 House Of An Illusionist

Magic

SITE OVER VIEW

CONCEPT MODEL House Of An Illusionist 9

PARTI

STEP PHASE CHANGE

REVOLVE LIFT ROTATE GLIDE

DEFINING HINGE

JOINING

UNITS

ELEMENTRY UNIT FRAMING

LINKED

LINKED

SPACES

SPACES

10 House Of An Illusionist

Connection In-Place

STAGE 1

STAGE 1

- Connection phase of both type of transition units.

House Of An Illusionist 11

STAGE 1

STAGE 2

First Floor

- Observatory - Living - Open deck - Work space - Bed room

Ground Floor

- Courtyard - Entrance - Storage - Kitchen

Base Bearing for Glider movement

- Stage 1 allows external user to enter inside the house approaching from the central court, and reach above to the first floor.

12 House Of An Illusionist

- Transition occurs when base bearing move gliders to 90 degree into stage 2, In which no external user can enter inside the house as it would be.

East Elevation East Elevation

- Living area - Living area

- Observatory and balcony - Observatory and balcony

Stage 2 Section Stage 2 Section House Of An Illusionist 13

OBSERVATORY SPACE

- Observatory is topped with a focal shaft to reduce affect of the local light pollution along the way of the telescope aparature area.

14 House Of An Illusionist

OVERHANGING CELL

- Our illusionist can transcend his work and himself as a person in this house with all the solitude and focus she gets from this space.

House Of An Illusionist 15

02

16 Krashi Utthan Kendra

Kisan Utthan Kendra

Krashi Utthan Kendra

17

KISAN UTHAN KENDRA LOCATION - KHATU, SIKAR (RAJASTHAN) SITE DIMENSIONS - 60M*30M SITE AREA - 1800 MSQ CLIMATE - HOT & DRY

BRIEF TEXT

MOTO

India is agriculture-based economy where most of the farmers are illiterate. This make it difficult for them to take advantage of the government schemes at central and state level and are not aware of the best practices and advances in farming techniques.

As per the site conditions and acoording to design moto to promote vegetative life in every possible way. It would be better to retain its existing greenery as much as possible.

For the same, the government of india has initiated a program under which kisan uthan kendra, essential facilities such as horticulture assistance, seed and fertilizer shops, farmer training center.

So it’s appropriate to inculgate earth burm for the same in our design. Earth sheltering is an age long traditional practice. In modern times its benefits has prompted new definitions for its practice. With the potential thermal conservation qualities and physical characteristics of earth as a building mass.

USER ACTIVITY

- Cattle farming

- Farming techniques

- Instrumental understanding

PARTI

Generalizing spacial arrangement stated according to the project dicription.

18 Krashi Utthan Kendra

Modifying spacial arrangement based on the utilization & and climatic factors.

Defining circulation and placing spaces according to stated site criterias and vehicualr access.

SITE PLAN

- Prevaling use of courtyard planning for both climatic and functional benifit.

- Site is in between mixed use portion of the village, hence will cater variety of croud from around the village.

- Site context respects natural and vegitative lifeform in all senses.

Site conditions required spliting level variations of spaces according to user analysis.

Deffining earth burms of variying spaces according to level diffrence.

Finalizing circulation paths for vehicls and users. And defining ramps according to levels of spaces.

Krashi Utthan Kendra

19

- Classroom - Utilities - training facility for farm owners to have collective teaching.

- this floor has a versitile connections to both front and back of the site.

- Tensile shade - the central court is both partially lit and shaded to fullfill the needs of the user all day long.

- Central court - Admin - Sample collection - Testing lab - Display area - Retail outlet - Utilities - user to staff interaction in hairarchy according to the project demand.

- Auditorium - Organic storage - Instrument storage - storage facilities can be reached by sideways ramp provided, as they provide adiquate cooling for the storage material.

- Testing farmland - Site circulation - Parking for trucks - to fecilitate a broder variety of user at once saperate connectivity is established to all entries.

