TRAINING REPORT PORTFOLIO 2018-2019 by sowmibarnika97

PROFESSIONAL TRAINING REPORT PORTFOLIO SEM 9 & 10 SOWBARNIKA.V / 143701058 MANIPAL SCHOOL OF ARCHITECTURE & PLANNING, MAHE

INTERNED UNDER AR P.VENKAT RAMANA MURTY & MANYAM ARCHITECTS, ENGINEERS, PLANNERS, HYDERABAD

INDEX SEMESTER 9 1.

VIT, AMARAVATHI CAMPUS – ANDHRA PRADESH

1- 9

IRRIGATION DEPARTMENT, VIJAYAWADA – ANDHRA PRADESH

10-11

KENDRA VIDYALAYA SCHOOL, CHICKMANGALURU- KARANATAKA

12-13

BHARATH DYANAMIC LIMITED, IBRAHIMPATINAM- HYDERABAD

14-15

PAVANA HEIGHTS, SAIDABAD – HYDERABAD

16-17

KENDRIYA VIDYALAYA SANGATHAN SCHOOL , NIZAMABAD

1-17

WATER AUDIT DEPARTMENT, ELLURU & CHITOOR

IRRIGATION DEPARTMENT BLOCK B&C, VIJAYAWADA

STATE BANK STAFF COLLEGE- AUDITORIUM, HYDERABAD

KMV HOUSING, VIJAYAWADA

HARITHA RESORT AHOBILUM, ANDHRA PRADESH

SYMBIOSIS UNIVERSITY, HYDERABAD

SEMESTER 10

19-20

22-24

OFFICE EXPERIENCE • THE OFFICE PROVIDES INTERNS AN OPP0RTUNITY TO EXPLORE HIS/HER INTREST IN VARIOUS PROFFESSIONAL SKILL SUCH AS PRESENTATION, WORKING DRAWINGS, PHOTOGRAPHY, SITE VISITS, 3D MODELLING ETC • MR. P. VENKAT RAMANA (DIRECTOR), TIME TO TIME GOES FOR ROUNDS IN OFFICE ASK THE INTERNS, EMPLOYEES ABOUT THEIR PROJECTS THEY ARE WORKING ON AND KNOWLEDGE GAINED BY WORKING THERE. • WORKING IN OFFICE GIVES MORE KNOWLEDGE GAINED FROM REAL FIELD EXPERIENCE AND LEARNT VARIOUS PROFFESSIONAL SKILLS BY GOING FOR SITE VISITS WITH SITE CONSULTANT, ARCHITECTS AND MANAGING TIME IN ALL FIELD OF WORK. •

INTERNS ARE NOT ONLY INVOLVED IN THE ARCHITECTURAL PART, ALSO WORKED WITH STRUCTURAL. BUILDING ESTIMATION AND SERVICES.

• OUR OFFICE FOCUSES ON TRAINING THE INTERNS BY PROVIDING VARIOUS SHORT INTERACTIVE SESSIONS, BY GIVIVNG PRESENTATIONS ON DIFFERENT MATERIALS/MARKET STUDY, CONDUCTING WORKSHOPS, SEMINAR GIVEN ARCHITECTS, WHICH HELPS THE INTERNS TO GAIN MORE KNOWLEDGE.

PROJECT NAME

- VELLORE INSTITUTE OF TECHNOLOGY

LOCATION - INAVOLU,AMARAVATHI CLIENT NAME - MR.SEKAR VISHWANANTHAN TYPOLOGY - INSTITUTIONAL BUILDING TOTAL SITE AREA - 100 ACRES PROPSED BUILDING - CENTRAL BLOCK TOTAL BUILT UP AREA - 65509.45 SQ.M (704881.68SQ.FT) NO.OF USERS - STUDENTS – 5300-5500 (60:40 RATIO) STAFF- 500-550 CONSTRUCTION PROGRESS – STARTED CONSTRUCTION COST – 300 CRORES

MAIN ENTRY AND EXIT PROPOSED CB - PARKING TOTAL AREA : 2180 SQ.M (1:10 RATIO ACCORDING TO AMARAVATHI ZONAL BYELAWS) NO. OF CAR PARKING FOR STAFF-50-60 approx. NO. OF 2-WHEELER PARKING FOR STUDENTS-600-650 approx.

PROPOSED ROADS

SERVICES FOR CB UG SUMP-3M DEPTH FIRE – 8M X 7M (1,50,000LTS CAPACITY) DOMESTIC - 9MX7M (1,75,000LTS CAPACITY) RECYCLED – 7MX8M (1,50,000LTS CAPACITY) DIESEL GENERATOR SET 3X(9MX3M) TRANSFORMER 2X(10MX12M)

PROPOSED CENTRAL BLOCK CONTRUCTION ON-GOING

LEGEND 325 600

1620 300

100

300

2100

335 315

770 eq

eq 5

Water proofing layer with brick bat concrete

SCALE 1:50

100 +0.0m lvl STAFF TOILET -0.05m lvl D6 1st 1st 2590

325

Approved first quality non skid ceramic tiles with tiles of size 300 x 300mm , 6 mm thick

12 MM INTERNAL PLASTERING Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk. 300

White color wall mounted ewc as per specification 8TH FLOOR LVL SSL +33.3M

450

SSL-G.F

RCC lintel at 2100mm ht of 100mm thk

1st

wall mounted single half stall urinal as per specification Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

300 mm sunken slab

750

S4 TD-01

S1 TD-01

Approved wall mount ewc with physically handicapped toilet as per specification

600

745

900

5mm floor drop

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) 10F(+40.95M) TOTAL

6978.23 5038.07 6595.80 6618.92 5860.36

NOTE: SIXTH AND EIGHT FLOOR HAVE CORRIDOR LEVEL DIFFERENCE.

TYPICAL TOILET BLOCK -01 DETAIL

Water proofing layer with brick bat concrete

SECTION 02

R.C.C deep pile foundations with pile cap R.C.C. columns with AAC Block partition walls, PT slabs & R.C.C Super Structure beams. a) Ceiling plastering - 12MM b) Internal plastering - 15MM c) External plastering - 18MM Finishes d) Internal wall smooth finish over premier Acrylic emulsion. e) External wall partial texture with Apex emulsion paint and partial structural glazing. a) Class rooms ground floor- PCC, RCC-Waist slab-C.C steps and Hard crete finish. b) Stage- Brickwork (Ground Floor). c) Civil, Mechanical labs - (G.F) Hard Crete flooring. d) Chemistry lab - Acid resistance tiles of Johnson "ENDURA" e) Ground floor - Entrance landing polished granite. f) Front landscape - Gray Pavers. g) Rear side entrance - C.C pavers Flooring h) All Corridors- Double charged matt finish Vitrified tiles i) All rooms - Double charged polished Vitrified tiles j) Staircase - Polished granite with Anti-skid strip k) Class room - Second floor, Sixth & Eighth Floor- wooden flooring l) Toilet - Anti- skid, dado - 2.10mts. Glazed tiles m) Computer Labs - Polished Vitrified flooring n) E- clinics - Matt finish Vitrified flooring o) Hall of Frame - Matt finish Vitrified flooring. a) Doors - MT Teakwood wood frame with Laminated flush shutter with vision panel for class room doors other area normal shutters. b) Windows - Aluminium sliding shutters with two track and M.S. grills Joinery c) Structural glazing - Aluminium frame with tinted glass with sliding windows d) Toilet Ventilators - Aluminium louvered e) Toilet door - M.T. wood frame green lam flush shutter with both side PU coating. f) Fire doors - Shakti meta doors for refuse areas and fire towers. Staircase 1.20 Mts high S.S Railing

Foundation

200 mm brick wall

Under mounted wash basin mounted on granite counter top fixed with c.i brackets at a height of 750mm

485

2700

[A+B] [A+B] [B] [A] FLOOR BUILTUP AREA OTHER * SBUA (SQ.M.)SBUA (SQ.FT.) HT.

FLOOR

SCHEDULE OF SPECIFICATIONS

1st

900

AREA STATEMENT (sqm): *May vary with structural areas which include the actual areas of rafts, slab areas etc.

Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

750

2100

770

1. MATERIALS AND SPECIFICATIONS USED FOR WASHROOMS. 2.STRUCTURAL, SERVICES, PLUMBING PART USED IN TOILETS. 3.STANDARDS AND NBC APPLIED FOR WASHROOMS. 4.TYPE OF VENTILATION USED IN VIT-CB.

100 mm thick drywall White color wall mounted EWC

1620

600 395

2100 1250

1500

165

375

1st

Grab rail placed at height of 800mm

S2 TD-01

400

600

600 600

350

755

600

700

750

180

600

750 5700 750 750

eq eq eq

375

415

RCC lintel at 2100mm ht of 100mm thk 16m thick best quality mirror 100 brick mm wall

1st

SECTION 01

100mm brick wall

CORRIDOR

1st

300 mm sunken slab

2100

800

750

eq eq

eq eq eq

6300 eq

200

SSL +25.2M

6100

1840

1500

INTERN'S LEARNING:

Approved first quality dado tiles of size 300 x 300mm ,8-10mm thick

750

935

1st

LADIES TOILET -0.05m lvl

750

12 mm internal plastering

STAIRCASE

600

P.H.C TOILET -0.05m lvl

DT-B TD-01

6TH FLOOR LVL

2465

1780

620

W.C.

485

shear wall

745

900

600 V3

1st

-0.10m lvl

1500

2035

1700

+0.0m lvl

485

W.C.

400

1650

1st

100mm thick drywall

350

600

V3 1st

1st

D6 W.C. -0.10m lvl 1750

100

600

GENTS TOILET -0.05m lvl

W.C.

1st

SSL-G.F

1st

PLUMBING SHAFT

W.C.

2240

5mm floor drop

1st

-0.10m lvl

200mm thick ledge wall of 1.8m height as per specification

W.C.

12 mm internal plastering

eq 2900

FT COP

Clean out plug (COP)

TD 1445 V3

1st

W.C.

600

Urinal trap (UT)

W.C.

1st

3100

FIRE SHAFT 690

600

Wall mounted single half stall urinal as per specification

800

1st

600

S3 TD-01

TOILET BLOCK-01 DETAILS

1.WORKING DRAWING OF TOILET DETAILS.

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk.

CPVC DOMESTIC WATER SUPPLY RAISER PIPE UPVC FLUSH WATER SUPPLY RAISER PIPE

3500

750

eq eq

SWR ANTISYPHONISE PIPE

1st

600

80MM

1st

350

SWR WASTE WATER PIPE & VENT

Trap door fixed from ffl till 2.1m 16mm thk. best quality mirror

4000

1410 800

80MM

Floor trap 3985

4500

UPVC FLUSH WATER SUPPLY DOWN TAKE PIPE 40MM CPVC DOMESTIC WATER SUPPLY DOWN TAKE PIPE

3750

DT-A TD-01

40MM

75MM

DRAWING

TD 01

Fixed glass ventilators of size 600x600mm from 2.1m

200 mm thk brick wall

750

WASH BASIN

750

URINALS

4500

CORRIDOR 6TH FLOOR LVL SSL +24.3M

3750

EUROPEAN WATER CLOSET

CORRIDOR 8TH FLOOR LVL SSL +32.4M

1020

HEALTH FAUCET CUM TWO WAY BIB COCK

110MM

VIT - CENTRAL BLOCK

INTERN'S SCOPE OF WORK & CONTRIBUTION:

CLEAN OUT PLUG FLOOR TRAP

COP FT

SUBJECT

SCALE 1:50

Railing

750 625

Aluminum powdered coated trap door size of 750x2100mm from ffl.

1620

600

1st

Under mounted wash basin placed on granite counter to at height of 750mm fixed with CI brackets.

2100

7 Full Tiles

White color wall mounted ewc Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

300 mm sunken slab

SCHEDULE OF OPENINGS NAME

DESCRIPTION

D1 Double shutter Main Door D2 Double Shutter door D3 Double Shutter door Single Shutter door D4 Single Shutter door D5 Toilet Door (Normal) D6 D7 PHC Toilet Door SD Steel Door Trap Door TD Trap Door TD1 FD Fire Door CD Customised Door CFD1 Customised Fire Door Rolling Shutter RS1 Rolling Shutter RS2 Sliding Window W1 W2 Fixed Window Sliding Window W3 W4 Fixed Window Sliding Window W5 W6 Fixed Window Sliding Window W7 W8 Fixed Window Sliding Ventilator V1 V2 Louvered Ventilator V3 Fixed Ventilator

SIZE(WxH)

LINTEL Ht.

2.00mX2.40m 2.00mX2.10m 1.50mX2.10m 1.20mX2.10m 0.90mX2.10m 0.75mX2.10m 1.0mX2.10m 1.20mX2.10m 0.75mX1.50m 0.70mX1.50m 2.00mX2.10m 2.00mX2.40m 2.00mX2.70m 8.00mX8.55m 1.67mX8.55m 2.02mX2.10m 2.02mX2.10m 2.00mX2.10m 2.00mX2.10m 2.06mX2.10m 2.06mX2.10m 2.06mX2.10m 2.06mX2.10m 2.00mX0.60m 1.50mX0.60m 0.60mX0.60m

2.40m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.40m 2.70m 3.30m 3.30m 3.30m 3.30m 3.30m 2.85,3.30, 3.75m 3.3m 3.3m 3.30m 3.30m 2.70m

SILL Ht. QTY. 1.20m 1.20m 1.20m 1.20m 1.20m 0.75,1.20,1. 65m 1.20m 1.20m 2.40m 2.40m 2.10m

12.00 3.00

36.00 12.00 6.00

12.00

36.00 12.00 6.00

12.00

3.00

3.00 6.00

56.40

12.00 3.00

6.00

CFD

12.375

6.00

NS PA

50 mm IO N JO

mm JO 50 ION NS

12.375

DT-E TD-01

12.3

375

T IN mm JO 50 ION NS

50 NS mm IO N JO

12.

.37

375

5mm tile drop

TD-02

12.3 375

12.

12.3

12.375

50mm EXPANS ION JOINT

12.375

222.75

50mm ION JOINT

Fixed glass ventilators of size 600x600mm from 2.1m

EXPANS

200 mm brick wall

350

1st

750 325

590

Louvered ventilators from 2.2m ht.to bottom of the beam

PROJECT

PROPOSED CENTRAL BLOCK OF VIT, AP

Floor trap

100 mm brick wall

900 1830

TYPICAL PHC TOILET DETAIL OF TB 01&02 SCALE 1:20

1st

Undermounted wash basin placed on granite counter to at height of 750mm fixed with ci brackets.

5mm floor drop

TYPICAL HAND WASH AREA DETAIL OF TB-01&02 09 05 SCALE 1:20

1st

375

SECTION 04 SCALE 1:50

Floor trap

1st

400

390

200mm thk brick wall

2130

100 mm thick drywall

FIRM DETAIL:

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk.

