An Alternative School for Preparing Career in the Armed Forces

Introduction Alternative education is a blanket term including a variety of pedagogical approaches that are different from the conventional system of education based on standardized curriculum and tests. A common principal behind this approach is integrated learning, i.e. the aim is to develop the human in all aspects rather than just one.

Alternative school is the one that do not follow the traditional way to educate students. They offer non-traditional curriculum which is more flexible and practical learning oriented. It includes philosophies like low student-teacher ratio, experimental learning, non-traditional evolution methods, application in real life of what they learn, etc.

The military themed school follows the traditional way of learning. They are not different from the regular schools. The only difference is that they follow military disciplines and lifestyle. The first military school was established in 1961 and after that there are 33 other military schools which were built in our country. The motto of these schools to create students for the armed forces and make them a good citizen.

Alternative school and conventional schools are two different typologies of school. I intend to mix these two different types and create and Alternative military school as my design intervention. The architecture of alternative school plays an important role to create favorable learning environment for the alternative ways of learning.

Flowchart Showing The Research Methodology

Understanding the way that how students actually want to learn apart from their book studies.

Understanding the factors that shall develop the interest of learning in students.

Designing a curriculum that integrates the earlier three points

Understanding the skills that they need to gain

Selecting proper site for fulfilling the above purpose

Designing the curriculum and make it site specific.

Creating a Brief which supports the design program

Studying the special requirement which support the curriculum

Title & Description: An Alternative school for preparing career in the Armed Forces • •

To design a grooming place for learning different from the current stereotype curriculum.

The basic focus of the school will be to inculcate the interest in learning and make the students independent and inspire them to create career in Armed Forces.

Aim: •

To design a grooming place for the student for the age group 11 to 18 years for shaping their personality for a career in the armed forces and their holistic development.

OBJECTIVES : • • • •

To study about the creative learning spaces and other ways of learning.

To design the spaces for learning which is connected to the courtyard.

To establish good connection between indoor and outdoor spaces.

To provide classroom that are well clustered and unique in character.

TOPIC INTRODUCTION

CURRICULUM

DAILY ROUTINE

The CURRICULUM is designed from the research conducted and after studying the drawbacks of current education system, and the provisions of New Education Policy.

The entire curriculum consists of two main stages, the first stage and the second stage. The first stage will consist of experiential learning and will last for three years. The second stage will consist of multidisciplinary learning and will last for four years.

The curriculum will be designed to allow holistic development of students. The curriculum also aims at character development and creating well-rounded individual.

The students start their routine waking up at 5:30 am in the morning.

The key features of this curriculum include conceptual learning in different subjects, integrated art learning, integration of sports and physical activities in daily routine, ideas shared through interaction between students, their applications and problem solving techniques. Mathematical and computational thinking will be a significant part of learning which will happen through puzzles, games and activities. The curriculum will also introduce coding subject. Students will learn subjects by special methods of studentteacher interaction based on the subject.

Students would also learn vocational courses from the experts in the respective field as an intern. They will be also taught values and ethics from ancient Indian stories. The physical and mental health of the students will be given attention through nutrition and hygiene.

They do all the required physical training which includes running, jogging, yoga, and drill for the duration of about 45 minutes.

Following that they get fresh and get ready for their academic session after having breakfast.

The academic session starts at 8:30 and ends by 1:45 after which they have their lunch.

Students have some free time after that, in which they relax and have break.

There is a game session after that, where every student participates in some sort of sport activity.

They do various other activities like gardening, cleaning or taking part in club activities like photography, personality development, arts, crafts, music, etc.

They start with their personal studies by 6:30 to 7:45 pm and later on have their dinner by 8 pm.

After the lunch they resume with their studies till 10 pm and sleep after that, ending the day.

The students will be assessed based on 360 degree holistic multidisciplinary report card, which will reflect in detail and uniqueness of each student. For achieving maximum student participation various clubs would be introduced which would include arts and crafts, music, sports, etc.