- parking and circulation path is design to cater trucks and large moter vehicles.

20 Krashi Utthan Kendra

Site Plan

First Floor Plan

Ground & Semi Basement Floor Plan

Krashi Utthan Kendra

21

SECTION THROUGH SITE 22 Krashi Utthan Kendra

- Vegitative bed - Earth cover - PCC insulation - Water insulation - Red sandstone slab - Railway i-section - Recycled tires on side - Internal brick masonry

SECTIONAL MATERIAL VIEW Krashi Utthan Kendra

23

- South Elevation

- Back portion is the practicle working farm connecting directly with the central court.

- Earth burms provide a possibility of differentiating common open space in multiple different spaces.

- Major training zone for the users for collective study in the auditorium space.

- Central court is shaded by the tensile shade and connecting back side farm to admin and testing unit.

- West Elevation

24 Krashi Utthan Kendra

- Central gathering court sarrounded by both storage facility and one training facility.

- Earth burm are moderatly steep to captivate users to ramp above them.

- Commercial, administrative & testing facility.

- Ramp leading directly to the intrumental strorage facility.

- Drive way facilitating the users and there vehicle.

- Parking for all kind of heavy motor vehicles and gathering space.

- Front end of the site facing the major communal road of the village.

- Face of the building is designed in the most modest sense by using local material in symmetrical way, so that and class of user can outreach in its most generic way.

- Ramp leading directly to the fertilizer storage facility.

- East Elevation

Krashi Utthan Kendra

25

I sense light as the giver of all present, and material as spent light what is made by light casts a shadow, and the shadow belongs to the light.

- Louis I Khan

26 Krashi Utthan Kendra

Krashi Utthan Kendra

27

03

28 Health & Wellness Clinic

Health & Wellness Clinic

Health & Wellness Clinic

29

HEALTH AND WELLNSS CLINIC LOCATION - AJMER (RAJASTHAN) SITE DIMENSIONS - 45M*22M SITE AREA - 800 MSQ CLIMATE - HOT & DRY

BRIEF TEXT

MOTO

HWC are the cornerstone of urban health services- a first port of call to a qualified doctor of the public sector in urban areas for the sick and those who directly report or referred for curative, preventive and primitive health care.

Architecture will perform and cater variety of user in 3 major categories.

A HWC covers a population of 20K – 30K with 4-6 indoor/observation beds. It may acts as a referral unit for higher order public hospitals located at sub-district and district level.

2. Hospital with operation facility - will cater all kind of health digonisitc patients & emergency cases with intensive care units.

1. Wellness centre - will provide open ended facility for all the gym and yoga related activities for external user.

3. Residential architecture - perform residence for the doctor’s family.

USER SKETCH

- Hospital unit

- Wellness unit

- Residential unit

- Maternity facility - Operation facility - OPD & IPD - Testing lab - Care facility

- Gymnasium - Acrobatics - yoga facility

- Connection with IPD - Connection with OT - Living area - Drawing area - Dining area

30 Health & Wellness Clinic

SITE PLAN

STRATEGIC ZONING Map data ©2021

@26.4736535,74.6113349,17z

Emeregncy circulation

General circulation Health & Wellness Clinic

31

1

- Basement Plan

-First Floor Plan

- Third Floor Plan

32 Health & Wellness Clinic

- Ground Floor Plan

- Second Floor Plan

- OT complex intensity

Recovery and other

Emergency zone Health & Wellness Clinic

33

FRONT ELEVATION

SECTION A

34 Health & Wellness Clinic

VIEW

SECTION B

Health & Wellness Clinic

35

04

EV CHARGING STATION

PROJECT TYPE - CONCEPTUAL PROPOSAL YEAR - 2020 TASK - DESIGN EV CHARGING STATION WITH VERNACULAR MATERIAL

36 EV Charging Station

EV Charging Station

37

M. BED ROOM

05 2

SLD2

3

D1

BED ROOM

DRG,MAIN DOOR

5'-10½"