AUTHORIZED SIGNATORY & SEAL :

white color wall mounted ewc

SSL-G.F 750

Approved wall mount ewc with physically handicapped toilet

Under mounted wash basin placed on granite counter to at height of 750mm fixed with ci brackets.

290 7 FULL TILES

300

600

770

4500 300

1st

7 FULL TILES

Approved first quality non skid ceramic tiles with tiles of size 300 x 300mm , 6mm thick

2130

P.H.C TOILET -0.05m lvl

350

425

300

Approved first quality dado tiles of size 300 x 300mm ,8-10mm thick

12 mm internal plastering V3

3750

355

1500

760

1500

450

-0.05m lvl

Health faucet and two way bib cock fixed at 450mm from FFL

Grab rail placed at height of 800mm

1620

100 mm brick wall

12.

375

V3 1780 600

900

12.

TD-01

590

595

DT-D

Approved first quality non skidINTERN'S INFORMATION : ceramic tile with tiles of size NAME :SOWBARNIKA.V 300x300mm,6mm thick REG.NO :143701058 300 mm sunken slab SEMESTER :9TH water proofing layer PH.NO. :9442478781 with brick bat concrete INSTITUTIONAL SEAL :

KEY PLAN

6.00

109.35

DT-B

21 156 180 80 138 292 25 26 58 10 2 2 2 387 226 225 97 581 600 17 41 481 268 -

SILL LEVEL AS PER ARCHITECTURAL SECTION

Water proofing layer with brick bat concrete

TYPICAL WASH BASIN DETAIL OF TB-01 & 02 08 SECTION 03 03 SCALE 1:50 SCALE 1:20

SCALE 1:20

RCC lintel at 2100mm ht of 100mm thk

750

770

400 370 770

7 Full Tiles

2100

520 1800

200mm 1:2:4 brick bat concrete

TYPICAL TOILET DETAIL OF TB-01& 02

400

300 mm sunken slab

12 mm internal plastering

600

1st

650

SSL-G.F

300

280

600 275 TD

2130

50mm thk screed concrete

1st

300

1st

300

600 630

610

Floor trap

1500

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk.

215 300

Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

300

200 mm brick wall Approved first quality dado tiles of size 300 x 300mm ,8-10mm thick

190

12 mm internal plastering

750

490

750

500

Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

4500

Health faucet and two way bib cock fixed at 450mm from FFL

450

300

D6 -0.10m lvl

PLUMBING SHAFT

200 mm brick wall

750

500

1000

Granite stone counter top

200 mm brick wall

TD-01

100 mm thick drywall

300

W.C.

Undermounted wash basin placed on granite counter to at height of 750mm fixed with CI brackets.

3750

1st

TD-01

DT-E

Joinery Hardware

Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating S.S. 304 Hardware fittings of Dorset IOZONE make

6.00

White color wall mounted EWC as per specification

DT-A

Water proofing

LEGEND CLEAN OUT PLUG FLOOR TRAP

Health faucet and two way bib cock fixed at 450mm from FFL

600

400

600

SCHEDULE OF SPECIFICATIONS

300

390 100 mm thick drywall White color wall mounted ewc Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

SECTION 06 SCALE 1:50

730

Railing

750

200 mm brick wall

12 mm internal plastering

1st

675

physically handicapped toilet

600

4181 White color wall mounted ewc

SSL- 6th FLOOR +25.2m Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick 300 mm sunken slab water proofing layer with brick bat concrete

SCHEDULE OF OPENINGS NAME

DESCRIPTION

SIZE(WxH)

LINTEL Ht.

2.40m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.40m 2.70m 3.30m 3.30m 3.30m 3.30m 3.30m 2.85,3.30, 3.75m 3.3m 3.3m 3.30m 3.30m 2.70m

36.00 12.00 6.00

12.00 3.00

12.00

3.00 6.00

56.40

12.00 3.00

CFD

12.375

6.00

12.375

6.00

SCALE 1:50

mm 50

mm N JO

12.3 75

75 12.3

109.35

375

12. 375

12.

mm JO 50 ION NS

AREA OF EACH TOILET CUBICLE = 645.835 SQ.FT

50 NS mm IO N JO

12 5

.37

12.

375

750

12.

12.3

12.375

AREA OF TOILET = 645.835 X 12.38 = 7995.43 CU. FT

FIRM DETAIL: 600

VOLUME OF AIR EXCHANGE IN 1 HR =9,59,452.47 / 60 =15,990.87 CU.FT/MIN

2100

FIRE SHAFT AUTHORIZED SIGNATORY & SEAL :

2125

770

SSL- 6th FLOOR +25.2m

Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

PLUMBING SHAFT 720 800

CALUCULATION OF FORCED VENTIALTION CYCLE

3750

RCC lintel at 2100mm ht of 100mm thk

VOLUME OF AIR EXCHANGE FOR ONE FLOOR =1,599.08 CU.FT/MIN

900

Hollow space Water proofing layer with brick bat concrete 300 mm sunken slab

SSL- 6th FLOOR +24.3m

750

PROPOSED CENTRAL BLOCK OF VIT, AP

600

3600

300

AREA OF ALL FLOORS = 7995.43 X10 = 79954.37

physically handicapped toilet

12.375

222.75

PROJECT

12 mm internal plastering

NUMBER OF AIR EXCHANGE IN AN HOUR =12 X 79954.37

12.375

50mm ION JOINT EXPANS

50mm EXPANS ION JOINT

HEIGHT OF EACH FLOOR EXCLUDING FALSE CEILING = 12.38 FT

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781

INSTITUTIONAL SEAL :

TYPICAL SECTION 08 OF 6TH & 8TH FLOOR SCALE 1:50

21 156 180 80 138 292 25 26 58 10 2 2 2 387 226 225 97 581 600 17 41 481 268 -

6.00

12.375

36.00 12.00 6.00

12.00

3.00

CFD

TYPICAL SECTION 07 FOR 6TH &8TH FLOOR

1.20m 1.20m 1.20m 1.20m 1.20m 0.75,1.20,1. 65m 1.20m 1.20m 2.40m 2.40m 2.10m

SILL LEVEL AS PER ARCHITECTURAL SECTION

TYPICAL STAFF TOILET DETAIL OF TB-01&02 SCALE 1:20

SILL Ht. QTY.

12.375

wall mounted single half stall urinal

1800 525

600

770

800 770 770

SSL- 6th FLOOR +24.3m

1500

600

7 FULL TILES

1st

300

shear wall 300

300 1st

600

670

600

2100

7 FULL TILES

Approved first quality non skid ceramic tiles with tiles of size 300 x 300mm , 6mm thick

360

300

600

2130

750

260

475

1500

4500

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk.

1st

Fixed ventilator size of 600x600mm

100 mm brick wall 100

Joinery Hardware

500

1620

300

STAFF TOILET -0.05m lvl

750

600 V3

300

750

275

500

Approved first quality dado tiles of size 300 x 300mm ,8-10mm thick

Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating S.S. 304 Hardware fittings of Dorset IOZONE make

Water proofing

1st

0.00 6978.23 75085.75 4.50 0.00 5038.07 54209.63 4.05 0.00 6595.80 70970.81 4.05 0.00 6618.92 71219.58 4.05 0.00 5860.36 63057.47 4.05 5927.36 0.00 5927.36 63778.39 4.50 5853.03 0.00 5853.03 62978.60 3.60 5636.79 0.00 5636.79 60651.86 4.50 5697.45 0.00 5697.45 61304.56 3.60 0.00 5712.72 61468.87 4.05 5712.72 5590.72 0.00 5590.72 60156.15 4.05 65509.45 0.00 65509.45 704881.68 REFUGE AREA STATEMENT REFUGE AREA DESCRIPTIO OCCUPANT LOAD REFUGE AREA S.NO (SQM) REQUIRED (SQM) PROVIDED (SQM) N 6th & 7th 1 2778.7000 834.0000 870.44 FLOOR Provided in 2 10th FLOOR terrace R.C.C deep pile foundations with pile cap R.C.C. columns with AAC Block partition walls, PT slabs & R.C.C Super Structure beams. a) Ceiling plastering - 12MM b) Internal plastering - 15MM c) External plastering - 18MM Finishes d) Internal wall smooth finish over premier Acrylic emulsion. e) External wall partial texture with Apex emulsion paint and partial structural glazing. a) Class rooms ground floor- PCC, RCC-Waist slab-C.C steps and Hard crete finish. b) Stage- Brickwork (Ground Floor). c) Civil, Mechanical labs - (G.F) Hard Crete flooring. d) Chemistry lab - Acid resistance tiles of Johnson "ENDURA" e) Ground floor - Entrance landing polished granite. f) Front landscape - Gray Pavers. g) Rear side entrance - C.C pavers Flooring h) All Corridors- Double charged matt finish Vitrified tiles i) All rooms - Double charged polished Vitrified tiles j) Staircase - Polished granite with Anti-skid strip k) Class room - Second floor, Sixth & Eighth Floor- wooden flooring l) Toilet - Anti- skid, dado - 2.10mts. Glazed tiles m) Computer Labs - Polished Vitrified flooring n) E- clinics - Matt finish Vitrified flooring o) Hall of Frame - Matt finish Vitrified flooring. a) Doors - MT Teakwood wood frame with Laminated flush shutter with vision panel for class room doors other area normal shutters. b) Windows - Aluminium sliding shutters with two track and M.S. grills Joinery c) Structural glazing - Aluminium frame with tinted glass with sliding windows d) Toilet Ventilators - Aluminium louvered e) Toilet door - M.T. wood frame green lam flush shutter with both side PU coating. f) Fire doors - Shakti meta doors for refuse areas and fire towers. Staircase 1.20 Mts high S.S Railing

COP (clean out plug)

TD-02

6978.23 5038.07 6595.80 6618.92 5860.36

Foundation

300 mm sunken slab water proofing layer with brick bat concrete

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) 10F(+40.95M) TOTAL

2455

675 1800 525 600

5 400

300

600

300

375

[A+B] [A+B] [B] [A] FLOOR BUILTUP AREA OTHER * SBUA (SQ.M.)SBUA (SQ.FT.) HT.

FLOOR

6.00

Floor trap

Approved first quality non skid ceramic tile with tiles of size 300x300mm,6mm thick

RCC lintel at 2100mm ht of 100mm thk

1st

NOTE: SIXTH AND EIGHT FLOOR HAVE CORRIDOR LEVEL DIFFERENCE.

SCALE 1:50

DT-C

600

1st

SSL-G.F 5

S8 TD-02

S6 TD-02

TYPICAL TOILET BLOCK-02 DETAIL

290

1st

300

600

Approved wall mount ewc with physically handicapped toilet 7

1st

2130

Grab rail placed at height of 800mm

2130

SSL +33.3M

300

White color wall mounted ewc as per specification

7 FULL TILES

SSL +25.2M

4500

CORRIDOR 8TH FLOOR LVL

3750

CORRIDOR 6TH FLOOR LVL

AREA STATEMENT (sqm): *May vary with structural areas which include the actual areas of rafts, slab areas etc.

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk.

4970

1500

900

200mm thick ledge wall wall mounted single half stall urinal

KEY PLAN

760

4215

300

1620

1st

1. MATERIALS AND SPECIFICATIONS USED FOR WASHROOMS. 2.STRUCTURAL, SERVICES, PLUMBING PART USED IN TOILETS. 3.STANDARDS AND NBC APPLIED FOR WASHROOMS. 4.TYPE OF VENTILATION USED IN VIT-CB.

granite stone

Fixed glass ventilators of size 600x600mm from 2.1m 12 mm internal plastering 200mm thk brick wall

3595

7 FULL TILES 770

5 750 325

1200 600

1700

3800

W.C.

SCALE 1:50

Approved first quality non skid ceramic tiles with tiles of size 300 x 300mm , 6 mm thick

1st

INTERN'S LEARNING:

30mm thick solid core single flush door with pu coating.

SECTION 05

Approved first quality dado tiles of size 300 x 300mm ,8-10mm thick

W.C.

2130

600

195

600

195 1200

205

1st

P.H.C TOILET -0.05m lvl

600

750

D6 350

750

1615 1st

TOILET BLOCK-01 DETAILS

75 1st

1st

W.C.

1st

3750

800

600

755

750 350 eq

600

405

275 600

1st

600 V3

200mm thick ledge wall of 1.8m height eq

eq 2955

300 mm sunken slab water proofing layer with brick bat concrete

GENTS TOILET -0.05m lvl

750

405

S7 TD-02

W.C. V3

PLUMBING SHAFT

Shear wall

6300

1st

6300

1st

W.C.

750

LADIES TOILET -0.05m lvl

1st

SSL-G.F

1st

370

275 600

PLUMBING SHAFT

-0.10m lvl 1st

6MM THK. BEST QUALITY MIRROR

Wall mounted single half stall urinals as per specification 100 mm thick drywall

W.C.

1600 -0.10m lvl W.C.

750

S5 TD-02

2575

-0.10m lvl

750

755

1505

750

600

1st

STAIRCASE

350

120

12mm internal plastering

1660 -0.0m lvl

TD 750 570 V3 V3

STAFF TOILET -0.05m lvl 1505

600

100

1st

760

CPVC DOMESTIC WATER SUPPLY RAISER PIPE UPVC FLUSH WATER SUPPLY RAISER PIPE

800

FIRE SHAFT 570

350

80MM

+0.0m lvl

2455

800

80MM

1st

SWR WASTE WATER PIPE & VENT SWR ANTISYPHONISE PIPE

1st

770

200mm brickwall 1st

300

1860

900

795

2645

Approved first quality dado tiles of size 300 x 300mm, 8-10mm thk. shear wall

7 FULL TILES

900

300

COP(clean out plug) 1295

Floor trap

SSL +32.4M

6mm thk. best quality mirror

770

UPVC FLUSH WATER SUPPLY DOWN TAKE PIPE 40MM CPVC DOMESTIC WATER SUPPLY DOWN TAKE PIPE

DT-D TD-01

2100

SSL +24.3M

Under mounted wash basin mounted on granite counter top fixed with c.i brackets at a height of 750mm Trap door fixed from ffl till 2.1m

7 FULL TILES

DT-C TD-02

WASH BASIN 40MM

750 325

CORRIDOR 8TH FLOOR LVL

CORRIDOR 6TH FLOOR LVL

URINALS

1520

EUROPEAN WATER CLOSET

75MM

DRAWING

TD 02

1.WORKING DRAWING OF TOILET DETAILS.

Aluminum powdered coated trap door size of 750x2100mm from ffl. Fixed glass ventilators of size 600x600mm from 2.1m 12 mm internal plastering

100

HEALTH FAUCET CUM TWO WAY BIB COCK

110MM

VIT - CENTRAL BLOCK

INTERN'S SCOPE OF WORK & CONTRIBUTION: 5mm floor drop

4500

COP FT

SUBJECT

Aluminium outer frame

SUBJECT

DT-05 JD-01

300.0

Door closer as per specification

300

125mm Anodised MS Butt hinges as per specification. 5.5mm thick float glass vision panel of size 300x300mm

300

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification. Door Handle & Lock as per specification

1.DIFFERENT TYPES OF MATERIALS AND SPECIFICATIONS. 2.DIFFERENT TYPES OF JOINERY DETAILS 3.FIXING DETAILS OF JOINERY 4.CUSTOMISED FIRE RATING DOOR.