The entire curriculum is designed keeping in mind the holistic development of student.

TOPIC INTRODUCTION

Sr. No.

Spaces

1

Admin

2

Canteen

3

Residential Accommodation

4

Library

5

Learning block

Directors Cabin Discussion room Reception and Waiting Administration and Accounts dept.

Storage rooms Pantry Area Toilets Dining area Outdoor Seating Kitchen Store Loading/Unloading Area Boy's hostel Teacher and Staff Resident Guest House Principals House Print media Digital media Librarian office Classrooms Open discussion forums Practical labs Computer labs Workshops areas (indoor & outdoor) A.V. room Students interactive spaces

Area 40 30 30 40 30 10 40 100 50 40 20 20 500 300 30 50 250 50 20 70 as per req.

100 80 200 80 as per req.

BRIEF

Sr. No.

Spaces Horse riding Swimming pool

6

Special features

8 9

Grounds

10

Temple and Meditation area

11

Others

500 as per req.

Shooting practice areas

as per req.

Music club

150

Arts and Crafts clubs

200

Indoor sports area

200

Gymnasium

250

Squash court

200

Training area

400

Yoga area

400

Boxing ring

as per req.

Mess Congregational facilities

as per req.

Archery area

Traditional war techniques practice area 7

Area

400 400

Amphitheatre

as per req.

Multipurpose hall

as per req.

Drill ground

as per req.

Multiple grounds to cater req. sports

as per req.

200

Sewage treatment plant

as per req.

Biogas plant

as per req.

BRIEF

GENERAL INFORMATION:

COUNTRY: India STATE: Maharashtra DISTRICT: Kolhapur TALUKA: Shahuwadi VILLAGE: Bhendavade CO-ORDINATES: 17.0211044, 73.8790159 Site area: 70 Acre TOPOGRAPHY OF SITE: site has some contours.

REASON TO CHOOSE SITE • • • • •

•

Bhendavade village is at a prime location because it is located in Sahyadri mountain range which has wealth in form of natural resources.

The site is isolated and far from the chaos of the city.

There is huge natural lake available in front of the site at distance of 600-700 m.

The state highway 166 is about 9 km away from the site and the site is isolated due to the surrounding hills.

The site is in the lap of nature which will create a peaceful environment for the students to learn from nature and boost their creativity.

The project will create employment opportunities and income sources to people in nearby villages.

ACCESS TO THE SITE: •

Nearest highway from the site is state highway 166 which is KolhapurRatnagiri road which is 9 km away from the site and it takes approximately 15-20 minutes to reach the site by auto.

SITE ANALYSIS

Soil type: •

The Red lateritic soil is seen in most of the areas of Shahuwadi, Panhala, Gaganbawada and Radhanagari talukas and western parts of Karvir, Bhudargad, Gadhinglaj and Chandgad talukas.

•

The red lateritic soil, the murrum is found predominantly in the western zone.

In areas which are thickly forested and have minimum biotic interference the soil depth, quality and fertility is very good. In areas where the tree cover is sparse or areas with excessive exploitation leaching of salts has led to hard layers of lateritic soil where regeneration of forest cover is extremely difficult.

CIMATIC CONDITIONS: •

The climate of Kolhapur district is moderate and pleasant. It does not show extremities.

•

However, three distinct seasons are experienced. These are monsoons from June to October, winters from November to February followed by a warm to hot summer from March to May.

•

The Western part of the district along the top of the Western Ghats has cool climate even during the summers.

•

The changes in temperature are gradual. The mean annual maximum temperature is 31.5C and the mean annual minimum temperature is 19.2C. Maximum temperature in April could reach up to 40.7C and temperature in January could be as low as 10C.

•

The bulk of the rainfall is received from the South West monsoons between June to October. Lightning occurs mostly during the pre monsoon showers.