OUTER SIDE

01

WORKING DRAWING 8'-0"

0'-0"

01

OUTER SIDE

02

OUTER SIDE

7'-0"

03

INNER SIDE

7'-0"

01

INNER SIDE

7'-0"

04

INNER SIDE

8'-0"

01

OUTER SIDE OUTER SIDE

DOOR = 3'-0"

3'-6

--

8'-0"

3'-6

--

3'-3"

--

-0'-9" --

4

D2 DRAWING,BEDROOM

5

D3

6

D4

TOILET,STORE

2'-9"

7

W1

DRG. ROOM

4'-3"

KITCHEN

8'-0"

0'-9"

5'-3"

8

W2

MAIN DOOR

3'-3"

0'-9"

8'-0"

01

9

W3

KITCHEN

2'-4½"

3'-9"

8'-0"

02

OUTER SIDE

10

W4

KITCHEN

2'-9"

3'-9"

7'-0"

01

OUTER SIDE

11

W5

STORE

2'-6"

2'-6"

8'-0"

01

OUTER SIDE

12

V1

TOILET

2'-6"

5'-6"

8'-0"

02

OUTER SIDE

PROJECT TYPE - RESIDENTIAL SITE - 18M * 10M, 180 MSQ YEAR - 2021

FINSH MUMTY FLOOR LVL.+32'-6"

FINSH TERRACE FLOOR LVL.+23'-9" BEAM BOTTOM

FINSH FIRST FLOOR

32'-712"

9"

6" CONCRETE BAND

4'-3"

WINDOW AS PER DETAIL STONE FINSH FIRST FLOOR LVL.+12'-9"

3" CONCRETE BAND

8'

11'

FINSH LINTEL LEVEL

BEAM BOTTOM

3'-9"

FINSH SILL LEVEL

FINSH GROUND FLOOR KITCHEN WINDOW SECTION FINSH GROUND FLOOR LVL.+1'-9" DRIVE WAY LVL. ROAD LVL.± 0'-0"

FRONT SIDE ELEVATION

Front Elevation

Window Detail

9" THK. BRICK WALL

9" THK. BRICK WALL

9" THK.PLINTH BEAM

9" THK.PLINTH BEAM

1'-3" 1'-3" 1'-3" 1'-3" 1'-3" 1'-3"

EXCAVATION. LVL ± 3'-0"

IN

21122"

1'-6" 2'

38

8'-412"

3"

WALL FOUNDATION SECTION Z'-Z'

IN

412"

412"

1'-6"

1'-6"

6"SOLING

9"

9"

9"

13'-3"

2'-9" 2'-41122" H5

412"

412"

9"

C-8

412"

412"

C-9 9"

1'-6"

C-7

412"

412" 9"

42"

412" 1'-6"

4" TH. P.C.C. (1:4:8) 1

412" 1'-6"

47'-0"(C/C)

R.R.STONE MASONRY 1:6

9"

C-10

H6

412"

9" C-12

412"

R.R.STONE MASONRY 1:6 4" TH. P.C.C. (1:4:8)

Centre-Line Detail

9"

412"

C-13

C-14 9"

412"

1'-6"

C-11

412"

9"

412"

H7

4" P.C.C. 1:4:8

2'-6" 1'-3" 1'-3"

Footing Detail

3" FLOORING MARGIN

1' 3"

IN

6"SOLING

1'-6"

9" THK.PLINTH BEAM

C-6 1'-6"

C-5

1'-6"

4½" THK. BRICK WALL

NGL . LVL ± 0'-0"

6"

H4

WALL FOUNDATION SECTION Y'-Y'

WALL FOUNDATION SECTION X'-X'

9"

2'-6" 41122"

1'-6" 1'-6"

1 2122"

2'

4" TH. P.C.C. (1:4:8)

3'

PL . LVL + 1'-9"

OUT

6"

412"

R.R.STONE MASONRY 1:6

1'-6"

