Internship at COSTFORD,Thiruvananthapuram

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PORTFOLIO Training at COSTFORD Sept-Dec 2010

PRANEETA MOORTHY 1RV07AT055 RVSA


LAURIE BAKER and COSTFORD

"The first, of course, is that I want to get to know my client and what is in his mind. If he merely wants to show off or flaunt his wealth, I don't take him on. Otherwise, I enjoy getting to know him (or her, a family, an institution or even a Government department). "Then I have my own principles, which I am unwilling to abandon. I dislike falsehood and deceit. A building should be truthful." – Laurie Baker

COSTFORD COSTFORD was formed on March 15th 1985 under the leadership and guidance of Shri. C. Achutha Menon, former Chief Minister of Kerala. The Head Office of COSTFORD is at Ayyanthole, Thrissur.

AVOID


SETTING OUT

KARICHARA Soil: Sandy

FOR A SITE WITH A REGULAR SHAPE,THE SIDES ARE MEASURED AND PEGS ARE USED TO MARK THE END POINTS. THE DIAGONAL IS THEN MEASURED AND CHANGES ARE MADE ACCORDINGLY. THE CORNER POINTS HAVE TO BE CHECKED FOR BEING PERPENDICULAR BY USING THE 3,4,5 METHOD(PYTHOGORAS THEROM USED) SIDE

SIDE

Trenches 45x45cm(instead of 45x60cm) are dug for the foundation. The excavated earth is piled up on the site which can later be used for infill in the foundation.

E A R T H W O R K


Random rubble masonry is used for the foundation.  String is tied along the trench for alignment of the stones in a straight line

 Stones or rubble is filled in by placing the bigger, heavier ones in the lower courses and filling the gaps with smaller ones.  The stones are placed such that they interlock and form a bond(mortar is not used) Granite has a bearing capacity of 850kg/cm compared to brick, 70 kg/cm3.

R U B B L E W O R K


 CHEMPAZHANTHY (CLIENT:Binoj and Suma)

 Soil: Clayey  Features:

SREEKARIYAM (CLIENT :Sophia Suresh )

Sloping site, house proposed in 2 levels Mango tree retained in courtyard

Trench for footing Footings are provided only when earth is filled on site The rubble work is started from the South West end.

SOIL DUG OUT IS PLACED IN THE MIDDLE AND USED LATER FOR THE FOUNDATION


 KARIMADOM Area :Over 5 hectares  Soil: Loose,marshy soil,  Site Features: Flat land, a pond situated on site makes the land marshy hence pile foundation is adopted here. PILE FOUNDATION(64 piles per phase) DEPTH: 9m DIAMETER: 40cm-12mm bars (4 piles) 50cm-12mm bars (36 piles) Boring of the pile; pouring concrete mix into the pile 60cm-16mm bars(24 piles) Stirrup – 8mm M20 Grade concrete used. Single piles are used in the corners of the block, where the load is less Double piles are used where the load increases, ie. where the number of stories are more.

SINGLE PILE

DOUBLE PILE

P I L E

F O U N D A T I O Completed piles; the earth around the piles N is excavated till the required depth for the pile cap


Formwork used at Karimadom comprises of trusses(adjustable length, from 3.5 to 4m) ; supports with adjustable heights; the metal plates(0.6 x 1.15m) are placed over the trusses

Truss and the supports

Grooves being made in the wall to accommodate the truss; metal plates being laid over the trusses; trusses are placed into the grooves in the wall

Metal plate

F O R M W O R K


 THAZHACHITHAZHA (CLIENT: Shivaprakash) Soil: Clayey soil, moisture laden Vegetation: Coconut, banana and palm trees • Coconut piling used since the soil is moist throughout the year. This prevents the coconut trunks from decaying. • The coconut trunks are used as a whole conventionally . • For this site the coconut trunk was cut into 9 parts due to monetary constraints • More number of piles at the junctions • This method is labour intensive . using a machine to drive the piles would be an expensive option

60cm

45cm

4’

The trunk being cut to size; Placing of the trunk at junctions; Hammering the trunks into the ground is done manually( economical) by placing a metal plate on the trunk to avoid the trunk from breaking