•

However the rainfall is not evenly distributed throughout the district. It varies from a mean annual rainfall of 480 mm in the eastern Shirol taluka to around 6000 mm along the Western Ghats in Shahuwadi and Gaganbawada Taluka.

Based on the east-west variation in the mean annual rainfall, Kolhapur district can be divided into four zones. In which shahuwadi taluka falls in High rainfall zone in the West.

•

A north-south strip of about 10-15 km. width along the Western Ghats falls in this zone. The mean annual rainfall could be as high as 6000 mm with 90-95% of the rain being received from the south west monsoons between June and September and of this, about 35-40% of the rain is received in the month of July.

Sun path and wind direction on the site

Contour on the site and the immediate surrounding

SITE ANALYSIS

Vernacular Architecture is architecture characterized by the use of local materials and knowledge, usually without the supervision of professional architects.

The materials are locally available in this region are as follows:• Laterite stone • Bamboo • Timber • Burnt clay bricks

So, these are the locally available materials in this region. These materials are used for construction from very long time. So these are the sustainable building material which withstand any type of weather conditions in this region.

If we look on the construction style of this region, we can see typical Wada style houses build around the courtyard with sloping roofs on it because of its local weather conditions. Also, we can observe semi-circular curved arches on the outer facades or for the door frames. For these frames they use timber. Generally, all the frameworks, lintel or arches are made in timber and walls are made up of laterite stone and inner walls made up of bricks.

The columns are made up of stone and timber. Where there are the rooms in the house the stone columns are used and around the courtyard timber columns are used with some ornamentation on it.

The region falls in hot and humid climatic condition and also prone to heavy rainfall.

The concept of houses around the courtyard is very popular here, because of this the design of windows are done such that one can seat in window and can attend the program happening in the courtyard. So apart from natural ventilation the courtyard used for functions, gatherings and meetings.

If we observe the planning of this houses, we can see the symmetrically composite rooms with fluted columns and cusped arches. The main entrance of the structure facing towards north equipped with huge, double panelled, metal spiked door.

REGIONAL ARCHITECTURAL STYLE

Neo-Vernacular Architecture means, Architecture that drew on brick, tile, and other traditional materials and even on vernacular forms in a general reaction against International Modernism in the 1960s and 1970s.

Using the local architectural style and giving it some new look that the local people can feel the same vernacular touch with the material palette mentioned below: The local materials like laterite stone, timber, bamboo. Burnt clay bricks along with RCC framework, exposed concreate, Cement Concrete Paver blocks, asphalt and china mosaic.

The design of the intervention evolves around the concept of the courtyards.

The courtyard as an element of spatial expression. Also, it is the place from which we can provide physical and psychological comfort through natural light and ventilation. It is regaining popularity in spatial design is an attempt to bring in a part of the open into built environment.

Use of courtyards in various ways creates spaces in the structures and that will also help students to interact while learning or performing activities.

The courtyard is also used as a passive design strategy which allows maximum day light into the structures along with air ventilation and hence reduces the consumption of electricity.

The planning of the intervention is done around the courtyards like the traditional architectural style.

As a traditional architectural style, for the roof of the structures sloping roof and barrel is being used which leads to lesser heat absorption due to its shape and has lesser exposure to solar radiation.

The void created by the roof also creates an air buffer which provides insulation between the outdoor and indoor temperature.

In addition, the vault will be extended with a flat roof portion on the horizontal which will act as a chajja and protect the structure and fenestrations from weather.

Wherever there is a provision of sloping roof, instead of projecting the roof outside it will stop at the wall line and after that the flat roof portion come from the beam which will act as a chajja as well as the gutter for roof. Also, the spaces, where there is no need of much height and the buffer is being covered with flat roof.

So, the addition of flat roof with sloping roof and barrel vaults acts as an element.

To give maximum stability and to achieve some bigger spans RCC framework is being used in all the structures but for walls the laterite stones are used. It also creates an aesthetical appeal to the design by giving the vernacular approach. It is cost effective, energy efficient and environment friendly by nature. The porosity of the material absorbs the sound coming from the classrooms which is important for the noise maintenance.