1'-6"

412"

412"

3"

9"

4" P.C.C. 1:4:8

1'-6"

3"

3"

6"

1'

1'-6"

2' 2'-6"

IN

6"SOLING

4'-3"

1'-6" 3"

C-3

9'-6"

3"

47'-9"(O/O)

1'

412"

3" FLOORING MARGIN

3"

9"

3'-3"

EXCAVATION. LVL ± 5'-0"

3"

4" 4"

4" TH. P.C.C. (1:4:8)

4" P.C.C. 1:4:8 3" 3"

412"

5'

C-2

412"

1'-6" C-4 9" THK.PLINTH BEAM

412"

5' 5'

R.R.STONE MASONRY 1:6

3" FLOORING MARGIN 1'-9" 1'-9"

1'-3" 1'-3" 1'-3" 1'-8" 1'-8" 1'-3" 1'-3" 1'-3"

1'-9" 1'-9"

IN

9"

5' 5'

3"

6'

14'-9"

9" THK.PLINTH BEAM 3"

9"

9" THK. BRICK WALL

H3

1'-3" 1'-3" 1'-3" 1'-3" 1'-3" 1'-8" 1'-8" 1'-3"

9" THK.PLINTH BEAM

412"

C-1

412"

9" THK. BRICK WALL

PL . LVL + 1'-9"

412"

9"

4½" THK. BRICK WALL

4" P.C.C. 1:4:8 NGL . LVL ± 0'-0" 6"SOLING

5'-9"

412"

H2

4" TH. P.C.C. (1:4:8)

WALL FOUNDATION SECTION Y'-Y'

3" FLOORING MARGIN

2'-6"

6'

H1

2'-9" 2'-412"

412"

4'-112"

412"

IN

412"

2'-6"

6"SOLING R.R.STONE MASONRY 1:6

1'-6"

6"

2'

4" TH. P.C.C. (1:4:8)

5'-9"

412"

OUT

V7

V6

29'-112"(C/C)

412"

15'

5'

R.R.STONE MASONRY 1:6

6"

1'-6"

V5

4" P.C.C. 1:4:8

6"

1'

6"SOLING

V3 V4

V2

29'-1012"(O/O)

2'

1'-9"

4" P.C.C. 1:4:8

V1

3" FLOORING MARGIN

3"

9"

1'-3" 1'-3" 1'-3" 1'-8"

3" FLOORING MARGIN

1'-9" 1'-9"

N

SLW1

3' 3'

N

1

3'-6"

3'-6"

DN.

20 19 18 17 16 15 14

2'-6"

V3

2'-112"

KITCHEN 9'-6" X 12'-0

H4

3'-3" 2'-1012"

FIRST FLOOR TO TERRACE PLAN

H7

FINSH MUMTY FLOOR LVL.+32'-6"

4 5

3

6

3'-6"

7

8

20 19 18 17 16 15 14

3'-6"

DN.

ST-1 SEC

8'-0"

3'-6"

8'-1012"

10"

9 10 11 12 13

AS PER ROOF STRUCTURE DETAIL

20

FINSH TERRACE FLOOR LVL.+23'-9"

V3

15

11' 32'-712"

DRAWING ROOM 10'-3"X13'-0"

4'

V5

UP.

3'-6"

1

4 5

3

6

3'-6"

7

8

9"

3'-6"

15

ST-1 SEC

20 19 18 17 16 15 14

3'-6"

14 13

T=10" R= 6½" Approx W=3'-6" N=20

9 10 11 12 13

DN.

20

2'-6"

V3

2'-112"

FINSH GROUND FLOOR LVL.+1'-9" DRIVE WAY LVL.+0-9"

2'-1012"

1

2

1

1'-9"

3'-3"

9" 1'

KITCHEN 9'-6" X 12'-0

AS PER ROOF STRUCTURE DETAIL

7'-5"

1 2

10"

11'

4'-3"

1

FINSH FIRST FLOOR LVL.+12'-9"

9'-3"

GROUND TO FIRST FLOOR PLAN

ST-1 SEC

14 13

T=10" R= 6½" Approx W=3'-6" N=20

3'-10"

1 2

LVL +0'-6"

1

4'-3" UP.