C O C O N U T

P I L I N G


RAT TRAP BOND

Bricks are first placed on the surface using a string as a guide  The mortar then filled between the bricks

BRICK SIZE: 21 x 10x 5 cm COST: Rs 4/piece

Rat trap bond is formed by placing bricks “on edge” by alternating header and stretcher to form a 4” cavity between the bricks. ADVANTAGES + It provides insulation to the building. + It saves up to 25% of material(brick and mortar) hence also saving cost. + The cavity prevents rain water from seeping in. DISADVANTAGES - Needs skilled labour. -It can be load bearing only upto 3 stories. Cross junction

A plumb bob and a pipe with water is used is used to check the B verticality and level of the courses respectively R Tube with H2O Plumb bob

cavity Brick on edge L junction

T junction

I C K W O R K


SITES VISITED

PONGUMOODU(CLIENT: Kavitha Nair)

AYIROOPARA (CLIENT: Babu)

B R I C K W O R K

ANANDEESHWARAM (CLIENT: Indirabai) Training Centre for Soil Conservation, CHADAYMANGALAM L- JUNCTION

T- JUNCTION


FILLER SLAB

AYIROOPARA (CLIENT: Babu)

IN THIS TYPE OF A SLAB THE CONCRETE IN THE PARTS OF THE SLAB WITH NO COMPRESSION ARE REPLACED WITH FILLER MATERIAL LIKE CLAY TILES OR POTS,COCONUT SHELLS,ETC. CLAY TILE 40 X 23

8mm DIA STEEL RODS Tiles - 23 x 40 cm Rs 7 per tile Reinforcement – 8mm dia steel rods used Concrete mix- cement : sand : aggregate 1 : 1.5 : 3 For every 100 sq ft 30 kg of steel 5 bags of cement 15 kutta of sand 25 kutta of metal 75 to 90 tiles

ROOF PLAN

REINFORCEMENT ON ROOF

COCONUT SHELLS AND CLAY TILES USED AS FILLER MATERIAL

BEAM DETAILS

C O N C R E T I N G


MANOORKONAM (CLIENT:P G ANAND )

ANANDEESHWARAM (CLIENT :Indirabhai ) Flat roof with a pitched roof on one side

C O N ALAMCODE (CLIENT: Noushad ) C R E T KARIMADOM I N G


MONVILLA (CLIENT: MANMOHAN )

C O N C R E T I N G


1. 2. 3.

4.

5. 6.

7.

BRICKS ARE PLACED AS PER THE REQUIRED HEIGHT. A STRING (LENGTH EQUAL TO THE RADIUS OF THE ARCH IS TAKEN. FORMWORK COMPRISING OF BRICKS BOUND WITH SAND MORTAR IS THE LAID. BRICKS ARE CHAMFERED AT THE EDGES TO GET THE REQUIRED SHAPE AT THE EDGES A CEMENT MIX IS THEN APPLIED TO THE TOP SURFACE OF THE FORMWORK,CONSTANTLY CHECKING THE RADIUS WITH THE STRING BRICKS ARE PLACED AT THE CENTRE AND EDGES OF THE ARCH. THE GAPS ARE THEN FILLED WITH BRICKS AND CEMENT MORTAR . THE FORMWORK IS THE REMOVED ON THE SAME DAY .

SITE: PONGUMOODU CLIENT: Kavitha Nair String Brick formwork

Brick placed in the centre Brick at corner

Bricks placed from one end

A R C H W O R K


Openings in the wall used instead of windows to provide light and ventilation is called a “jalli”. They are formed by deleting a few bricks in the wall thereby forming a pattern in the wall. + They reduce the cost by 30% +They are aesthetically appealing +They can be many variations hence cutting away from monotony + They also create interesting patterns on walls and the ceiling due to the play of light +Visual connect from inside to outside but is omitted from outside to inside J hence providing privacy. - insects, rodents and reptiles can enter through the openings - Needs skilled workmanship

a L L I


MUD COBS

MUD

COIR USED AS REINFORCEMENT. A KNOT IS PROVIED EVERY 20cm.