300

VISSION PANEL

AREA STATEMENT (sqm): 95

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification.

PLAN

300.0

D6 D5

F0-09

7.29

UP 5

D2 D6

D4 D2

F0-06

D6 D6

F0-21

F0-13

D6 D6

INT

50 NS mm IO N JO

mm JO 50 ION NS

INT

F0-20

UP D4

0.15

F0-26

375

F0-14

F0-27

F0-25 FD

12.

UP D4

0.08

0.15

0.08

F0-19 D3

F0-15

12.3 75

75 12.3 F0-18

F0-16

F0-17

12.3

RS2

RS1

12.375

50mm EXPANS ION JOINT

12.375

TRAP DOOR-TD Scale: 1:20

12.375

226.89

PROJECT

PROPOSED CENTRAL BLOCK OF VIT, AP FIRM DETAIL:

15mm thick cement plaster on Internal surface of wall 5mm Clearance

63.5

44.45

Aluminium Glazing clip as per specification.

INTERN'S INFORMATION :

5.5mm thick clear float glass

5.5 EQ

AUTHORIZED SIGNATORY & SEAL :

10mm X 5mm plaster Groove

95.25

+2400mm

TYPICAL DETAIL OF ALUMINIUM FIXED GLASS @DT-03 10 TYPICAL SECTION OF ALUMINIUM SLIDING GLASS WINDOWS @DT-04 DETAILED SECTION OF ALUMINIUM DOOR @DT-05 9 11 Scale: 1:5 Scale: 1:5 Scale: 1:5

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781

INSTITUTIONAL SEAL :

KEY PLAN

12.3 75

6.00

F0-07

12.3

OW = 750

D2 D2

7.29

PLAN

38.1

48.30

5.5

18mm thick cement plaster on External surface of wall

5.5 92.36 122.50

50mm ION JOINT

D5 D1

EXPANS

200

6.00 F0-12

109.35 D1

F0-05 D4 D4

5 0.1

1.5

F0-28

F0-04

375

37.0

7.29

F0-22

18mm thick cement plaster on External surface of wall

PLAN

Aluminium outer frame as per specification.

12.375

7.2 9

9 7.2

mm N JO 50 IO NS

EX UP 10 MP RA E 1IN OP

F0-03

12.

OUTSIDE SW = 673

200mm thick brick wall

T IN

mm JO 50 ION NS

PA EX RA SL MP OP DO E 1IN WN 10

PLAN

DT-01 JD-01

Opening Width (OW)= 900 CW = 770 SW = 790

Top rail 18mm thick cement plaster on external surface of wall

1 PE SLOIN 12 5 0.1

Glazing clip as per specification. 5.5mm Thk. float glass

F0-08

5.5

F0-11

6.00

7.29

12.375

Clear opening height CH = 2050 Door frame = 2100

Door frame = 2100

1000

58.33

7.29 6.00

F0-24

100mm X 200mm thick RCC Lintel

12.00 3.00

6.00

F0-02

12.3

Aluminium sliding shutters of size as per specification Aluminium two track box section of size as per specification Aluminium Outer sub frame box section of size as per specification 5.5mm thick clear float glass

21 156 180 80 138 292 25 26 58 10 2 2 2 387 226 225 97 581 600 17 41 481 268 -

D5 D5 F0-01

15mm thick cement plaster on internal surface of wall

SW = 1090

1.20m 1.20m 1.20m 1.20m 1.20m 0.75,1.20,1. 65m 1.20m 1.20m 2.40m 2.40m 2.10m

CFD1

62.0

3.00 56.40

200

DT-01 JD-01

SILL Ht. QTY.

F0-10

200mm thick brick wall

OUTSIDE

SINGLE SHUTTER DOOR (1200X2100) -D4 7 SINGLE SHUTTER DOOR (900X2100) -D5 6 Scale: 1:20 Scale: 1:20

Scale: 1:20

18mm thick cement plaster on External surface of wall R.C.C Lintel Aluminium powder coated Outer frame box section of size 37x62x1.5mm

CW = 1070 65

36.00 12.00 6.00

12.00 6.00

CFD1

12.37

18mm thick cement plaster on External surface of wall

E1 D2

100

12.00 3.00

INSIDE 12.375

Opening Width (OW)= 1200

146

2.40m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.40m 2.70m 3.30m 3.30m 3.30m 3.30m 3.30m 2.85,3.30, 3.75m 3.3m 3.3m 3.30m 3.30m 2.70m

18mm thick cement plaster on External surface of wall

SW = 1387

DOUBLE SHUTTER MT DOOR WITH VISION PANEL(1500X2100) -D3

+2850mm

LINTEL Ht.

F0-23

OUTSIDE

200mm thick brick wall

CW = 1370

15mm thick cement plaster on Internal surface of wall

3.00

200mm thick brick wall

PLAN

36.00 12.00 6.00

12.00

INSIDE

SIZE(WxH)

SILL LEVEL AS PER ARCHITECTURAL SECTION

OUTSIDE

DT-02 JD-01

6mm Clearance

Opening Width (OW)= 1500

18mm thick cement plaster on External surface of wall DT-01 JD-01

DESCRIPTION

INSIDE

SCHEDULE OF OPENINGS NAME

35mm thick laminated Non-Decorative type solid core of Block board

15mm thick cement plaster on Internal surface of wall 125mm Anodised MS Butt hinges as per specification.

Joinery Hardware

15mm thick cement plaster on Internal surface of wall 125mm Anodised MS Butt hinges as per specification.

Door Handle & Lock Aluminium powder coated Door as per specification as per specification 15mm thick cement plaster on Internal surface of wall

Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating S.S. 304 Hardware fittings of Dorset IOZONE make

Water proofing

12.375

200mm thick brick wall

Door Handle & Lock as per specification.

ELEVATION

Railing

35mm thick laminated decorative type -solid core shutter with frame of size as per specification

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification

INSIDE

300.0

ELEVATION

Floor finish

ELEVATION

+50mm

Floor finish

+50mm

ELEVATION-E2

Door Handle & Lock as per specification

15mm thick cement plaster on Internal surface of wall 125mm Anodised MS Butt hinges as per specification.

Door Handle & Lock (as per the specification)

Door stopper as per specification

5.5mm thick float glass vision panel size of 300x 300mm

E2 D2

Aluminium powder coated Door shutter as per specification

300.0

Base tie as per specification

ELEVATION-E1

+50mm

Aluminium powder coated Door frame as per specification

MS Hold Fast as per specification Door Handle & Lock as per specification

Door stopper as per specification

300.0

Floor finish

MS hold fast as per specification

125mm Anodised MS Butt hinges as per specification

Door Handle & Lock (as per the specification)

LH = 1000

1350

MS Hold Fast as per specification

+2100

Top rail

Shutter height = 1995 Clear opening height CH = 2050

+2100

Clear opening width =900

35mm thick laminated decorative type -solid core shutter with frame of size as per specification

Shutter height = 1980 Clear opening height CH = 2050 Door frame = 2100

1350

VISION PANEL

1000

VISION PANEL 35mm thick laminated decorative type -solid core shutter with frame of 30mmx25mm teak wood.

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification. Door Handle & Lock as per specification

125mm Anodised MS Butt hinges as per specification

VISION PANEL

Scale: 1:2

Medium Teak Wood door frame as per specification Tower bolt as per specification

125mm Anodised MS Butt hinges as per specification. 5.5mm thick clear float glass vision panel size of 300x 300mm

300

VISION PANEL

eq 1000

125mm Anodised MS Butt hinges as per specification.

300

+2100

Clear opening width =1200

300.0

Tower bolt as per specification Door closer as per specification eq

Door frame = 2100 Clear opening height CH = 2050 Shutter height = 1995

Medium Teak Wood door frame

Floor finish

+2100

Scale: 1:20

Medium Teak Wood door frame +2100 as per specification

DETAILED SECTION OF VISSION PANEL @DT-02

300.0

Scale: 1:20 Clear opening width =1500

DOUBLE SHUTTER MT DOOR WITH VISION PANEL(2000X2100) -D2

ALUMINIUM DOUBLE SHUTTER DOOR (2000X2400) - D1

E1 D2

18mm thick cement plaster on External surface of wall 15mm thick cement plaster on Internal surface of wall

PLAN

DT-02 JD-01

1.05m long Aluminium powder coated Handle

CW = 1870

DT-01 JD-01

SLO IN PE 12

OUTSIDE

Opening Width (OW)= 2000

Aluminium powder coated Door profile(Stile 2)

18mm thick cement plaster on External surface of wall Aluminium outer frame

0.1

OUTSIDE

Clear Opening Width (OW) = 2000

SCHEDULE OF SPECIFICATIONS

Foundation

200MM thick Brick wall

5.5mm thick float glass vision panel of size 300x 300mm

INSIDE

TYPICAL DETAIL OF MT WOOD FRAME@DT-01

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification. 125mm Anodised MS Butt hinges as per specification. 200mm thick brick wall

300

INSIDE

Door Handle & Lock as per specification

6978.23 5038.07 6595.80 6618.92 5860.36

5.5mm thick clear float glass (SW) = 960.0

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) Mortice lock as per specification 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) Medium Teak Wood door frame 7F(+28.80M) 8F(+33.30M) as per specification. 9F(+36.90M) 10F(+40.95M) MS Hold Fast as per specificationTOTAL

5.5mm thick float glass vision panel of size 300x 300mm

[A+B] [A+B] [B] [A] FLOOR BUILTUP AREA OTHER * SBUA (SQ.M.)SBUA (SQ.FT.) HT.

FLOOR

0.1

300.0

+50mm

ELEVATION-E2

E2 D2

(SW) = 960.0

35mm thick laminated decorative type -solid core double shutter with frame of size as per specification.

Base tie as per specification

ELEVATION-E1

Aluminium powder coated Door profile(Stile 1)

*May vary with structural areas which include the actual areas of rafts, slab areas etc.

+50mm

ELEVATION

15mm thick cement plaster on Internal surface of wall

1000

eq +50mm

INTERN'S LEARNING:

MS hold fast as per specification Floor finish

300.0

150

Gasket as per specification

Door stopper as per specification Bottom rail

VISSION PANEL

1350

Glazing clip as per specification

300

1350

Lock rail

VISSION PANEL

Door frame = 2100 Clear opening height CH = 2050 Shutter height = 1995

Aluminium powder coated Door profile(Stile 1) Aluminium powder coated Handle as per specification

300

1.WORKING DRAWING OF JOINERY DETAILS (DOORS,WINDOWS, & VENTILATORS)

200mm thick brick wall

Aluminium powder coated Door profile(Stile 2)

5mm Clearance

+2100

Tower bolt as per specification

Door Frame = 2400 Clear Opening Height (OH)= 2350 1152.5

Medium Teak Wood door frame

+2100

Clear opening width =2000

125mm Anodised MS butt hinges DRAWING INTERN'S SCOPE OF WORK & CONTRIBUTION: as per specification.

5.5mm thick clear float glass

JD 01

VIT - CENTRAL BLOCK JOINERY DETAILS OF VIT-CB

15mm thick cement plaster on Internal surface of wall

200

300.0

Top rail

300

+2400

Clear opening width =2000

Medium Teak Wood door frame

+2100

300.0

Clear opening width =750

Anodised MS Butt hinges as per specification

DRAWING

TOILET BLOCK-01 DETAILS

JD 02

INTERN'S SCOPE OF WORK & CONTRIBUTION: 1.WORKING DRAWING OF JOINERY DETAILS (DOORS,WINDOWS, & VENTILATORS)

300

Clear Opening Height (OH)= 2055 Door Frame = 2100

750

Clear Opening Height (OH)= 2055 Door Frame = 2100

750

1350

900.0

750 750

300

100mm thick dry wall GEAR BOX LOCATION AS PER MANUFACTURER SPECIFICATION

Medium Teak Wood door frame as per specification

1235

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72 65509.45

75085.75 54209.63 70970.81 71219.58 63057.47 63778.39 62978.60 60651.86 61304.56 61468.87 60156.15 704881.68

900.0

FFL

ELEVATION

DETAIL OF DOOR FRAME @ DT-06

870.44 Provided in terrace

SCHEDULE OF SPECIFICATIONS R.C.C deep pile foundations with pile cap R.C.C. columns with AAC Block partition walls, PT slabs & R.C.C beams. a) Ceiling plastering - 12MM b) Internal plastering - 15MM c) External plastering - 18MM Finishes d) Internal wall smooth finish over premier Acrylic emulsion. e) External wall partial texture with Apex emulsion paint and partial structural glazing. a) Class rooms ground floor- PCC, RCC-Waist slab-C.C steps and Hard crete finish. b) Stage- Brickwork (Ground Floor). c) Civil, Mechanical labs - (G.F) Hard Crete flooring. d) Chemistry lab - Acid resistance tiles of Johnson "ENDURA" e) Ground floor - Entrance landing polished granite. f) Front landscape - Gray Pavers. g) Rear side entrance - C.C pavers Flooring h) All Corridors- Double charged matt finish Vitrified tiles i) All rooms - Double charged polished Vitrified tiles j) Staircase - Polished granite with Anti-skid strip k) Class room - Second floor, Sixth & Eighth Floor- wooden flooring l) Toilet - Anti- skid, dado - 2.10mts. Glazed tiles m) Computer Labs - Polished Vitrified flooring n) E- clinics - Matt finish Vitrified flooring o) Hall of Frame - Matt finish Vitrified flooring. a) Doors - MT Teakwood wood frame with Laminated flush shutter with vision panel for class room doors other area normal shutters. b) Windows - Aluminium sliding shutters with two track and M.S. grills c) Structural glazing - Aluminium frame with tinted glass with sliding Joinery windows d) Toilet Ventilators - Aluminium louvered e) Toilet door - M.T. wood frame green lam flush shutter with both side PU coating. f) Fire doors - Shakti meta doors for refuse areas and fire towers. Staircase Railing 1.20 Mts high S.S Railing Water proofing Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating Joinery Hardware S.S. 304 Hardware fittings of Dorset IOZONE make

SCHEDULE OF OPENINGS SIZE(WxH)

NAME

DESCRIPTION

D1 D2 D3 D4 D5 D6 D7 SD TD TD1 FD CD CFD1 RS1 RS2 W1 W2 W3 W4 W5 W6 W7 W8 V1 V2 V3

Double shutter Main Door Double Shutter door Double Shutter door Single Shutter door Single Shutter door Toilet Door (Normal) PHC Toilet Door Steel Door Trap Door Trap Door Fire Door Customised Door Customised Fire Door Rolling Shutter Rolling Shutter Sliding Window Fixed Window Sliding Window Fixed Window Sliding Window Fixed Window Sliding Window Fixed Window Sliding Ventilator Louvered Ventilator Fixed Ventilator

LINTEL Ht.