ST-1 SEC

3'-6"

LVL+1'-9"

V5

UP

ROAD LVL.± 0'-0"

STAIRCASE SECTION- ST-1', ST-1' FIRST FLOOR TO TERRACE PLAN

H MUMTY FLOOR +32'-6"

Staircase Section

8'-0"

8'-1012"

Staircase Plan

15

29'-112"(C/C) 4'-112"

2'-6"

6'

2'-6"

3'

412"

2'-0" 9"

2' 14'-9"

Y

5'-6"

10'-712"

2'-3"

2'-9"

D2

TOILET 5'- " X 8'-0"

4"

3'

2'-6"

2'-6"

Z Y

Y

Y

C-12

X

C-13

X

D3

H7

9'-6"

W3

D3

KITCH

D4

TOILET

7

W1 W2 W3

KITCH

W4

KITCHE

11

W5

STOR

12

V1

TOILE

3'-0"

FINSH

DRAWING ROOM 10'-3"X13'-0"

FIN

FINSH G

20

10'-3"

W4

6"

14

13

D1

4'-3" W1

1'-9"

VERANDHA 3'-3" WIDE

W3

LVL +0'-9"

up.

15'

15'

MAIN D

8 9

LAWN

EXCAVATION LAYOUT PLAN

Footing layout Plan

DRG. R

10

4"

C-14

D2 DRAWING,B

5 6

1

KITCHEN 9'-6" X 12'-0

1012"

BED ROO

DRG,MAIN

UP.

UP.

3'-6"

H6 3'-3"

C-11

6"

D2

D1

T=10" R= 6.½" Aprx.

W=3'-6" N=20

412"

2'-1012"

X

D1

9"

5'-6"

X

2'-112"

3'-3"

H6

4"

X

4"

Y

X

Z

D4

412"

2'

H5

3"

1'-6" 1'-6"

9'-6"

5'-6"

1'-3" 1'-3"

12'-0"

3"

5'-9"

9'-6"

C-10

STORE 5'-0" X 4'-3

3

FINSH

W2

2'-9"

4'-3"

H5

412"

4'-3"

C-9 X

4'-3"

C-8

SLD2

LVL+1'-9"

W5

H4

1'-6"

2'-512"

C-7

1'-9"

SHAFT 3'-3" X 4'-1½"

4'-112"

2'

H4

LIVING/DINING 23'-0" X 12'-6"

V1

3'-3" X

M. BED R

2

23'-0"

5'-0" 9"

LOCATION

SLW1

4'-4"

Y

11'-0"

5'-9"

Y

13'-3"

4"

47'-0"(C/C)

2'-6" 47'-9"(O/O)

2'-1012"

2'-6"

5'-0"

8'-0"

3"

2' 13'-3"

X

Z

1'-6"

3'-7"

X

Y

D4

7'-0"

C-5

Y

2'-3"

H3

C-6

NAME

1

4

D4

9"

X

C-4

Z

4'-3" SR.NO.

BED ROOM 10'-7½" X 14'-0"

D2

H3

9"

412"

1'-112"

X

47'-0"(C/C)

TOILET 5'-0" X 8'-9"

12'-6"

1'-9"

Y

4"

5'-3"

5'-0"

412"

BED ROOM 12'-0" X 14'-0"

Z

STAIRCASE SECTION- ST-1', ST-1'

47'-9"(O/O)

12'-0"

SLD-2

V1

9"

4"

1

LVL.± 0'-0"

H7

9"

C-3

2'-6"

1

2

Z

5'-1012"

14'-0"

14'-9"

H GROUND FLOOR 1'-9"

Z

DN.