The arches are being used in the structure which is an element of vernacular architectural style. To make it different instead of semi-circular arches with wooden framing, corbelled arches is being used with the laterite stone framing.

There is use of some feature walls in the intervention which has circular punctures in between which will act as a buffer wall for the areas. The jali walls is being used in the passages and in the south façade of the structure. It is also used at some other places as a design element. The different types of jali patterns is being used to create texture and shadow patterns by using burnt clay bricks.

There are spaces which acts as interactive spaces for the students, which are being used for the gathering, spill over, lectures, interactions, etc. that spaces will be covered by the different patterns of pergola which will creates the shadow patterns in that zone. Also, the roof above the pathway in learning block is covered with flat roof but some portion of that roof has pergolas.

The pathway which leads you towards the learning zone will have the bamboo frame arches at a particular distance which will create shadow pattern along the pathway.

In the elevation one can see the laterite stone arches with exposed concrete columns and beams projecting outside act as a designing element for the structures.

So, the colour palette for the structure seen from the outside will compose of red colour laterite stone and grey colour of exposed concrete and the brick jalis where it is necessary.

So, this is how I have tried to create some new look in vernacular architecture by using local material with some new materials while keeping its natural texture as it is and that is how it will also look familiar to the local people.

ARCHITECTURAL STYLE USED IN DEIGN

SITE PLAN

ROOF PLAN

SITE SECTIONS AND VIEWS

SITE SECTIONS AND VIEWS

ADMIN BLOWN UP PLAN & SECTIONS

ADMIN BLOCK ELEVATION & VIEWS

LEARNING BLOCK BLOWN UP PLAN

LEARNING BLOCK VIEWS

LIBRARY AND LABS BLOWN UP PLAN, SECTION & ELEVATION

SEMINAR HALL BLOWN UP PLAN, SECTION & ELEVATION

CLASSROOM & WORKSHOP BLOWN UP PLAN, SECTION & ELEVATION

RCC VAULT

450 MM DIAGRID BEAMS TO SUPPORT VAULT

900 MM DEEP EDGE BEAM

600 X 600MM THK COLUMN

LATERITE STONE WALL

EXPLODED VIEW OF CONSTRUCTION SYSTEM OF DIAGRID BARREL VAULT

CANTEEN BLOWN UP PLAN, SECTION & ELEVATION

VIEWS

HOBBY BLOCK BLOWN UP PLAN & SECTION

HOBBY BLOCK BLOWN UP SECTIONS

INDOOR SPORTS BLOWN UP PLAN & SECTION

MANGLORE TILE 8 MM THK 30MM X 150 MM PURLIN 150MM X 150MM

MANGLORE TILE 8 MM THK 30MM X 150 MM

STIFNER

BATTENS ILLUSTRATED 40X40 MM FOR RAFTER/TRUSS SPACING OF 320MM

PURLIN 150MM X 150MM

STIFNER EAVE GUARD DRAPPED INTO GUTTER

BATTENS ILLUSTRATED 40X40 MM FOR RAFTER/TRUSS SPACING OF 320MM

50X20 MM BATTENS FIT 200X25MM(FINISHED SIZE) TO GIVE SUPPORT TO EAVES TOP, OUTER EDGE OF FASIA BOARD TO BE FIXED 30MM BELOW BATTEN HEIGHT