SILL Ht.

2.00mX2.40m 2.40m 2.00mX2.10m 2.10m 1.50mX2.10m 2.10m 1.20mX2.10m 2.10m 0.90mX2.10m 2.10m 0.75mX2.10m 2.10m 1.0mX2.10m 2.10m 1.20mX2.10m 2.10m 0.75mX1.50m 2.10m 0.70mX1.50m 2.10m 2.00mX2.10m 2.10m 2.00mX2.40m 2.40m 2.00mX2.70m 2.70m 8.00mX8.55m 1.67mX8.55m 2.02mX2.10m 3.30m 1.20m 2.02mX2.10m 3.30m 1.20m 2.00mX2.10m 3.30m 1.20m 2.00mX2.10m 3.30m 1.20m 2.06mX2.10m 3.30m 1.20m 2.06mX2.10m 2.85,3.30,3.75m 0.75,1.20,1.65m 2.06mX2.10m 3.3m 1.20m 2.06mX2.10m 3.3m 1.20m 2.00mX0.60m 3.30m 2.40m 1.50mX0.60m 3.30m 2.40m 0.60mX0.60m 2.70m 2.10m

SILL LEVEL AS PER ARCHITECTURAL SECTION PROJECT 36.00 12.00 6.00

12.00 3.00

12.00

36.00 12.00 6.00

12.00

3.00

3.00 6.00

56.40

12.00

3.00

6.00

CFD1

Scale: 1:2

F0-10 D5 D5 F0-01

12.375

58.33

F0-23 D5

F0-09

7.29

7.29 D5

V2 - LOUVERED VENTILATOR (2000X600)

Scale: 1:20

834.0000

Foundation Super Structure

12.375

Scale: 1:20

ROLLING SHUTTER (1200X2400) -RS

2778.7000

CUSTOMISED DOUBLE SHUTTER FIRE DOOR (2000X2700) -CFD

6th & 7th FLOOR 10th FLOOR

ELEVATION (INSIDE)

1 2

300

ELEVATION (OUTSIDE)

F0-11

6.00

7.29

9 7.2

F0-08

F0-02

mm 50

PA NS IO

7.2

mm N 50 IO NS

12.375

7.2

T RA SL MP OP DO E 1IN WN 10

UP 10 MP RA E 1IN OP

F0-28

F0-03

UP SLO IN PE 12 1 0.1 5

0.1 5

75 12.3

150

5 clearance

INSIDE

100mm thk RCC lintel

INSIDE

2000

OUTSIDE 18mm thick cement plaster on External surface of wall 4mm thick pin head fixed glass with glazing clip

F0-13

D7 D3

2.5mm thick Anodised MS Butt hinges of 100mm long

50 NS mm IO N JO

INT

UP D4

0.15

F0-14

F0-27

F0-25 D3

F0-26

12.

F0-20

375

0.08

0.15

0.08

F0-19 D3

F0-15

12.3

12.3 F0-18

F0-16

F0-17

12.3

RS2

RS1

RS2

12.375

50mm EXPANS ION JOINT

6.5mm Clearance

12.375

226.89

FIRM DETAIL:

900 1000

AUTHORIZED SIGNATORY & SEAL :

30mm thick solid core of shutter with PU Coating on both sides Cylindrical Lock as per specification Medium Teak Wood door frame as per specification 100mm thick brick wall

ELEVATION

PLAN

D6 D6

PROPOSED CENTRAL BLOCK OF VIT, AP +2100mm

ELEVATION

Scale: 1:20

870.0

louvered ventilator

LOUVERED VENTILATORS (2000X600) -V2

Grab rail placed at height of 900mm.

600

300

600

100

OUTSIDE

5.0 Clearance

600 300

Aluminium powder coated Outer frame box section of size as per specification

150

600

INSIDE

150

100

100 600 100

50mm ION JOINT

OUTSIDE

F0-06

INT

mm JO 50 ION NS

PA EX

EXPANS

Scale: 1:20

+2700mm

375

ALUMINIUM SLIDING VENTILATOR (2000X600) -V1

PLAN

0.1

OUTSIDE

18mm thick cement plaster on External surface of wall 4mm thick pin head fixed glass with glazing clip

2000

Aluminium powder coated Outer frame box section of size as per specification 995 (Sash-1) Glass

600

INSIDE

995 (Sash-2) Glass

PE SLOIN 12 5 0.1

Aluminium Outer sub frame box section of size 31x14x2mm 18mm thick cement plaster on External surface of wall

F0-07

F0-21

+2700mm

Aluminium powder coated Outer frame box section of size as per specification INSIDE

12.

15mm thick cement plaster on Internal surface of wall Aluminium two track box section of size 62.1x29.7x1.5mm

5.5mm Thk. float glass

Aluminum sliding shutters of size 45.0x23.0x1.5mm

ELEVATION

200mm thick Brick wall

100mm X 200mm thick RCC Sill

RCC Sill

4mm thick pin head fixed glass with glazing clip

D5 D1

2000

louvered ventilator

5.5mm thick pin head fixed glass with glazing clip

F0-12

109.35 D1

F0-05 D4 D4

12.3

GLASS

F0-04

Aluminium box section of size 63.5x38.1x1.17mm

+2700mm

2000

Cement plaster on Internal surface of wall

F0-22

12.3

6.00

12.3

6.00

F0-24

Aluminium powder coated Outer frame box section of size as per specification

RCC Lintel

4.50 4.05 4.05 4.05 4.05 4.50 3.60 4.50 3.60 4.05 4.05

OCCUPANT LOAD REFUGE AREA REFUGE AREA (SQM) REQUIRED (SQM) PROVIDED (SQM)

1180 LH = 805 300

Cylindrical Lock - as per specification

MS Hold Fast as per specification

+50mm

Scale: 1:20

30mm thick solid core of Block board with PU Coating on both sides

LOCKING ARRAGENMENT AS/ SPEC.

+50mm

1050

900

MS ROLLING GRILL ARRANGEMENT AS PER MANUFACTURER SPEC.

MS holdfast

FIXED GLASS

CURVED LATHS CONFORMING TO IS 227/ IS 6248, 80MM WIDE, 1.25mm THK. INTER LOCKED THE ENTIRE LENGTH

Fire resisting rectangular fixed glass panel as per specification

125 4

FIXED GLASS

Fire rated ms double shutter hinged to both sides of frame.

CUSTOMISED DOUBLE SHUTTER DOOR (2000X2400)-CD

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

300

450

5mm Clearance +2400

S.S handle (panic bar) as per specification

ELEVATION

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72 65509.45

600

OUTSIDE

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781

INSTITUTIONAL SEAL :

PLAN

LOUVERED VENTILATORS (600x1520) -V3 Scale: 1:20

TYPICAL PHC TOILET DOOR DETAIL @DT-07 Scale: 1:5

QTY. 21 156 180 80 138 292 25 26 58 10 2 2 2 387 226 225 97 581 600 17 41 481 268 -

WORKING DRAWING

Scale: 1:20

+2700

Clear Opening Height (OH)= 2655

815

Scale: 1:20

1600 1200

1050

1312 Clear Opening Height (OH)= 2355 Door Frame = 2400

FIRE DOOR-1 (2000X2100) -FD-1

Door closer as per specification

FIXED GLASS

FIRE DOOR (2000X2100) -FD

Scale: 1:20

900

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) 10F(+40.95M) TOTAL

STEEL DOOR (1200X2100) - SD

MS angle door frame as per specification

Glass louvers fixed to shutter.

Door handle & lock as per specification Aluminium double shutter fixed with hinges on both sides of frame.

300

300 750 300

Scale: 1:20

Anodised ms butt hinges as per specification

ELEVATION

[A+B] [A+B] [A] [B] FLOOR BUILTUP AREA OTHER * SBUA (SQ.M.) SBUA (SQ.FT.) HT.

FLOOR

S.NO DESCRIPTION

+2400

+50mm

PLAN

300

Door closer as per specification MS holdfast

AREA STATEMENT (sqm): *May vary with structural areas which include the actual areas of rafts, slab areas etc.

REFUGE AREA STATEMENT

Clear opening width =2000

Fire rated ms double shutter hinged to both sides of frame.

ELEVATION

(door reference) brick openingsize(2000x2100)

Aluminium door frame as per specification

ms holdfast

SINGLE SHUTTER PHC TOILET DOOR -D7

CW = 870 SW = 885 OW = 1000

PLAN Scale: 1:20

+50mm

ELEVATION

INTERN'S LEARNING: 1.DIFFERENT TYPES OF MATERIALS AND SPECIFICATIONS. 2.DIFFERENT TYPES OF JOINERY DETAILS 3.FIXING DETAILS OF JOINERY 4.CUSTOMISED FIRE RATING DOOR.

OUTSIDE DT-07 JD-02

SINGLE SHUTTER DOOR (750X2100) -D6

fire rated ms double shutter hinged to both sides of frame.

+50mm

toilet doors.

12mm thick cement plaster on External surface of wall

+2100

The texture and color of the door is matched with the elevation detail.

100

CW = 620 SW = 640 OW = 750

VISSION PANEL

300

DT-06 JD-02

MS angle door frame as per specification Tower bolt as per specification Door closer as per specification

300

Clear opening width =2000

MS holdfast

INSIDE

100mm thick brick wall OUTSIDE

MS tees as horizontal stiffeners 40x40x6

s.s handle (panic bar) as per specification

(door reference) brick opening size(2000x2100)

+2100

2400

100mm thick dry wall

MS aldrop(300mm long)

300

VISSION PANEL

ms holdfast

900.0

30mm thick solid core flush door shutters with both side PU coated paint Cylindrical Lock as per specification

12 mm thick cement plaster on Internal surface of wall 125mm Anodised MS Butt hinges as per specification.

10g ms sheet welded to shutter frame on both sides 5.5mm thick clear float glass vision panel size of 300x 300mm MS handle (150mm long)

Door Frame = 2700

INSIDE

12mm thick cement plaster on External surface of wall

Door Frame = 2100

ELEVATION

30mm thick solid core flush door shutters with both side PU coated paint Cylindrical Lock as per specification

12 mm thick cement plaster on Internal surface of wall

Floor finish

ELEVATION

125mm Anodised MS Butt hinges as per specification.

+50mm

Floor finish

+50mm

Clear Opening Height (OH)= 2055

1000 300.0

300.0

1000

900

Cylindrical Lock as per specification

SH 750

Cylindrical Lock as per specification

Clear opening width =2000

+2100

SS Grabrail as per specification

(door reference) brick MS angle door frame 50x50x6 opening size(2000x2100) ms angle door frame as per specification tower bolt as per specification door closer as per MS angle shutter frame specification 40x40x6

Clear opening width =1200 1086 Door frame = 2100

30mm thick solid core flush door shutters with both side PU coated paint

Shutter height = 1995 Clear opening height CH = 2050

Shutter height = 1995 Clear opening height CH = 2050 Door frame = 2100

SS Baby latch as per specification

VIT - CENTRAL BLOCK

MS Hold Fast as per specification

SUBJECT +2100 300.0

Medium Teak Wood door frame as per specification

+3300mm

2020

+3300mm

2000

+3300mm

2060

Aluminium powder coated Outer frame box section as per specification.

FIXED

600

Aluminium powder coated Outer frame box section as per specification. FIXED

Aluminum sliding shutters of size as per specification

3300

GLASS

5.5mm Thk. float glass

JOINERY DETAILS OF VIT-CB

1.DIFFERENT TYPES OF MATERIALS AND SPECIFICATIONS. 2.DIFFERENT TYPES OF JOINERY DETAILS 3.FIXING DETAILS OF JOINERY 4.CUSTOMISED FIRE RATING DOOR.

Aluminum sliding shutters of size as per specification

GLASS

1500

GLASS

1500

GLASS

DRAWING

5.5mm Thk. float glass

Lock Cleat

AREA STATEMENT (sqm):

Lock Cleat

*May vary with structural areas which include the actual areas of rafts, slab areas etc.

[A+B] [A+B] [B] [A] FLOOR BUILTUP AREA OTHER * SBUA (SQ.M.)SBUA (SQ.FT.) HT.

FLOOR

Aluminium two track box section of size as per specification

Aluminium two track box section of size as per specification 995 (Sash-2) Glass

1200

+50mm

ELEVATION

Aluminium two track box section of size as per specification Aluminium Outer sub frame box section of size per specification

OUTSIDE

1005 (Sash-2) Glass 1005 (Sash-1) Glass Clear Opening Width (OW) = 2020

INSIDE

DT-04 JD-01

PLAN

1025 (Sash-2) Glass 1025 (Sash-1) Glass Clear Opening Width (OW) = 2020

INSIDE

DT-04 JD-01

Aluminium two track box section of size as per specification Aluminium Outer sub frame box section of size per specification M.S. Grill in later detail 15mm thick cement plaster on Internal surface of wall 200mm thick brick wall DT-04 18mm thick cement plaster on JD-01 External surface of wall

OUTSIDE

995 (Sash-2) Glass 995 (Sash-1) Glass Clear Opening Width (OW) = 2020

200mm thick brick wall 18mm thick cement plaster on External surface of wall

Scale: 1:20

2020

OUTSIDE

M.S. Grill in later detail 15mm thick cement plaster on Internal surface of wall

ALUMINIUM SLIDING GLASS WINDOW -W1

ELEVATION

SCHEDULE OF SPECIFICATIONS

INSIDE

DT-04 JD-01

PLAN

ALUMINIUM SLIDING GLASS WINDOW -W3 3 ALUMINIUM SLIDING GLASS WINDOW -W5 2 Scale: 1:20 Scale: 1:20

+3300mm

2000

+3300mm

2060

OUTSIDE

1060 (Sash-2) Glass 1060 (Sash-1) Glass Clear Opening Width (OW) = 2130

INSIDE

PLAN

ALUMINIUM SLIDING GLASS WINDOW-W7 Scale: 1:20

+3300mm

2130

Foundation

Aluminum sliding shutters of size as per specification

Aluminum sliding shutters of size as per specification 5.5mm Thk. float glass

+50mm

6978.23 5038.07 6595.80 6618.92 5860.36

1060 (Sash-2) Glass

1060 (Sash-1) Glass

1025 (Sash-2) Glass

1025 (Sash-1) Glass

1200

995 (Sash-1) Glass

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) 10F(+40.95M) TOTAL

1200

1005 (Sash-2) Glass

1005 (Sash-1) Glass

JD 03

INTERN'S LEARNING:

2100

VIT - CENTRAL BLOCK

1.WORKING DRAWING OF JOINERY DETAILS (DOORS,WINDOWS, & VENTILATORS)

FIXED 5.5mm Thk. clear float glass Glazing clip

SUBJECT

INTERN'S SCOPE OF WORK & CONTRIBUTION:

FIXED

5.5mm Thk. clear float glass Glazing clip

+3300mm

2130

+3300mm

Railing

Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating S.S. 304 Hardware fittings of Dorset IOZONE make

FIXED

SCHEDULE OF OPENINGS

FIXED

NAME

FIXED

Aluminium powder coated Outer frame box section of size as per specification. 5.5mm Thk. float glass

FIXED

3300 1500

1500

Aluminium powder coated Outer frame box section of size as per specification 5.5mm Thk. float glass

DESCRIPTION

Glazing clip

3300 1500

1500

3300

Glazing clip

FIXED

Joinery Hardware

Aluminium powder coated Outer frame box section of size as per specification 5.5mm Thk. float glass

600

FIXED

Aluminium powder coated Outer frame box section of size as per specification 5.5mm Thk. float glass

600

Water proofing

FIXED

SIZE(WxH)

LINTEL Ht.