FERROCEMENT

COBS ARE OVERLAPPED AND PRESSED DOWN FIRMLY

• MUD IS MIXED WITH LIME AND WATER AND USED AS A BUILDING MATERIAL FOR WALLS. • THE MUD IS MOULDED INTO HANDSIZED COBS. • THE COBS ARE THEN PLACED SUCH THAT THEY OVERLAP AND PRESSED DOWN FIRMLY WITH HANDS

MUD FILLED IN

CEMENT+MUD+H2O MIX

GI WIRE FOR REINFORCEMENT

VAULT

REINFORCEMENT IN TWO SHELLS OVERLAP TO PREVENT RAIN WATER FROM SEEPING IN

PLANKS

CHICKEN MESH

A WOODEN PLANK IS USED TO GIVE A SMOOTH FINISH

SLAB

GI WIRE FOR REINFORCEMENT

H S M I T R A I N I N G


BAMBOO FOR PILING

AS REINFORCEMENT

H S M I

LADDER

LADDER BEAM

BAMBOO IS SPLIT AND THEN TIED TOGETHER TO FORM LADDERS WHICH ARE THEN USED IN THE BEAMS

• ONLY 2 VARIETIES USED. IT HAS TO MATURE FOR ATLEAST 5 YEARS BEFORE BEING USED.CAN BE TREATED WITH BORAX AND BORIC POWDER. • BAMBOO PILING DONE BY PLACING THE BAMBOO 45cm APART • THE PILES COMPACT THE SOIL WHEN THEY ARE DRIVEN . THIS COMPACTED SOIL THEN TAKES THE LOAD •SAND IS THEN ADDED ON THE SURFACE

T R A I N I N G


LAURIE BAKER CENTRE FOR HABITAT STUDIES


PLAN (1:200)

ELEVATION(1:20 0) STAGE WITH WATERTANK PLAN(1:200)

LAURIE BAKER CENTRE FOR HABITAT STUDIES

ELEVATION(1:20 0) WATCHMAN’S CABIN


4 1

2

3

5

GROUND FLOOR PLAN(1:200)

1. 2. 3. 4. 5.

FIRST FLOOR PLAN(1:200)

Library Store Sit Out Workshop Balcony

ELEVATION(1:20 0) WORKSHOP

LAURIE BAKER CENTRE FOR HABITAT STUDIES


PLAN(1:200)

ELEVATION(1:2 00)

SHED PLAN(1:200)

PLAN(1:200)

ELEVATION(1:2 00) STORE ROOM

LAURIE BAKER CENTRE FOR HABITAT STUDIES

A VIEW OF SHED; THE SEATING AREA ABOVE THE TANK AND ELEVATION(1:2 A VIEW OF THE TANK 00) WATERTANK


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1

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3

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6

BASEMENT PLAN(1:200) GROUND FLOOR PLAN(1:200) 1. 2. 3. 4. 5. 6. 7. 8. ELEVATION(1:20 LAURIE BAKER 0) CENTRE FOR HABITAT STUDIES

Store Study Hall Toilet Dining Store Kitchen Utility

A VIEW OF S BLOCK ;THE HALL AND THE DINING AREA


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7 6

8

5 6 4 7

3 6 2

1

PLAN(1:200)

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7

1. 2. 3. 4. 5. 6. 7. 8.

Entry Kitchen Living Courtyard Study Bedroom Toilet Sit Out

LAURIE BAKER CENTRE FOR HABITAT STUDIES

KEITH’S HOUSE A view of the house; an interior view ; the courtyard with hexagonal columns


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7 5

3

6 6

4

2 6 1. 2. 3. 4.

1 GROUND FLOOR PLAN(1:200)

5. 6. 7. 8. 9. 9

8

FIRST FLOOR PLAN(1:200)

LAURIE BAKER CENTRE FOR HABITAT STUDIES

Entrance Hall Lobby Warden’s Rm Study area Dormitory Toilet block Hall Sit out

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E BLOCK A view of the roof; front view; Water feature at the back; toilet block and air vents on the top floor which double as seating


E BLOCK(clockwise from left) A view from the entrance; elevation; stairwell showing jalli; toilet block and a view of the roof

LAURIE BAKER CENTRE FOR HABITAT STUDIES


RANGAPRABHATHChildren’s Theatre.