PRINCIPAL RAFTER 230 MM THK

GUTTER SPACING BRACKET GUTTER

LOWER CHORD

PRINCIPAL RAFTER 230 MM THK

DETAIL AT B

DETAIL AT A

UPPER CHORD

BOLT WITH BEVELLED WASHER BEARING SURFACE

BOLT WITH BEVELLED WASHER

BOLT WITH BEVELLED WASHER

BEARING SURFACE

JOINERY DETAILS OF TIMBER TRUSS

BENT STEEL STRAP

BOLT

DETAIL OF TIMBER TRUSS

TENSILE FABRIC MEMBRANE AS ROOFING MATERIAL •

•

• •

FOR EXTERNAL USE THERE ARE TWO MAIN CHOICES: PVC (POLYVINYLCHLORIDE) COATED POLYESTER CLOTH AND PTFE (POLY TETRA FLUROETHLENE) TEFLON COATED ON GLASS CLOTH. USING TENSILE MEMBRANE AS ROOFING STRUCTURE, REDUCES THEOVERALL LOADS ON AN EXISTING STRUCTURE ABLE TO DEFLECTCONSIDERABLY AND HENCE RESIST EARTHQUAKE LOADS. IT GIVES A VERY GOOD LIGHT QCALITY AND MANUFACTURE OFTHIS COMPONENT DOES NOT ENTAILANY TOXIC MATHODOLOGY. IT IS QUITE ECO-FRIENDLY SINCE THE FABRIC IS EASILY RECYCLABLEAND THE REST OF THE STRUCTURE IS STEEL WHICH CAN ALSO BE RE-USED.

A

250 MM DIA HOLLOW PIPE WELDED TO .S VERTICLE HOLLOW PIPE

TENSILE MEMBRANE

60 MM DIA M.S HOLLOW PIPE USED AS PERLIN

12 MM DIA HOLLOW PIPE WELDED TO BOTH THE HOLLOW PIPES

250 MM DIA HOLLOW PIPE WELDED TO M.S BASE PLATE AT BOTTOM AND TO HORIZONTAL M.S HOLLOW PIPE ON TOP

SECTION THROUGH GROUND

B

M.S BASE PLATE ANCHORED TO RCC PEDESTAL AND WELDED TO M.S HOLLOW VERICAL PIPE 300 MM RAISED PLINTH

TENSILE FABRIC 150 MM THK PCC BED

ALUMINIUM EXTRUSION

150 MM THK BRICK WALL

SECONDARY STEEL COLUMN

PRIMARY STEEL COLUMN

GROUT SPACE

DETAIL AT A

DETAIL AT B

DETAILS OF GROUND ROOFING

SWIMMING POOL FACILITY WORKING SYSTEM

OLYMPIC SIZE OF SWIMMING POOL IS 25 M X 50 M. A SWIMMING POOL NEEDS 6 MAJOR COMPONENTS: 1. A POOL BASIN 2. A MOTORIZED PUMP 3. SKIMMER DRAINS 4. WATYER FILTER 5. CHEMICAL FEEDER 6. RETURN INLETS SKIMMER DRAINS • THE BASIC IDEA OF MOTORIZED PUMP IS TO PUMP WATER IN A CONTINUAL CYCLE FROM POOL THROUGH THE FILTERING AND CHEMICAL TREATMENT SYSTEMS AND BACK TO THE POOL • THE PUMPING SYSTEM KEEPS THE WATER IN POOL RELATIVELY FREE OF DIRT, DEBRIS AND BACTERIA. • DURING NORMAL OPERATION WATER FLOWS TO FILTERING SYSTEM THROUGH TWO OR MORE SKIMMER DRAINS WHICH ARE PLACED AROUND SWIMMING POOL AND SUPPLIED FILTERATION PLANT AND PUMP ROOM BACK THROUGH RETURN INLETS.

10 MM HIGH TENSILE STEEL U STARTER BARS TILE AND RENDER 10 MM HIGH TENSILE STEEL VERTICLES 10 MM HIGH TENSILE STEEL HORIZONTALS