2.40m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.10m 2.40m 2.70m 3.30m 3.30m 3.30m 3.30m 3.30m 2.85,3.30, 3.75m 3.3m 3.3m 3.30m 3.30m 2.70m

SILL Ht. QTY. 1.20m 1.20m 1.20m 1.20m 1.20m 0.75,1.20,1. 65m 1.20m 1.20m 2.40m 2.40m 2.10m

21 156 180 80 138 292 25 26 58 10 2 2 2 387 226 225 97 581 600 17 41 481 268 -

36.00 12.00 6.00

12.00 3.00

12.00

36.00 12.00 6.00

12.00

3.00

3.00 6.00

56.40

12.00 3.00

6.00 CFD1

3300

CFD1

F0-10

12.375

D5 D5 F0-01

F0-09

7.29

58.33

F0-23

F0-11

6.00

7.29

UP 12.375

7.2 9

9 7.2 UP

UP 10 MP RA E 1IN OP

F0-28

12.3 75

6.00

12.37

F0-12

F0-04

F0-22

7.29

mm N JO 50 IO NS

T IN

mm JO 50 ION NS

PA EX RA SL MP OP DO E 1IN WN 10

F0-03

F0-24

12.375

F0-08

F0-02

109.35

SLO IN PE 12

D5 D1

5 0.1 F0-07

0.1

5 0.1

1 PE SLOIN 12 5 0.1

F0-05 D4 D4 D6

75 12.3

12.3

F0-06

D6 D6

1200

50 NS mm IO N JO

INT

F0-20

375

1200

F0-13

12.

1200

F0-21

INT

mm JO 50 ION NS

UP D4

0.15

F0-26

375

F0-14

F0-27

F0-25 D3

12.

UP D4

0.08

0.15

0.08

F0-19 D3

F0-15

12.3 75

75 12.3 F0-18

F0-16

F0-17

12.3

RS2

RS1

12.375

ELEVATION 15mm thick cement plaster on Internal surface of wall OUTSIDE

+50mm

Aluminium powder coated Outer frame box section of size as per specification.

ELEVATION 15mm thick cement plaster on Internal surface of wall OUTSIDE

15mm thick cement plaster on Internal surface of wall OUTSIDE

Clear Opening Width (OW) = 2020

Clear Opening Width (OW) = 2000

DT-03 JD-01

PLAN

Scale: 1:20

Aluminium powder coated Outer frame box section of size as per specification.

FIRM DETAIL:

15mm thick cement plaster on Internal surface of wall OUTSIDE Clear Opening Width (OW) = 2130

AUTHORIZED SIGNATORY & SEAL :

M.S. Grill in later detail

Glazing clip 18mm thick cement plaster on External surface of wall

ALUMINIUM FIXED GLASS WINDOW -W2

ELEVATION

5.5mm Thk. float glass

Clear Opening Width (OW) = 2060

M.S. Grill in later detail INSIDE

PROPOSED CENTRAL BLOCK OF VIT, AP

+50mm

ELEVATION

5.5mm Thk. float glass

INSIDE

INSIDE DT-03 JD-01

PLAN

DT-03 JD-01

ALUMINIUM FIXED GLASS WINDOW -W4 Scale: 1:20

PLAN

50mm ION JOINT

PROJECT

NOTE:W6(2060X2100) windows has 3 different sill heights(0.75M,1.2M,1.65M) +50mm

12.375

226.89

EXPANS

50mm EXPANS ION JOINT

12.375

INSIDE

Glazing clip 18mm thick cement plaster on External surface of wall

ALUMINIUM FIXED GLASS WINDOW -W6 Scale: 1:20

DT-03 JD-01

PLAN INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781

ALUMINIUM FIXED GLASS WINDOW -W8 INSTITUTIONAL SEAL : Scale: 1:20

WORKING DRAWING

SILL LEVEL AS PER ARCHITECTURAL SECTION

VIT - CENTRAL BLOCK

SUBJECT SSL +50.40m

SSL +50.40m

ventilator

150

SSL +49.50m

Overflow level

(3m from bottom slab)

SSL +49.50m

150

ventilator

SSL +49.50m

900

RCC slab

200mm thk concrete wall

Overflow level (3m from bottom slab)

Overflow level

(3m from bottom slab)

(3.05m from bottom slab)

Overflow level

3000

3300

PLUMBING SHAFT

DOMESTIC WATER (50,000 ltrs Capacity)

1600

ladder

(63,000 lts capacity)

FIRE WATER DOMESTIC WATER

RECYCLED WATER (24,000 ltrs Capacity)

Inverted beam as per structural layout

SSL +45.00m

SECTION @ S1

1:100

SSL +46.05m

150

(50,000 ltrs Capacity)

(20,000 ltrs Capacity)

900

150

Shear wall

Minimum clear space req.900MM

SSL +46.05m

(63,000 lts capacity)

150

3000

3300 DOMESTIC WATER

RECYCLE WATER

SSL +45.00m

DRAWING OVER HEAD TANK DETAILS INTERN'S SCOPE OF WORK & Ventilator CONTRIBUTION: 1. WORKING DRAWING Overflow pipe OVER-HEAD TANK DETAILS OF CB INTERN'S LEARNING: 200mm thk concrete wall 1.DETAILS AND SPECIFICATIONS OF WATER TANKS. 2. CAPACITIES OF WATER TANK, FIRE TANK, 200mm thk RECYCLED WATER TANK NEEDED FOR R.CC partition CENTRAL BLOCK BASED ON NBC. wall 3. STRUCTURE WISE HOW IT IS Beam as per structural layout CONSTRUCTED. AREA STATEMENT (sqm): FLOOR

830

SSL +45.00m

SECTION @ S2

1:100

SECTION @ S3 1:100

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) 10F(+40.95M) TOTAL

3493 600

8183

600

815

3496 600

2016

Manhole cover (heavy duty CI cover)

S2 MD-01

S1 MD-01 6300

6300

3800

SSL(OHT top slab) +49.50 M

2115

600

9283 S3 MD-01

1:100

3845 3360

3845

RCC slab at 46.05m FIRE 200 SHAFT

200

3885

200

1135

200

DESCRIPTION

OCCUPANT LOAD (SQM)

1 2

6th & 7th FLOOR 10th FLOOR

2778.700

75085.75 54209.63 70970.81 71219.58 63057.47 63778.39 62978.60 60651.86 61304.56 61468.87 60156.15 704881.68

834.000

870.44 Provided in terrace

SCHEDULE OF SPECIFICATIONS

R.C.C deep pile foundations with pile cap Foundation Super Structure R.C.C. columns with AAC Block partition walls,PTslabs &R.C.Cbeams. a) Ceiling plastering - 12MM b) Internal plastering - 15MM c) External plastering - 18MM Finishes d) Internal wall smooth finish over premier Acrylic emulsion. e) External wall partial texture- Apex emulsion paint and partial a) Class rooms ground floor- PCC, RCC-Waist slab-C.C steps and Hard crete finish. b) Stage- Brickwork (Ground Floor). c) Civil, Mechanical labs - (G.F) Hard Crete flooring. d) Chemistry lab - Acid resistance tiles of Johnson "ENDURA" e) Ground floor - Entrance landing polished granite. f) Front landscape - Gray Pavers. g) Rear side entrance - C.C pavers Flooring h) All Corridors- Double charged matt finish Vitrified tiles i) All rooms - Double charged polished Vitrified tiles j) Staircase - Polished granite with Anti-skid strip k) Class room - Second floor, Sixth & Eighth Floor- wooden flooring l) Toilet - Anti- skid, dado - 2.10mts. Glazed tiles m) Computer Labs - Polished Vitrified flooring n) E- clinics - Matt finish Vitrified flooring o) Hall of Frame - Matt finish Vitrified flooring. a) Doors - MT Teakwood wood frame with Laminated flush shutter with vision panel for class room doors other area normal shutters. b) Windows - Aluminium sliding shutters with two track and M.S. grills c) Structural glazing - Aluminium frame, tinted glass - sliding windows Joinery d) Toilet Ventilators - Aluminium louvered e) Toilet door - M.T. wood frame green lam flush shutter with both side PU coating. f) Fire doors - Shakti meta doors for refuse areas and fire towers. Staircase Railing 1.20 Mts high S.S Railing Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating

1700

PROJECT PROPOSED CENTRAL BLOCK OF VIT, AP

FIRE WATER (20,000 ltrs Capacity)

+46.05 M

S2 MD-01 RECYCLED WATER (24,000 ltrs Capacity)

6300

5900

5100

4050

FIRM DETAIL:

PLUMBING SHAFT

AUTHORIZED SIGNATORY & SEAL :

4000

SSL(OHT bottom slab) +46.05 M

DOMESTIC WATER (50,000 ltrs Capacity)

SSL(OHT Bottom slab) +46.05 M

300

3795

SSL +45.00 M

100

300

SSL(OHT bottom slab) +46.05 M

2384

4400

stub column

Overflow pipe

INTERN'S INFORMATION :

3795

100

OVERHEAD TANK -OHT-1A PLAN 1:100

4.50 4.05 4.05 4.05 4.05 4.50 3.60 4.50 3.60 4.05 4.05

REFUGE AREA REFUGE AREA PROVIDED REQUIRED (SQM) (SQM)

2000

SSL(OHT bottom slab)

6300

5900

(63,000 lts capacity)

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72 0.00 65509.45 REFUGE AREA STATEMENT

8183 stub column 200

DOMESTIC WATER

[A+B] [A+B] FLOOR SBUA (SQ.M.) SBUA (SQ.FT.) HT.

Overflow pipe

300

3360

PLUMBING SHAFT

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1:100

S1 MD-01

RECYCLE WATER

[B] OTHER *

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72 65509.45

S.NO

Water proofing

OVER HEAD TANK OHT-B SLAB PLAN

[A] BUILTUP AREA

KEY PLAN

OVER HEAD TANK OHT-1A SLAB PLAN

300

SSL(plumbing shaft slab) +50.40 M

600

3963

600

SSL(OHT top slab) +49.50 M

600

1684

600

6300

PLUMBING SHAFT

900

SSL +46.05m

3000

3300

(1.6m from bottom slab)

MD 01

OVERHEAD TANK -OHT-B PLAN 1:100

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT

865

SC-3A SD-01

W5 W6 W5

Table

2.75M W IDE CORR IDOR Table

LIFT SHA Cpcty- 10nFT os

LIFT SHA Cpcty-24nFT os

CORRIDO R

615

UP 20

TD SHAFT

2350

800

W5 W6 W5

12.3 5 75

5 18 7

5 .37 12 W 6

5 W

0 0 60 60

8 9 10

200mm thick Brick wall

5 23

0 6

FACULTY CABINS

ALUMINUM PARTITION

W W 6

FACULTY CABINS

800

SHAFT

600 600 SHAFT

3150

COLLAPSIBLE DOOR UPTO SLAB BOTTOM

MEETING ROOMS

ALUMINUM PARTITION

200

FACULTY W6

200mm thick Brick wall

ALUMINUM PARTITION

FACULTY CABINS

W 6

W 5 .37 12

200

3150

200

MEETING ROOMS

1020

1010

200

ALUMINUM PARTITION

1010

COLLAPSIBLE DOOR UPTO SLAB BOTTOM W

800

1025

12 5 .37 5 200mm thick Brick wall

800

800 W

71 90 SH

AFT

80 0

0 80

WID

NS 50m IO m N JO IN

FOR STAIRCASE-3A .75M 2 DETAILS REFER

6300

EX ALUMINUM PARTITION

1390

9450 770

200

S-Z MD-03

860

5 76

1200

860

20 0

76 5

20 0

1210

10 39

RID OR

G DIN DN LVL LAN MID .20MUP 25 FFL:+

12.3W5 75

W6 W5

12.3

200mm thick Brick wall

ALUMINUM PARTITION

W6 W5

ALUMINUM PARTITION

12.375 200mm thick Brick wall

W6 W5

W5 W6

INT

12.375

50 EXPANS mm ION JO 22

200mm thick Brick wall

222.75

200mm thick Brick wall

12.375

50mm INT ION JO EXPANS

10F(+40.95M)

[A] BUILTUP AREA

[B] OTHER *

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

[A+B] [A+B] FLOOR SBUA (SQ.M.) SBUA (SQ.FT.) HT.