DOCUMENTED BY: NEHA VADDADI PRANEETA MOORTHY SHOBANA DEVI SWAROOP RAJ


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7

4 5

6

LEGEND: 1. Properties Room 2. Office Block 3. Amphitheatre 4. Hostel, Auditorium 5. Mini Hall 6. Hall 7. Library 8. Canteen

Scale 1:500

3 2 1


OFFICE ROOMS Ground Floor Plan Scale 1:200

PROPERTIES ROOM First Floor Plan Scale 1:200

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2

1

2

2

4 LEGEND: 1. Office 2. Properties Room 3. Office 4. Book Binding Room

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3 1

4 Office Block Ground Floor Plan Scale 1:200

3 LEGEND: 1. Stage 2. Amphitheatre 3. Green rooms 4. Store

2 AMPHITHEAT RE Scale 1:200


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1

4

AUDITORIU M First Floor Scale 1:200

2

1

HOSTEL BLOCK Ground Floor Scale 1:200

3

LEGEND: 1. Sit Out 2. Dormitory 3. Toilets 4. Auditorium


1 200 LIBRARY Ground Floor Plan Scale 1:200

MINI HALL Scale 1:100

First Floor Plan

LEGEND: 1. Multi-Purpose Rooms 2. Canteen 3. Store 4. Memorial Hall

4

Scale 1:200

2

CANTEEN Scale 1:100

3


SUNIL KUMAR ,VADICHANVECHAKOIL AREA: 8CENTS FEATURES: FLAT LAND SURROUNDING: RESIDENTIAL ACCESS: 1.2m ROAD WATER SOURCES: WELL ELECTRICITY: AVAILABLE REQUIREMENT: EXTENSION OF HOUSE ON FIRST FLOOR(2 BEDROOMS + TOILET)

SITOUT;BAY WINDOW; FILLER SLAB WITH BOTTLE WORK;FILLER SLAB WITH DIAMOND SHAPED POINTING WORK; JALLI WORK


Site : Varkala ASHA(Asst. Executive Engineer)

PREVIOUSLY PROPOSED PLAN TWO SCHEMES PRESENTED

SITE: FLAT,WITH A LEVEL DIFFERENCE ACCESS: 3m ROAD WATER: NO WELL VEGETATION: BANANA PLANTATIONS,SILVER OAK TREES DESIGN STAGE


EXISTING BUILDINGS BY LAURIE BAKER :

MITRANIKETAN

THE HAMLET

ADMIN BLOCK;LIBRARY;COMPUTER BLK;HOSTEL;OAT;LIBRARY;CURVED WALL WITH JALLI WORK;SEMINAR HALLS;SEMI OPEN SPACES;AUDITORIUM

INDIAN COFFEE HOUSE

SPIRAL BUILDING WITH THE RAMP BEING THE HIGHLIGHT JALLI USED THROUGHOUT.

CENTRE FOR DEVELOPMENT STUDIES


LOYOLA CHAPEL , AUDITORIUM AND GIRL’S HOSTEL

AUDITORIUM:CAPACITY OF 500 PEOPLE WALLS ARE CONSTRUCTED IN A ZIGZAG PATTERN FOR ACOUSTICS. DOUBLE WALL USED

C H A P E L

VIEW FROM OUTSIDE; JALLI WORK ADORNS THE WALLS; JALLI TO REPRESENT A CROSS IN THE CHAPEL; WOODEN RAFTERS FOR THE ROOF; A REVOLVING DOOR ; IN BUILT SEATING ON STAGE

G I R L’ S H O S T E L VIEW FROM THE ROAD;JALLI USED EXTENSIVELY;USE OF GSBLE WINDOWS;COURTYARD INSIDE FLANKED BY POINTED ARCHES; BUILT IN SEATING


SEWA, VILLAPILSALA


RESIDENTIAL PROJECTS ANIRUDHAN’S HOUSE,PATTOM(1979) One of the first houses built by Baker.