RETURN INLETS

VIBRATED CONCRETE 10 MM HIGH TENSILE STEEL L STARTER BARS PEA SHINGLE

SHUTTERING REQUIREMENTS FOR CONCRETE POURING

CONCRETE

DECK CHAIRS LEAN MIX DECK CHAIRS

REJECTS

DETAIL SECTION OF RETAINING WALL

FLOOR COVERING MATERIAL TILE ADHESIVE

SODA ASH DOSING 9 TANKS OF 15000 L EACH

SAND FILTERS

CHLORIN E DOSING

SUPPLIED TO POOL THROUGH RETURN INLETS

JOINT FILLING COMPOUND

WATER STOP

WATER RECEIVED FROM SKIMMER DRAINS

STRUCTURAL CONCRETE

9 PUMPS OF 13 HP

SCHEMATIC DIAGRAM OF FILTERATION PLANT ROOM

SECOND LAYER OF WATER PROOFING COMPOUND

FLOOR COVERING MATERIAL

TO MAINTAIN DISINFECTION PH LEVEL 7-7.4 OF WATER ALKALINE

UNDERGROUND BALANCING TANK

FIRST LAYER OF WATER PROOFING COMPOUND

LIGHTING

BEVELED EDGE WITH INKA HT TILE ADHESIVE

DETAIL OF SWIMMING POOL WALL AND WATER PROOFING LAYERS

13 HP MOTORIZED PUMPS SUCK WATER THROUGH SKIMMERS WHICH IS STORED IN UNDERGROUND BALANCING TANKS. - THIS WATER GOES THROUGH SAND FILTERS WHICH FILTER OUT PARTICLES UPTO 25 MICRONS AND GET STORED IN SMALL TANKS AND IT WILL BE SUPPLED AS PER NEEDS THROUGH RETURN INLETS. - BEFOR SUPPLYING WATER TO POOL, IT NEEDS TO GO THROUGH SODA ASH DOSING TO MAINTAIN PH LEVEL OF 7-7.4 ALKALINE AND THROUGH CHLORINE DOSING FOR THE PURPOSE OF KILLING PATHOGENS, MICRO-ORGANISMS ETC..

DETAILS OF SWIMMING POOL

MULTIPURPOSE FIELD DRAINAGE

- TO SOLVE THE PROBLEM OF WATER LOGGING ON FIELD THIS TYPE OF SYSTEM CAN BE INSTALLED TO PREVENT DISRUPTION TO TEAM FIXTURES. - THIS DRAINAGE SYSTEM FALL INTO TWO MAIN CATEGORIES: 1.PRIMARY LATERAL SYSTEMS TO EXISTING PITCHES 2.SECONDARY SYTEMS: SAND BANDING AND GRAVEL BANDING - A SLIT DRAINAGE SYSTEM IS A NETWORK OF TRENCHES USING SMALL DIAMETER PERFORATED PIPES AND SAND TO DRAIN AWAY EXCESS WATER FROM SURFACE AND SUB-SURFACE. - WHEN INSTALLING A SLIT DRAINAGE SYSTEM, A TRENCH OF 12" TO 24" DEEP IS DUG. - THE SPOILS ARE LOADED WITH GRAVEL AND FINE-GRADE AGGREGATE AND A 80 MM PIPE LAID IN BEHIND SURFACE DRAIN SLOTS