75085.75 54209.63 70970.81 71219.58 63057.47 63778.39 62978.60 60651.86 61304.56 61468.87

4.50 4.05 4.05 4.05 4.05 4.50 3.60 4.50 3.60 4.05

5590.72

60156.15

4.05

0.00 STATEMENT 65509.45 65509.45REFUGE AREA

704881.68

S.NO

DESCRIPTION

OCCUPANT LOAD (SQM)

1 2

6th & 7th FLOOR 10th FLOOR

2778.700

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72

REFUGE AREA REFUGE AREA PROVIDED REQUIRED (SQM) (SQM)

834.000

870.44 Provided in terrace

SCHEDULE OF SPECIFICATIONS

D6W.C AC T SHAF

1485

2900

75 0

W.C

MD-03

260

305

94 50

P.H.C TOILET

20 0

10 10

200mm thick Brick wall

S-Y

FIRE SHA FT

480

875

865

435

640 555

56 0

T AF

10 00

90 0 70 0

87 00

W.C W.C

W.C

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M) TOTAL

2055 KING DRIN ER WAT

D6 W.C

LADIES TOILET

S.S. RAILING UPTO 1200mm HT

TD1

D6 GENTS D6TOILET

AREA STATEMENT (sqm): FLOOR

20 0

W.C

PLUMBING SHAFT

W.C 75 25 6

AFT AC SH 1805

E T FIR T AF SHAF LIFT city- SH Capanos 10

STAFF500 1 TOILET

1485

REFRESHMENT AREA 65.22 SQM/702.02SFT

CUT-OUT

1690

2055 DRIN KI WAT NG ER

AFT

E E-3B FIR RCAS 0 STAI WER15 0 TO 30 Riser d 03 Trea ts LVL Fligh 0M +24.3 FFL:

T SHAF LIFT cityCapanos 24

FIRE SHAFT

10 10

AC SH

1795 795 . ELEC OM TD1 L RO PANE mx3.0m 2.40 2460

PANEELEC. 2.40 L ROOM mx3. 0m 2460

G DIN LVL LAN MID .00M 27 FFL:+

1995

10 25

V2 875 305

R CO

3095

870

555

IDE

5M 2.7

640

435

870

O RID

TD1

0 77

560

860

1370

1210

23 50

SC-3A SD-01

800 TD1

FIR SHAFE LIFT SH T Capa AFT 10nocitys

600

975

1780

485

6300

ALUMINUM PARTITION

DETAILS REFER

200mm thick Brick wall

OFOR R STAIRCASE-3A

RID

0 20

1635

1240

R..C.C JALI From 2.1m Ht. to Bottom of the beam

270

1390

MID FFL:+ LADN NDI N 25 .20M G LVL

870

555 1075

WID

305

1990

6 W

.3 7

V2 V2

480

LIFT CapaSHAFT cit 24no ys

1075

SHAFT

435

50 18

TB-2 TD-02

107 555

CAPACITY :80 1075

860

AC SHAF T

1635

3095

STAI RCFIRE Riser TO ASE-3 ER A Tread W15 0 Fligh 300 ts FFL: +24.3 03 0M LVL

2.7 12

1240

770

5 W

P EX

59 0 D6

875

CLASSROOM

CAPACITY :80

STAFF TOILET 2

870

LADIES 75 TOILET 0

CLASSROOM

V2 305

MID FFL:+ LAN DIN 27 .00M G LVL

W.C

CAPACITY :80 V2

640 555

435

RID

P.H.C TOILET

75 10

CLASSROOM

745

CO R

W.C

IDE

CAPACITY :80

W.C

56 0

W.C

PLUMBING SHAFT

CLASSROOM

W.C

2.7

SH AF

0 TOILET FOR 15 5DETAILS REFER

5 07

REFRESHMENT AREA 53.75 SQM/ 578.56 SFT

1200

AFT

.37

GENTS D6 TOILETD 6 17W.C 50

200mm thick Brick wall

10 75

60 0

FIRE SHAFT

W.C

ALUMINUM PARTITION

R..C.C JALI From 2.1m Ht. to Bottom of the beam

W.C

FACULTY CABINS 95 0

20 52

5 94

ALUMINUM PARTITION

0 80

30 25

0 61

66 15 FOR TOILET DETAILS REFER 7 45 36 TB-1 5 85 TD-01

IN mm JO 50 ION S AN

1075

V2 220

435 40 12

200mm thick Brick wall

CUT-OUT

W1 W2

INTERN'S LEARNING: 1. DETAILS AND SPECIFICATIONS OF STRUCTURE 2. FIXING OF RAILING DETAILS 3. RAMP RATIO AND DETAILS.

S.S. RAILING UPTO 1200mm HT

W1 W2

REFUGE AREA

MD 02

200

V2 15 00

D3 V2

85 71

200mm thick Brick wall

ALUMINUM PARTITION

200

W1 W2

REFRESHMENT AREA 55.77 SQM/ 600.30 SFT

1010

00 12

5 30

REFUGE AREA

1210

1010

STAIRC ASE-2B Riser 150 Tread Flights 300 2 FFL: +2 4.30M LVL

MD-02

2 ALUMINUM PARTITION

1220

0 0 64 56

W W

12 35

W 1

11 S-Y 3 D-0 M

REFUGE AREA

1 W

D3 43

0 90

75 95

W 2

2 W

200mm thick Brick wall

3905

3905 3905

DRAWING BLOWN UP DETAILS OF CB INTERN'S SCOPE OF WORK & CONTRIBUTION: 1. WORKING DRAWING BLOWN UP DETAILS OF CB

76 5

565

CAPACITY :80 W

ALUMINUM PARTITION

12.3

S-X

745

20 0

CLASSROOM 1 W

CAPACITY :80

13 75

5 640

CLASSROOM

200mm thick Brick wall

EX PA 5 NS 0m IO m N JO W 1 IN T

0 56

7 13

CUT-OUT

T IN O mm J 50 ION NS

0 20

2000

W 1

1 W

S.S. RAILING UPTO 1200mm HT

MID LAN DING FFL:+2 6.70M LVL

4115

V2 1

5 56

75 10

5 76

ALUMINUM PARTITION

W 1

200

1010

94 5

100

MID LANDING

860

50 94

435

800

2350

640

FFL:+25.20M LVL

855 5 55

1010

800

200

FACULTY CABINS

CAPACITY :80

ALUMINUM PARTITION

300

12.375

E-2A RCAS R A STAI FOR ILS REFE SC-2 2 SD-0 DETA

150 300 03 FFL: +24.30M LVL

MID LAN DING FFL:+2 6.40M LVL

CLASSROOM

MD-0

4635

S-X

DING LAN MID LVL 6.40M FFL:+2

880

865

200mm thick Brick wall

MEETING ROOM

Riser Tread Flights

CUT-OUT

W5 LAN MID LVL 6.70M FFL:+2

1635 1240

CLASSROOM CAPACITY :80

ALUMINUM PARTITION

3095

ASE-2A STAIRC 150 Riser 300 Tread 2 Flights LVL 4.30M FFL: +2

DING

650 1060 SHAFT TD

AC SHAFT

2.75M WIDE

1235

3095

CUT-OUT

CAPACITY :80D3 1200

1635

MD-

MID LANDING FFL:+27.00M LVL

12.375

CLASSROOM

STAIRCASE-1B

V2 V2

1200

860 555

475

AILS LIFT-1 DET FORS.S. RAILING LD-1 REFER 1200mm HT UPTO 02

1260

RRIDOR WIDE CO

FT FIRE SHA

FT LIFT SHA os Cpcty-10n

RRIDOR WIDE CO

FT LIFT SHA os Cpcty-24n

2.75M

W6 ALUMINUM PARTITION

LVL

CAPACITY :80

305

FFL: +24.30M

2.75M

12.375

MID LANDING

1075 560

W6 STAIRCASE-1A 150 Riser 300 Tread 03 Flights

FFL:+25.20M LVL

CLASSROOM

860

765

200 W1

HOD CABINS

SHAFT TD

12.00 3.00

200

AC SHAFT

600

12.375

VIT - CENTRAL BLOCK

1550

800

600

760SHAFT TD

965

1450

MID LANDING

600

FFL:+27.00M LVL

ALUMINUM PARTITION

200mm thick Brick wall

12.00 3.00

60 0

970

SC-1A SD-01

1260

100

12.00

36.00 12.00 6.00

3.00

1450

FOR STAIRCASE-01 DETAILS REFER 800

SHAFT TD

600

1550

650

600

Storag

3.00

Side Table

12.00

Side Table

36.00 12.00 6.00

Storage

R.C.C deep pile foundations with pile cap Foundation Super Structure R.C.C. columns with AAC Block partition walls,PTslabs &R.C.Cbeams. a) Ceiling plastering - 12MM b) Internal plastering - 15MM c) External plastering - 18MM Finishes d) Internal wall smooth finish over premier Acrylic emulsion. e) External wall partial texture- Apex emulsion paint and partial a) Class rooms ground floor- PCC, RCC-Waist slab-C.C steps and Hard crete finish. b) Stage- Brickwork (Ground Floor). c) Civil, Mechanical labs - (G.F) Hard Crete flooring. d) Chemistry lab - Acid resistance tiles of Johnson "ENDURA" e) Ground floor - Entrance landing polished granite. f) Front landscape - Gray Pavers. g) Rear side entrance - C.C pavers Flooring h) All Corridors- Double charged matt finish Vitrified tiles i) All rooms - Double charged polished Vitrified tiles j) Staircase - Polished granite with Anti-skid strip k) Class room - Second floor, Sixth & Eighth Floor- wooden flooring l) Toilet - Anti- skid, dado - 2.10mts. Glazed tiles m) Computer Labs - Polished Vitrified flooring n) E- clinics - Matt finish Vitrified flooring o) Hall of Frame - Matt finish Vitrified flooring. a) Doors - MT Teakwood wood frame with Laminated flush shutter with vision panel for class room doors other area normal shutters. b) Windows - Aluminium sliding shutters with two track and M.S. grills c) Structural glazing - Aluminium frame, tinted glass - sliding windows Joinery d) Toilet Ventilators - Aluminium louvered e) Toilet door - M.T. wood frame green lam flush shutter with both side PU coating. f) Fire doors - Shakti meta doors for refuse areas and fire towers. Staircase Railing 1.20 Mts high S.S Railing Water proofing Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating

S-Z KEY PLAN

MD-03

SIXTH FLOOR PLAN(@ 25.2M LVL

SCALE 1:500

150

FFL-6.F +28.8M

7th FLOOR LVL.

RCC slab and beam as per specification 15mm thk internal plastering

100mm thk gypsum partition wall of height 1800mm 200mm thk brick wall 100mm thick brick parapet wall upto height of 750mm 10mm thk vitrified floor tile of size 600x600mm 20mm thk cement mortar screed of 1:4 ratio

SECTION @ X SCALE 1:100

SHAFT TD

CLASSROOM

FFL-6.F +25.20M

FIRM DETAIL:

False ceiling as per specs. 4350 4500

Trap door (TD)

FACULTY CABINS

AUTHORIZED SIGNATORY & SEAL :

2.55m WIDE CORRIDOR RAMP 2.90m WIDE CORRIDOR

STAGE

150

SS Railing upto1200mm above 750mm ht brick parapet

PROJECT PROPOSED CENTRAL BLOCK OF VIT, AP

FFL-6.F +24.30M

6th FLOOR LVL.

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT

840 100

7th FLOOR LVL.

FACULTY CABINS

DT-02 SE-02

CLASSROOM

2.75m WIDE CORRIDOR

D3 900

20mm thk cement mortar screed of 1:4 ratio

2180

FFL-6.F +25.20M

REFRESHMENT AREA

DRAWING BLOWN UP DETAILS OF CB INTERN'S SCOPE OF WORK & CONTRIBUTION: 1. WORKING DRAWING BLOWN UP DETAILS OF CB INTERN'S LEARNING: 1. DETAILS AND SPECIFICATIONS OF STRUCTURE 2. FIXING OF RAILING DETAILS 3. RAMP RATIO AND DETAILS.

600 4500

1200

RCC slab and beam as per specification 15mm thk internal plastering SS Railing upto1200mm above 750mm ht brick parapet 100mm thick brick parapet wall upto height of 750mm Trap door (TD) 10mm thk vitrified floor tile of size 600x600mm

780

FFL-6.F +28.8M

FFL-6.F +24.30M

2.9m WIDE CORRIDOR

AREA STATEMENT (sqm):

6th FLOOR LVL.

FLOOR

G (0.0M) 1F (+4.50M) 2F (+8.55) 3F (+12.60M) 4F(+16.65M) 5F(+20.70M) 6F(+25.20M) 7F(+28.80M) 8F(+33.30M) 9F(+36.90M)

SECTION @Y SCALE 1:100

10F(+40.95M)

FFL-6.F +28.8M 7th FLOOR LVL. RCC slab and beam as per specification

1200 2.58m WIDE CORRIDOR

SE-02

REFRESHMENT AREA

10mm thk vitrified floor tile of size 600x600mm 20mm thk cement mortar screed of 1:4 ratio

2.75m WIDE CORRIDOR

SECTION @ Z SCALE 1:100

FFL-6.F +24.30M

6th FLOOR LVL.

TOTAL

[A] BUILTUP AREA

[B] OTHER *

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72 5590.72

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

[A+B] [A+B] FLOOR SBUA (SQ.M.) SBUA (SQ.FT.) HT.

75085.75 54209.63 70970.81 71219.58 63057.47 63778.39 62978.60 60651.86 61304.56 61468.87

4.50 4.05 4.05 4.05 4.05 4.50 3.60 4.50 3.60 4.05

5590.72

60156.15

4.05

0.00 STATEMENT 65509.45 65509.45REFUGE AREA

704881.68

S.NO

DESCRIPTION

OCCUPANT LOAD (SQM)

1 2

6th & 7th FLOOR 10th FLOOR

2778.700

6978.23 5038.07 6595.80 6618.92 5860.36 5927.36 5853.03 5636.79 5697.45 5712.72

REFUGE AREA REFUGE AREA PROVIDED REQUIRED (SQM) (SQM)

834.000

870.44 Provided in terrace

SCHEDULE OF SPECIFICATIONS

450

Water proofing Terrace-Brick bat/concrete screed over "sunanda" Flexi roof PU coating

75 100

CC Grouting 100x100x150mm

30 mm thk external plaster

12 mm thk internal plastering

750

150

RCC Wall upto +0.75m

KEY PLAN

230

18 mm thk granite top

10mm thk vitified floor tile

PROJECT PROPOSED CENTRAL BLOCK OF VIT, AP

FIRM DETAIL:

0.6x1.2m beam

AUTHORIZED SIGNATORY & SEAL : 1200

DT-02

900

FFL-6.F +25.20M

4500

CLASSROOM

900

100mm thk gypsum partition wall of height 1800mm

FACULTY CABINS 1800

100mm thick brick parapet wall upto height of 750mm

3600

15mm thk internal plastering SS Railing upto 1200mm above 750mm ht from parapet

MD 03

VIT - CENTRAL BLOCK

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :9TH PH.NO. :9442478781 INSTITUTIONAL SEAL : DT-02 SE-02

CORRIDOR PARAPET DETAIL 1:25

HEADQUARTERS WATER RESOURCES DEPARTMENT, VIJAYAWADA

PROPOSED PARKING â&#x20AC;&#x201C; 33% TOTAL BUA TOTAL AREA : 2723 SQ.M (FOR PROPOSED BLOCK-A, B, C, D) AREA FOR BLOCK-A -185.3 SQ.M NO. OF CAR PARKING:12-15 ONLY FOR BLOCK A PROPOSED MAIN ENTRY AND EXIT PROPOSED STP & UG SUMP PROPOSED IRRIGATION DEPT. BLOCK-A

PROJECT NAME

- IRRIGATION DEPARTMENT BLOCK -A LOCATION - ADJACENT TO CM CAMP OFFICE,VIJAYAWADA CLIENT NAME - IRRIGATION HEADQUATERS, VIJAYAWADA, AP TYPOLOGY - OFFICE BUILDING TOTAL SITE AREA - 24974.85 SQ.M PROPSED BUILDING -BLOCK-A TOTAL BUILT UP AREA - 6114.95 SQ.M (65820 SQ.FT) TOTAL PLOT AREA -2667 SQ.M NO.OF USERS COST OF CONSTRUCTION - 23 CRORE CONSTRUCTION PROGRESS - (STRUCTURAL PART IS CONSTRUCTED) ELEVATIONS & INTERIORS PART DONE BY THIS FIRM.