ORIENTATION OF BUILDING ON SITE SUCH THAT THE WALLS ARE NOT PARALLEL TO THE COMPOUND WALL; ENTRANCE ; ARCHES FOR OPENINGS IN THE WALLS; KITCHEN AND JALLI WORK FACING THE COURTYARD

I S GULATI’S HOUSE Built in 1982 Cost – 45,000 Site : Sloping,with a view towards a valley below. Use of brick and stone. Changes have been made to the interiors strying away from the conventional baker house

VIEWS FROM THE FRONT AND BACK OF THE HOUSE; INTERIORS OF THE HOUSE.


COLONEL JACOB’S HOUSE (COST: 2.5 LAKHS FOR 2200 SQ FT) CLIMATE RESPONSE: DOUBLE WALL,56cm thick, ON THE EASTERN SIDE TO PROVIDE INSULATION. SHADOW EFFECT OF TREES AIR VENTS PROVIED TO LET HOT AIR ESCAPE AND LET COOL AIR TO FLOW IN

Built in furniture and spaces below the stairs used for wash basin space

KITCHEN: THE SLAB HAS BEEN DESIGNED SUCH THAT THERE IS MINIMUM MOVEMENT OF THE PERSON

View of the house; outhouse with the water feature;

Arches and niches for storage; jalli in the living room;

Sit out; bedroom;

Arched openings on the top floor; air vents OUTHOUSE: RUBBLE + BRICK WORK


SURESH’S HOUSE(EX HUDCO CHAIRMAN) (COST: 12 LAKHS ) FEATURES: •A SPIRAL BUILDING , 4 STORIES HIGH •RAT TRAP BOND USED THROUGHOUT,( LOAD BEARING) •COURTYARD CETRALLY PLACED WITH WINDOWS FACING THE COURTYARD • MOVEMENT/CIRCULATION IN A CIRCULAR MANNER. •PRIVACY KET IN MIND AND HENCE ONE MOVES FROM PUBLIC TO PRIVATE SPACES SEQUENTIALLY. • SPACES LIKE BALCONIES HAVE BEEN PLACED TO GET ADEQUATE PRIVACY AND GIVE AN INTIMATE FEEL. •USE OF TERRACOTTA TILES ON THE WALLS AND FLOOR

VIEW FROM OUTSIDE; ENTRY ; LIVING AND COURTYARD

CORBELLED ARCHES; FILLER SLAB IN THE FAMILY ROOM;STAIRWELL AND THE ROOF WITH WATER FEATURES WHICH KEEP THE BUILDING COOL

SECTION OF THE AIR VENT IN THE LIVING ROOM

A CORBELLED NICHE WITH SCULPTURES; AIRVENT IN THE ROOF; BOTTLE WORK IN THE LIVING ROOM; LANDSCAPED AREAS


COSTFORD WORKS: INSTITUTIONAL: BRAILLE WITHOUT BORDERS,VELLAYANI

KARSHAKA BHAVAN, ANAYARA

VIEW FROM ENTRANCE; VIEW OF THE ADMIN BLOCK

VIEW FROM ENTRANCE; DINING/AUDITORIUM; OAT; HOSTEL BLOCK; OFFICE BLOCK

TEXTURED TILES USED AT ENTRIES AND ON STEPS

HOSTEL BLOCK: OCTAGONAL PLAN WITH COURTYARD IN THE CENTRE


CHADAYMANGALAM

SAGARA RESORT, KOVALAM THIS PROJECT SHOWS HOW COST EFFECTIVE TECHNIQUES CAN BE APPLIED TO HIGH END REQUIREMENTS

RESIDENTIAL PROJECTS: SAAJAN P THOMAS, MANANTHALA


MERLE’S HOUSE, VATTAPARA

SOMA KUMAR’S HOUSE,MANGALAPURAM

BAMBOO USED FOR PILING AS WELL AS THE GRILL FOR THE KERELA WINDOW AND THE RAILINGS OF THE STAIRCASE

VIEW; SITOUT; LOBBY; LIVING; BUILT IN SEATING; WOODEN STAIRCASE; BALCONY; COURTYARD


NELSON’S HOUSE, MANANTHALA

RAJESH,EDAPHALAZHANJI

SASIKUMAR, PALLIPURAM


OTHER BUILDINGS VISITED

MUD HOUSE AT CHATHANOOR DESIGNED BY EUGENE

AMMA VEED,WEST FORT

KANAKAKUNNU PALACE


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