SLW-1

5'-0"

X

Y

2'

412"

5'

LVL +1'-3"

X

3"

C-2

X

H1 H2

7'-5"

11'

R= 6½" Approx W=3'-6" N=20

6'

1'-412"

14 13

5'-9"

8'-9"

15

Z

9" 1'

9'-3"

3'-4"

T=10" C-1

Y

WAY LVL.+0-9"

4'-112"

5'-9"

6' 2'

H2

AS PER ROOF STRUCTURE DETAIL

3" 3'-10"

3'-2"

V7

V6

412"

5'

1'-3" 1'-3"

1'-6"

20 X

2'-7"

6'

H1

412"

H FIRST FLOOR 12'-9"

1

V5 29'-112"(C/C)

412"

5'-9"

V3 V4

V2

29'-1012"(O/O)

14 13

32'-712"

11'

412"

29'-1012"(O/O)

T=10" R= 6½" Approx W=3'-6" 5'-9" N=20

V1

V7

V6

2'-0" 9"

V5

14'-0"

V3 V4

13'-0"

V2

AS PER ROOF STRUCTURE DETAIL

9"

V1

20

3'-3"

H TERRACE FLOOR +23'-9"

LVL +0'-6"

Masonry Plan

LVL ±0'-0"

39

06

PRACTICAL WORK

LOCATION - FATEHNAGAR, UDAIPUR (RAJ.) SITE DIMENSIONS - 20M*22M SITE AREA - 440 MSQ ROLE - SITE ARCHITECT w/ STUDIO YELLOW

- 8" BRICK WALL - 4" BRICK WALL

STUDIO YELLOW (By- Sanckalp Gangwal & Associates) ph : +91 87708 28509, +91 98263 14414

Mr. GOYAL FATEHNAGAR THE COURTYARD-HOUSE FATEHNAGAR, RAJASTHAN

BRICK MASONRY PLAN UP TO PLINTH SLAB

BRICK MASONRY PLAN UP TO PLINTH SLAB

40

01

41

PLINTH BEAM PLAN & DETAIL

42

01

PS-1

---

---

---

PARALLEL TO SHORT SPAN

---

8"X8"

GB-1

-----

---

EXTRA AT TOP AT CONTINUOUS SUPPORT

---

PARALLEL TO LONG SPAN

---

---

---

EXTRA AT TOP AT DIS-CONTINUOUS SUPPORT

---

4'-4"

26

18

4'-4"

F-4

C-4

5'-0"

C-5 F-5

31

3'-0" 3'-0"

F-6 F-6

C-6

C-4 F-4 19 13

20

4'-4"

C-5 F-5

25

C-5 F-5

27

COULMN MARKING PLAN 6'-4"

8

4'-4"

5'-0"

C-6 C-1 F-1

4'-4"

24 C-4

5'-0"

F-4

5'-0"

C-5 F-5

32 9

28

3'-3"

6'-4"

7'-0"

F-3

C-4 F-4 F-4 C-3

FATEHNAGAR

Mr. GOYAL

THE COURTYARD-HOUSE

PLINTH BEAM PLAN & DETAILS

FATEHNAGAR, RAJASTHAN 7'-0"

5'-2"

4'-4"

6'-8"

3'-0"

8"

6'-4"

F-4

4'-4"

5'-0"

21

33

01

(By- Sanckalp Gangwal & Associates)

STUDIO YELLOW

ph : +91 87708 28509, +91 98263 14414 6'-4"

6'-8"

C-4

5'-0"

23

4'-4"

- PLINTH BEAM C-3

F-3 C-3 10

5'-5"

15

5'-0"

F-5 C-5

4'-4"

4'-4"

7'-0"

C-1 F-1

3'-0"

8 MM DIA 6" C/C 4'-4" 6'-4"

6'-4"

6'-2"

6'-4"

6'-4"

6"

1'-0"

1'-6"

C-3 F-3 4

4'-4"

3'-3"

8 MM DIA 6" C/C 12 C-3 F-3

7'-0"