BLOCK-A GROUND FLOOR PLAN NORTH SIDE ELEVATION

WEST SIDE ELEVATION

PART PLAN DT-01

PART PLAN DT-02

VIEW OF BLOCK -A

PROJECT NAME : KENDRA VIDYALAYA SCHOOL LOCATION: CHICKMANGALURU, KARANATAKA CLIENT :KENDRA VIDYALAYA SANGATHAN CONTRUCTION AGENCY: NATIONAL PROJECTS CONSTRUCTION CORPORATION LIMITED SITE AREA: 40470 SQ.M (10 ACRES) TOTAL SITE AREA: 4547 SQ.M

KEY PLAN OF MASTER PLAN

GROUND FLOOR PLAN

NORTH SIDE ELEVATION

TYPICAL EAST AND WEST SIDE ELEVATION

FIRST FLOOR PLAN

FRONT SIDE ELEVATION

TYPE-II

SIDE ELEVATION

FRONT SIDE ELEVATION

TYPE- III

REAR SIDE ELEVATION

PROJECT NAME:

BDL (BHARAT DYNAMICS LIMITED) ACCESS & LOCATION OF THE PROJECT: IBRAHIMPATINAM, HYDERABAD AROUND 6KM FROM BONGLOOR, NEHRU OUTER RING ROAD

S.NO. 1 2 3 4 5 6 7 8

SITE AREA & TOPOGRAPHY: 650 ACRES CONTOUR LAND CLIENT: BHART DYNAMIC LIMITED 9 ARCHITECTS: ADMIN BLOCK MURTY &MANYAM ARCHITECTS & ENGINEERS

ESTIMATION OF INFRA. AT IBP MRSAM NAME OF THE BUILDING ESTIMATED IN SQM PLANNED IN SQM ADMIN (2FLOORS) 2000 2877.29 SECURITY SETUP (50 STAFF) 1000 1332.15 SUB STATION-I 300 500 UG TANK 16 L Liters 16 L Liters OHT-2 5 L Liters 6 L Liters PUMP HOUSE 200 50 SECURITY OFFICE 700 1972.67 WATCH TOWERS-7 NOS. 252 884.4 (15 NOS.) EXPLOSIVE STORAGE (For 50 AKASH PLINTH AREA-2897.05 2000 OPEN AREA-496.23 Configuration)

CONSTRUCTION PERIOD: PHASE-1 COMPLETION STAGE EXISTING BUILDING: STATIC TEST FACILITY STF

1. DETAILLED STUDY OF THE PROJECT ALONG WITH SITE ENGINEER CONSULTANT. 2. MINUTES OF PRESENTATION. 1. UNDERSTANDING THE SCALE OF PROJECT. 2. UNDERSTANDING THE RULES AND REGULATION, AREA REQUIREMENTS REQUIRED FOR DIFFERENT TYPOLOGY OF BUILDING. 3. LEARNT DIFFERENT MATERIALS FOR ROOFING AND FLOORING USED IN THIS PRPJECT. 4. DIFFERENT TYPE OF CONSTRUCTION DETAILS.

CISF QUARTERS SECURITY ADMIN STORAGE CUBICLES &AHU WATCH TOWER OVER HEAD WATER TANK SUBSTAION

GROUND FLOOR PLAN GROUND FLOOR(1501.72 SQM) B.U.A- 2877.29 SQM

BRIDGE

PROJECT DESCRIPITION: • •

BHARAT DYNAMICS LIMITED (BDL), A GOVERNMENT PROJECT OF INDIA COMES UNDER THE MINISTRY OF DEFENCE ESTABLISHED FOR MANUFACTURING BASE FOR GUIDED MISSILES AND DEFENCE EQUIPMENT AND STORAGE FOR MISSILES. • •

22M WIDE GATE ELEVATION OF GATE COMPLEX INDICATES THE SYMBOL OF BDL.

ADMIN BLOCK

GROUND FLOOR AREA – 363.10 SQ.MTS TERRACE FLOOR AREA- 371.9 SQ.MTS TOTAL B.U.A – 735 SQ.MTS GATE COMPLEX

• HAS TWO ENTRANCES – EAST SIDE FOR VIP ENTRANCES & WEST SIDE FOR LABOURERS SUBSTATION

FIRST FLOOR PLAN FIRST FLOOR(1375.57 SQM) B.U.A- 2877.29 SQM SPECIFICATION & SERVICES: • RACE PHASE SUPPLY OF CURRENT FOR THE PROJECTORS. ROOM, ELECTRICAL • PANEL ROOM, LIFT SHOULD BE PLANNED IN THE CENTRE FOR EQUAL DISTRIBUTUON OF CURRENT. • TRENCHES SHOULD BE PROVIDE UNDERGROUND FOR ELECTRICAL ROOMS LAMINATED PARTICLE • THIN BOARD KEPT AT HEIGHT OF 1.5M FRM FFL FOR PLACING SWITCH BOARD. • SUBSTATION SHOULD BE KEPT IN HIGHER CONTOUR/LEVELS THAN OTHER BUILDINGS, IT GETS EASIER FOR CONSTRUCTION. • ROOF HEIGHT AND OPENING HEIGHT MUST BE HEIGHER (MORE THAN THE HIGHTEST EQUIPMENT. • TO AVOID SHOCK, EARTHING SHOULD BE PROVIDED.

KEY PLAN

ROAD/SERVICES

PROJECT NAME:

BDL (BHARAT DYNAMICS LIMITED)

STORAGE CUBICLES

1. DETAILLED STUDY OF THE PROJECT ALONG WITH SITE ENGINEER CONSULTANT. 2. MINUTES OF PRESENTATION.

WATCH TOWERS- 13 NOS. SAND FILLING DONE ON EITHER SIDES TO PROTECT THE SURROUNDINGS FROM ANY EXPLOSIONS. BARRACK ACCOMODATION

OVER HEAD TANK

SAND FILLING DONE IN BETWEEN CUBICLE SPACES FOR PROTECTION IN CASE OF EXPLOSION OF MISSILE.

1. UNDERSTANDING THE SCALE OF PROJECT. 2. UNDERSTANDING THE RULES AND REGULATION, AREA REQUIREMENTS REQUIRED FOR DIFFERENT TYPOLOGY OF BUILDING. 3. LEARNT DIFFERENT MATERIALS FOR ROOFING AND FLOORING USED IN THIS PRPJECT. 4. DIFFERENT TYPE OF CONSTRUCTION DETAILS.

GROUND FLOOR PLAN • 18 CUBICLE • EXIT ROUTES ARE PLACED IN CROOKED PATHWAY FOR EASY ESCAPE FROM ANY MISSILE ATTACK. • VDF(VACCUM DEVATED FLOORING)

BRIDGE

STATIC TEST FACILITY

STATIC TEST : • MISSILES ARE CARRIED IN A CRANE AND PLACED IN HORIZONTAL POSITION AND FIRED. STRIKES THE • MISSILE TRAVERSE WALL FOR STATIC TEST.

KEY PLAN

FIRST FLOOR PLAN

AHU 1& 2

LAYERS OF ROAD

ROAD SECTIONS

CHILLER PLANTS LIGHTINING ARRESTER ARE KEPT ON THE ROOF TO RESIST FROM LIGHTINING.

PROJECT NAME: PAVANA HEOGHTS LOCATION: SAIDABAD, HYDERABAD, TELAGANA CLIENT: GET SOLUTIONS &INFRASTRUCTURES PVT.LTD TOTAL SITE AREA: 20077 SQ.M

FRONT ELEVATIONOF GATEWAY – PAVANA HEIGHTS

VIEW OF GATEWAY – PAVANA HEIGHTS

PROJECT NAME: PAVANA HEOGHTS

LOCATION: CLIENT: TOTAL SITE AREA: CHILDREN PLAY AREA

SAIDABAD, HYDERABAD, TELAGAN GET SOLUTIONS &INFRASTRUCTURES PVT.LTD 20077 SQ.M

SEATING AREA BATMITON COURT SEATING AREA

JOGGING TRACK

COMMUNITY GATHERING AREA

OUTDOOR GYM AREA

SEATING AREA

VIEW OF COVERED SEATING SPACES WITH ERGOLA SHADED SEATING AREA

COMMUNITY / GATEHRING SPACES

JOGGING TRACK

KIDS PLAY AREA TOT LOT AREA: ZONE A -1132.51 SQ.M ZONE B – 252.97 SQ.M ZONE C – 147.52 SQ.M CHILDREN PARK

VIEW FROM BALCONY

KIDS PLAY AREA

VIEW FROM SEATING AREAA

KIDS PLAY AREA

KENDRIYA VIDYALAYA SANGATHAN SCHOOL LOCATION - NIZAMABAD,TELENGANA CLIENT NAME - KENDRIYA VIDYALAYA SANGATHAN TYPOLOGY - EDUCATIONAL BUILDING TOTAL SITE AREA - 10 ACRES (41859SQ.M) PROPSED BUILDING - SCHOOL, STAFF QUARTERS, MULTIPURPOSE HALL TOTAL BUILT UP AREA - 4361 SQ.M (450566SQ.FT) NO.OF USERS - STUDENTS – 960 576 BOYS,384 GIRLS (60:40 RATIO) STAFF-30 CONSTRUCTION PROGRESS – NOT STARTED CONSTRUCTION COST – 2500/SQ.FT OF BUILT UP AREA

PROPOSED STAFF QUARTERS (TYPE 2,3,5) MAIN ENTRY AND EXIT PROPOSED 3.5M WIDE INTERNAL ROADS PROPOSED PARKING FOR VISITORS & CYCLE SHED FOR STUDENTS. TOTAL AREA : 213SQ.M CANTEEN PROPOSED 6M WIDE INTERNAL ROADS PROPOSED MULTIPORPOSE HALL

1.TO DO ALL WORKING DRAWINGS. A. PLANS, SECTIONS & ELEVATION B. STAIRCASE DETAIL C. TOILET DETAIL D. RAMP DETAIL E. RAILING SETAIL F. TYPICAL CLASSROOM DETAIL G. ELEVATION PROFILE SECTION H. JOINERY DETAILS I.

1.UNDERSTANDING THE PROJECT REQUIREMENTS. 2.LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) 3.UNDERSTANDING THE ZONING AND AREA STATEMENTS 4.CONSTRUCTION DETAILS.

5.WORKED ON ALL SITE DRAWINGS (WORKING DRAWINGS)

PROPOSED SCHOOL BUILDING. CONSTRUCTION – NOT STARTED. SEPTIC TANK

TOT LOT AREA RAIN WATER HARVESTING TANK

SUBJECT

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

DRAWING S1 AR

230

INTERN'S SCOPE OF WORK & CONTRIBUTION 230

230 1200

1200

300

3845

1200 1270

1200

380

1200 1530

315

1500

900

3300

1.00 m line a wide Pli nth p s per rotec deta tion il

1960

1800 5200

39775

1960

230m m AC wall as pe C brick r spe c.

230 1200 6930 990 1200

380 5270

1960

100m m th k proje ction . wall .

230 1200 1500

380 1200 7000 910 1200

380

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the actual areas of rafts, slab areas etc

FLOOR

1960

TYPE

5270

1.00 m line a wide Pli nth p s per rotec deta tion il

1.5m 1.2m 1.5m 0.6m -

AD RO MA IN

20M

26.

TRIP b

19.93M

42M 10.

ENS

TR IP EE NS

FFL 323.50 Lvl

FGL 323.00 Lvl

FRL 323.00 Lvl

TOT-LOT-2 372.57 Sq.M. 0.89%)

3M 42.9

EN EX T IT

FFL 323.50 Lvl

FRL 323.00 Lvl

FFL 323.50 Lvl

GARAGE

FRL 323.00 Lvl

32.8

PARKING AREA

21.81M

FGL 322.50 Lvl

15 A

FGL 320.00 Lvl

WAY AL DRIVE

FFL 320.50 Lvl

PROPOSED MULTIPURPOSE HALL

INTERN

FGL 319.00 Lvl

46M MA IN

64.

6M WIDE

FGL 320.00 Lvl

FFL 320.50 Lvl

2.0M WIDE GREENSTRIP

FGL 320.00 Lvl

17PHC

FGL 320.00 Lvl

PARKING

L BLO PRO FFL (PH POSED320.50 ASE Lvl -1) SCHOO

WID 6M

1 8

53.19M

WA IVE ERN

FLAGPOST STAGE

E INT

2.0M WIDE GREENSTRIP

FRL 320.00 Lvl

34.40M

ASSEMBLY AREA 47.30M

FGL 320.00 Lvl

FFL 320.50 Lvl

FGL 320.00 Lvl

TOT-LOT-1 3825.26 Sq.M. (9.14%)

14.25M

AREA RY PLAY

FGL 318.00 Lvl

7.9

5 FGL 318.00 Lvl

PRIMA

STR EEN E GR 34.33M

M WID

2.0

24.31M

FGL 316.50 Lvl

40.83M b

H 7M

38.2

GREEN

10.99M

3.83 M

2.0M WIDE

ROAD

25.43M

4.83M

STRIP

40.82M

b b

MAIN

PROJECT KENDRIYA VIDYALAYA SANGATHAN SCHOOL,NIZAMABAD-TELENGANA b

2.0M

WIDE

NSTRI GREE

14.73M

2.38M

24.07M

18.92M

GI Sheet as per specs.

FIRM DETAIL: 230mm thk. parapet wall as per specs.

SOC SCI/GEO RESOURCES (PRIMARY)

CLASS ROOM

ART ROOM 575

CORRIDOR Expansion joint

RCC Slab & beam as per as per strl. detail.

230mm thk. ACC block wall as per specs.

230mm thk Brick wall

2100

TREAD-300MM

20mm Thk Kota stone flooring.

RISER-150MM

TEACHERS ROOM

CHEMISTRY LAB

CORRIDOR

RCC beam and slab as per strl. Detail

230mm thk. ACC block wall as per specs.

MS Railing 1.2m high

3475

230mm thk. ACC block wall as per specs.

RCC waist slab as per strl. detail

AUTHORIZED SIGNATORY & SEAL :

20mm Thk Kota stone flooring.

3025

750

575 3025

230mm thk Brick wall

RISER-150MM

1500

SOC SCI/GEO RESOURCES (SECONDARY)

Columns for future expansion

230mm thk. ACC block wall as per specs.

MS Railing 1.2m high

TREAD-300MM

CLASS ROOM 1500

230mm thk. ACC block wall as per specs.

600

SUPW

Expansion joint RCC Slab & beam as per as per strl. detail.

CLASS ROOM RCC Slab & beam as per as per strl. detail.

230mm thk. ACC block wall as per specs.

1500

2850

CLASS ROOM RCC Slab & beam as per as per strl. detail.

230mm thk. ACC block wall as per specs.

RCC Slab & beam as per as per strl. detail.