ROPE WEDGE

HARDSCAPE

TURF AND INFILL WATER STORAGE TANK SILT TRAP

SILT TRAP

SLOPE 1:250

SLOPE 1:250

ASPHALT BASE COURSE

COMPACTED LEVELLING COURSE

LATERAL DRAINS

MAIN DRAIN

ASPHALT FINISH COURSE

SHOCK/DRAINAGE PAD

DETAIL SECTION OF MAIN DRAIN PIPE

XT-8 COLLECTORE PVC COUPLER

CONCRETE ENCASEMENT COMPACTED SUB GRADE

LATERAL DRAINS SPACING 1M

SLOPE 0.6%

SAND GROOVES SPACING 1M

SLOPE 0.6%

100 MM TOP SOIL 100 MM PEA GRAVEL

SAND GROOVES

MAIN DRAIN

DETAIL SECTION OF MAINDETAIL SECTION OF LATERAL DRAIN PIPES & SAMD GROOVES DRAIN PIPE

SLOPE 1:250

SLOPE 1:250

80 MM DIA PREFORATED PIPE TURF FIBRE BACKING LAYER WITH WEEP HOLES INFILL

ALTERNATE DETAIL OF ARTIFICIAL TURF GROUND

ENERGY PAD LEVELLING LAYER DRAINAGE STONE GEOTEXTILE NATURAL SUBGRADE DRAINAGE PIPE

SILT DRAINAGE SYSTEM PLAN OF MULTIPURPOSE SPORTS GROUND

DETAILS OF GROUND DRAINAGE SYSTEM

SQUAH COURT FLOORING • •

•

•

THE WALL SHOULD BE WHITE OR OFF-WHITEAND • COMPLETELY SMOOTH. • ACCORDING TO INTERNATIONAL SQUASHRACKETS • FEDERATION THE COURTMARKINGS MUST NOT EXCEED 5 CM WIDTHAND ARE USUALLY PAINTED RED. THE 'TELLTAIL' IS A STRIP OF RESONANTMATERIAL RUNNING ALONG THE FOOT CAFTHE FRONT WALL.- THE DOOR OF THE COURT SHOULD HAVEFLUSH HANDLE THAT WILL NOT DEFLECTTHE BALL

FOR PLAYER COMFORT AND SAFETY SQUASH COURT FLOORS SHOULD BE FULLY SPRUNG ACCORDING TO THEREQUIRED STANDARDS. MINIMUM 75MM HIGHT AS PER SQUASH COURT GUIDELINE. ACCORDING TO INTERNATIONAL TENNIS FEDRATION IDEAL ORIENTATION OF COURT IS NORTH-SOUTH ANDSLOPE FOR SURFACE DRAINAGE IS 1% FROM ONE SIDE TO ANOTHER SIDE. THE SQUAH COURT FLOORING IS A MODULAR COUNTER FLOOR OF ENGINEERED WOOD WITH TOUNGE ANDGROOVE JOINT AT THE TOP. HEAD DETAIL 75 MM

CONCAVE PLAY LINE BEECH FLOOR BASE CHANNEL

• •

12 MM TOUGHEND GLASS FOAM STRIP

FFL

BASE DETAIL 75 MM (MIN)

SSL

COURT MARKINGS

BASKETBALL AND VOLLEYBALL FLOORING •

TELLTALE LINE

MADE OF VIRGIN MATERIAL AND ENVIRONMENT CONSERVATION PRODUCTS:LEAF MOLD-RESISTANCE ANDTECHNICAL ANTIBACTERIAL PROCESSING. 100% PURE PVC WEAR-RESISTANT COAT HAS THE LONGEST LIFE. THIS TYPE OF FLOORING HAS THE MOBILITY, ANTI-AGING, WATERPROOF, SLIDE PREVENTION AND BE ABLE TOENDURE ACID AND ALKALI.

LAWN TENNIS COURT FLOORING • •

TENNIS IS PLAYED ONA A VARIETY OF SURFACES AND EACH SURFACE HAS ITS OWN CHARACTERISTICS WHICHAFFECT PLAYING STYLE OF THE GAME. ACCORDING TO IN' SRNATIONAL TENNIS FEDRATION IDEAL ORIENTATION OF COURT IS NORTH-SOUTH ANDSLOPE FOR SURFACE DRAINAGE IS 1% FROM ONE SIDE TO ANOTHER SIDE. SURFACE

GLASS FIBRE LAYER UV SURFACE DISPOSE LAYER HIGH DNSITY FOAM MUTE SHOCK ABSORPTION LAYER 1OO% PURE PVC ABRASION RESISTANT LAYER HERMETIC STABLE LAYER

STABILITY LAYER ELASTIC LAYER SEALED PRIMER PAINT CEMENT CONCRETE CEMENT LIMESTONE MACADAM BASE ORIGINAL SOIL

DETAILS OF FLOORING OF SPORTS GROUND