--7 3

7'-0"

--F-3

7'-0"

--C-3

7'-0"

---

6'-4"

MID SPAN

---

2

4'-4"

4'-4" C-3 F-3

4'-4"

C-3 F-4

---

7'-0" RINGS

END SPAN5'-2"

4'-4"

---

DISTRIBUTION BARS AT SUPPORT

4'-4"

4'-4"

C-3 F-3

---

TOP EXTRA END SUPPORT

17

TOP EXTRA CONTINUOUS SUPPORT

6'-4"

2 NO. 10MM

6'-4" 7'-0" LIFT

---

4'-4"

TOP BARS

C-3

TOP STRAIGHT

5'-0" 7'-0"

BOTTOM EXTRA

MAIN BARS

11 F-3

---

---

5'-5"

---

---

PARALLEL TO LONG SPAN

4'-4"

2 NO. 10MM

---

6

BOTTOM STRAIGHT

BOTTOM BARS

---

THIS DRAWING SHOULD BE STRICTLY EXECUTED ON THE SITE, NO CHANGE IN THE DETAILS IS PERMITTED WITH OUT THE PRIOR PERMISSION OF STRUCTURE ENGINEER OR DESIGN CONSULTANT. CHANGE IN STRUCTURE DRAWING MAY CAUSE SEVERE DAMAGE TO THE STRUCTURE AND THAT WOULD BE THE SOLE RESPONSIBILITY OF THE OWNER/CONTRACTOR. DRAWING SHOULD NOT BE SCALED OUT, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED IN CASE OF ANY AMBIGUITY FOUND IN DRAWING, SHOULD NOTED TO DESIGN CONSULTANT/STRUCTURE ENGINEER.

---

DISTRIBUTION BARS AT SUPPORT

F-5 C-5

SIZE OF BEAM

· ·

·

---

3'-7"

BEAM

---

NOTE 2

---

EXTRA AT TOP AT DIS-CONTINUOUS SUPPORT

C-3 F-3

01

MAIN BARS

---

F-3 C-3

S.NO

---

EXTRA AT TOP AT CONTINUOUS SUPPORT

PARALLEL TO SHORT SPAN

CONCRETE MIX FOR ROOF SLAB SHOULD BE M-20 (1:1 12 :3) CLEAR COVER TO SLAB REINFORCEMENT SHOULD BE 1" LEVELS SHOWN IN DRAWING ARE FINISHED FLOOR LEVELS. CONCRETE MIX SHOULD BE PROPER MIXED WITH MIXTURE MACHINE AND WELL COMPACTED AND CURING OF WATER

4"

29

SCHEDULE OF GROUND / PLINTH BEAMS

1.

2.

3.

4.

NOTE 1

01

SLAB THICKNESS

SCHEDULE OF PLINTH SLAB

S.NO SLAB

1

C-3 F-3

4'-4" 5

6'-4"

7'-0" LIFT

3'-7"

14

4'-4"

C-3 F-3

16

4'-4"

C-3 F-3 22

4'-4"

4'-4"

4'-4"

30

43

44

45

46

47

48

49

LIGHTNING ARM

TRANSITIONS

SIMPLE. MINIMAL. PORTABLE.

poly-carbonate body for heavy duty usage.

tubular joint for ease in contraction.

axial joint for value addition amids the arm.

warm-white LED light

sand blasted glass for diffusion of light.

alluminum casing for all axial joint.

buckling arm for various resting positions.

laping axial joint to amplify reach. hinge joint for to and fro movement.

Ergonomic scaling & proportions

50

On/Off switch with abjustable light control.

PROTOTYPE MODEL

51

MISCELLANEOUS WORK

52

SKETCHING

SKETCHING

PAINTING

ORIGAMI

MODELLING

DRAFTING

DOODELING

MODELLING 53

54

PHOTOGRAPHY

PHOTOGRAPHY

55

B H U VA N G OYA L +91 8107430242 bhuvangoyal17@gmail.com