2850

1500

230mm thk. ACC block wall as per specs.

1500 600

230mm thk. ACC block wall as per specs.

2850

RCC Slab & beam as per as per strl. detail.

750

1200 575

230mm thk. ACC block wall as per specs.

3025

3600

1200 900

7200

CLASS ROOM

575 925 3600

2100 FGL

RCC Slab & beam as per as per strl. detail.

750

1200

230mm thk. ACC block wall as per specs.

COMPUTER LAB

Plinth Beam as per strl. Detail

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781

600

GROUND FLOOR

230mm thk. parapet wall as per specs.

Waterproofing as per specs.

925

TERRACE FLOOR +7.20m

575

PARAPET +8.40m

FIRST FLOOR +3.60m

Coping to detail (Typ.

INSTITUTIONAL SEAL :

SECTION @S1 1:150

WORKING DRAWING

RO IN

AD MA

STAIRCASE HEADROOM

2 4 75 12 1 45 8 4 103 12 28 142 6

WID

E GRE

2.0M WIDE GREENSTRIP

950

46.72

2.0M FFL 323.50 Lvl

53.39M

NTS

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

b b

600

SIZE(WxH) SILL Ht. QTY.

DESCRIPTION

MD MAIN DOOR Double shutter door MD1 MAIN DOOR1 Double shutter door DOOR D1 Double shutter Main Door Single shutter Door D2 DOOR Single shutter Door D3 DOOR Single shutter Door D4 TOILET DOOR Single shutter Door D5 TOILET DOOR Single shutter Door D6 PHC DOOR V1 VENTILATOR Ventilator V2 VENTILATOR Ventilator V3 VENTILATOR Ventilator W1 WINDOW Casement Windows FW WINDOW Fixed Window

2.0 M

1500

380

MS lo per d uvers as etail

1500

600

3.60 3.60 0.00

350

4890

1200

750 100

600

2459.59 2019.10 0.00 4478.69

TILE DROP

600

550

350 550

1500

TILE DROP

750

100

117.00 0.00 0.00 117.00

SCHEDULE OF OPENINGS NAME

700

1200

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

7000 910

1200 1500

4890

[A]BUILTUP AREA [B]OTHER * [A+B]SBUA FLOOR HT.

1200

230

5595

450

80 600 450

1730 3310

Expa n strl. d sion join t as p etails er

230 1200 1500 3530 380 230 1200

700

380 1500 TILE DROP

TILE DROP

350

1200

GROUND FLOOR PLAN

100 1200

530

750

1500

TILE UP

600

700

100

TILE DROP

750

JANITO R 1.2mx1 .5m

530

1800 11580

1200

350

TILE UP

600

750

550 950

PLU MB SHAFTING 1.0X 1.8M

D4 350

8060

700

UNDERSTANDING THE PROJECT REQUIREMENTS. WORKED ON SITE DRAWINGS (WORKING DRAWINGS) LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) TERRACE PLAN DETAILS.

600

BAT 1.2mx1 H .5m

100

950

1500

TILE DROP

EA EQ

4430

600

1500

470

300

600

1200

750

1200

600

1. 2.

1 SEC

1500 600

PHC. 2.40m TOILET X1.80m

7000

600

350

2400

URINA LS 600

TILE UP

550

TILE DROP

750 100

1500

750

URINA 600 LS

V3 8060

TILE DROP

350

300

WASH AR

1200

230 950

1500

550 TILE DROP

1500

BAT 1.2mx1 H .5m

1200

1845

600

INTERN'S LEARNING:

950

HAND

600

LS URINA

W1 700

600

1960

1500

380 1200 7070 910 1200

230

300 230

230 230 950 TILE DROP

750 100

550

1965

4660

AR S1

750

TILE DROP

350

V2 750

100

470

BOY S 7.60 TOILET mX4 .80m

380 230

1200

230 1000 230 1000 1200 1470 1200

300 1000

230 230 300 300 1600 550

4430

750

1200

1800

1625

1000

G-1 ANDIN

900

300 300

230

1000 1000

300 1200 1470 1200

300

R RIDO COR IDE 2.40 MW 1000 1200

510 510 1200 1000 230

230 1000

300

10 1050 0

1000

D4 350

JANITO 1.2mx1 R .5m

1955

700

100

650

2170

750

100

745

600

350

1600

2400

600

350

7000

1625

2400

1200

MID-L

230

230 1000 1200 1470

1200

1200 1470 1200

300 230 1000 1000

500 1200 1070 1200

300 230 1200 230 1200 1200

1200

300

2000

GIRL S 7.00 TOILET mX4 .80m

1000

975

W1 700

5340

215 1200

1000 1470 1200

300 230 1000

230

11 12

600

750

2.40

300 1000

1200

975

600 1200

310

9 10

600

100

1725

TILE UP

16 15 14 13

700

600 450

150

7000

600

AREA

800

25.9

1500 TOIL 1.5m ET X1.5 m

1730

580

WASH

950

1500

600

800

100

TILE DROP TILE DROP

H BAT .5m 1.2mx1

HAND

450

IDE CO

1200

1180

1200

450 1200

8160

HEA D 7.00 MATER mX3 .53m

150

RRID O

540

1000

8160

7000

1000 230

1200

600

2200

1500 1200

1500

230

1070 1000 500

1200

380 1200 1210 10600

7140

1 SEC URINA

TILE DROP

600 600

7000

MAT H 7.00 S LAB mX7 .00m

145

7000

600 600

100 1500

1500

4890

100

230

1200

380

ACT IVITY R 7.00 mx10 OOM .60m

18 17

41.93M

1200

750

100

25.31M

600

100

750

350 750

350

CLA SS 7.00 ROOM-7 mX7 .07m

CLA SS 7.00 ROOM-8 mX6 .93m

7000

230

2060

1845

100

7600

21 20 19

7000

P 7.00 ET mX7 .0

MED 7.00 ICAL mX3 .31m

1470

300 1200

3010

3300

5735 1500

1960

16795

STAIRC ASE Width -TYPE 4 1800 Riser 150 Tread Handr 300 ail Flights ht. 1.2m 2

380

600

TILE UP

24 23 22

1500

9.49M

550

4430

550

ET TOIL BOYS X4.43m 7.60m

35.81M

5.96M

1500

350

1200

380 1500

230

1200

300 1200 1200

300

21 22 23 24

3300

1500

D.W.F

1565

1565 1960

1515

1960

TILE DROP

1200 365

TILE DROP

700

700 600

ASE Width -TYPE 2 1500 Riser 150 Tread Handr 300 ail Flights ht. 1.2m 2

S2 AR

TILE DROP

1200

TILE DROP

D.W.F

450

100

750

600

MS R a detail iling to

16 17 18 19 20

4660

1500

950

350

ailing HT-1 to detail 200 TO S KY C UT O UT

2565

EA SH AR ND WA 800

800

7140

500

300 600

100

1200

1135

310

2400

550

600

745

1000

11 12 13 14 15

5180

715

600

1625

2170

185

470

1000

650

135 150

1200

1800

600

530

975

700

1200

470

600

ING PLUMB SHAFT 8M 1.0X1.

2400

T TOILE PHC. X1.80m 2.40m

800

830

300

V3 530

1150

2400

OPE N

16795

100

1500

950

1500

600 600

975

1000 1625

1200

MS R

+1.06m +1.01m

1210 10600

1000

3255

BAT .5m 1.2mx1

4 5

1200

100

1595

4890

100

1200

300

750

350

D1 FFL +0.0 5m SSL +000 m

380

2000

1200

150

700

1200

1000

100

4430

100

1960

980

1725

ET TOIL GIRLS X4.43m 7.00m

145

750

350

B R LA PUTE COM x10.60m 7.00m

1200

550

7000

745

100

750

1200

1500

350

R RIDO COR

1710

1500

1600

950

s as uver MS lo tail e per d

100

750

WIDE

600

230

1200

350

FFL SSL

600

380

300

2.40M

380

21750

1230

MD1

22350

600

1000

1000 0 23 300

1200 600 600

7000

10690

1875

1875 3300

230

1200

7000 910

AREA450

800

500

1500

700

1500

1200

+2.56m +2.51m

300

1470

380

5270

WASH

11 13 12 15 14

1200

300

230

450

600

FFL SSL

1.8m WIDE RAMP 1:12

226

3010

1000

230

1200

otecti

HAND

17 16

2060

600

YPE 3 ASE-T 1800 STAIRC Width 150 Riser 300 Tread 1.2m ail ht. 2 Handr hts Flig

5735

380

22 24 23

1200

910 7000 2060

7344

to ailing MS R il 18 deta 20 19

150 2680

600

3600

1300 230

1200

1960

OPE

230

1200

445

1365

1565

1565 7860

1200

CUT OUT

600

230 1000

1200

1.8m WIDE RAMP 1:12

COR RIDO R

N TO

E STOR GEN. 7.00m X 7.00m

1200

910 7000 8050

1.8m WIDE RAMP 1:12

1825

IDE

STAF0 900 F D4 T 2.40 OI mX1 2400.43m

1700

1200

7070 910

5595

300 1000

34555 +2.90m +2.85m

+0.72m +0.67m

CLA SS 7.00 ROOM-6 mX7 .00m

230

FFL SSL

7345

T T OU Y CU

1200

910 7000 1325

3210 FFL SSL

(1:12 )

STAIRC

7230

RAM P

3300

380 5270

1435

1825

2050

900

1435

3210

FFL +0.0 5m SSL +000 m

WIDE

7460 UP

1700

330

1315

1330

330 750

230

585

1000

1215

2010

2.10

ailing MS R T-1200 H

7000

380

7070

4560

14760

1355

1365

1200

7000

700

STA F 7.00 F ROOM m X7 .07m

14760

MD1

5180 detail to

600

1960

1020

CLA SS 7.00 ROOM-6 mX7 .00m

230

1230

7000

1200

+0.05m +000m

1200

5335

FFL SSL

1020

5635

700

W1 450 7070

600

6690

1.50m MS R 80 a to de iling tail

380

900

3000

1500

1200

100

750

1435

1365

230

230 1000

OR IDE C

685

1000

NCC mX7 .0

7.00

1500

OF 7.00 FICE m X7 .07m

1500

1470

380

r nth p e Pli m wid detail 1.00 s per line a

ENTRY LOBBY

1000

1665

585

1175

1200 5 21

1200

2.10m WIDE CORRIDOR

RIDO

2.10m

W1 155

1200 155

DOUBLE HEIGHT

685

2060

5m +0.0 m FFL +000 SSL

1200

7000

W1 14760

2200

2680

3420

OM E RO STOR X3.42m 3.42m

910

300

STA D4 TOI m X1.43 2.40m2400

OM L RO CIPA PRIN mX7.07m 7.00

1020

1885

2120

2301000

2420

5335

1200

EXAM m 3.42 7.07X

7070

380

1200

900

1930

1375

2000

900 100

3420

5635

120075 88

840

900

600 FF

1375

7070

1000 100

1690

230

1200

3420

4560

5775

1885

2100

1960

1500

M ROO ANTE 3.50m X 3.42m

1470 7000

1200

W1 1020

1020

155

1430

380

500

230

685

100

1200

230

1020

265

1.5M WID SLOPE E RAMP 1:12

+0.05m +000m

2550

1200

3000

900

230

1200 3420

1020

D4 ET TOIL m x1.5 1.5m 1500

FFL SSL

2680

1500

5270

1200 380 3460

600

1200

490

3080

1200

300

1500

700

225

1200

230 1000

RE . STO GEN 7.07m X 7.00m

600 300

700

3240

1000

230

230 1200 700

14760

1200

B Y LA ISTR CHEM mx8.87m 7.00

230 230

380 1960

as joint nsion Expa l. details tr per s

600

150 300

700

7000

1960

1500

310

930

1000

300

1200

W1 700

600

9815

RAMP WIDE 1.5M OPE 1:12 SL

1000

1200

7000 910

5270

58.90m

RISER TREAD

1200

1470

1200

OM-3 S RO CLAS X7.00m 7.00m

7000

7860

380

300

4930

1200

300

380

230

230 1200

1000

1500

1960

700

C ORE M/ ST ROO HERS PREP m TEAC x3.46 7.00m

230

1200 600

600

700

4600

225 1200

1200

230 300 1000

7000

230

380 7000

700

UP 4600

700

1200

IDOR ORR

1000

300

1200

5270

1200

910 7000

700

C WIDE

1200

6930 990

5200

ll k. wa m th 100m tion. c proje

2.40M

1200

ENTRY

1470

230

34555

380

1200

S2 AR

380

5270

1200

230

700

150 300

1500

910 1960

1500

230

700

9815

1200

300

1500 700

1960

380 3530

1200

RCES ESOU EO R ARY) D SCI/G SOC /SECON 0m .0 (H 7 X 7.00m

OM-2 S RO CLAS X6.93m 7.00m

600

PORTICO

300

1000 300

230

1200

1960

600

450

1200

700

380

700

4070

MD1

380

700

600

230 1000

1000 230

1200 7000

1200

380 5270

1200

230

7000

230

1200 0 30

7070 910

5340

RISE TREA R D

230

-1 NDING MID-LA

5270

1200

1000

1200

M-1 ROO CLASS X7.07m 7.00m

TO DO WORKING DRAWINGS. TO CHECK WITH STANDARDS AND AREA STATEMENTS.

UP LIB 7.00m RARY X14.3 0m

380

500

1470

380

CES

1200

300

230 1500

1960

k C bric m AC c. 230m s per spe a wall

1000

230

900

on otecti

700

R ESOU EO R SCI/G IMARY) (PR 3.53m X m 0 .0 7

SOC

1200

3300

7230

7000

310

2 4 3 6 5 24 23 21 22 19 20 17 18

230

900

5m +0.0 m FFL +000 SSL

PE 1 ASE-TY 0 150 STAIRC Width 150 Riser 300 Tread 1.2m ail ht. 2 Handr hts Flig

230

ilin

MS Ra

1000

de g to

7000

600

700

495

tail

W1 700

1200

1500 8

2880

3300

15 16 13 14

450

1500

1. 2.

7000

910 1200

230

2145

MD1

P (1:1

1.5 1500

r nth p e Pli m wid detail 1.00 s per line a

AM IDE R 0m W

600

1200

1500

1200

2200

6690

10 12 11

1960

600

1960

380 10540

1270

SUPW 54m x10. 7.00m

150 300

700

230 14300

1200

R RISE D TREA

910

300

4070 P

5570

1200

3845

5570

380

230

7460

1200

230

7000

17320

FLOOR PLANS & SECTION

SUBJECT S1 AR

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

DRAWING 230

230

1. 2.

1200

5570

230

380

7000

300

700

1200

1500

2630

230m m TH wall K. Pa wit H=12 h typical rapet railin 00m m g

230 1000

2800

300 23 1000 0

7070 910 1200

380 1200

230

3300

3000

MIDL ANDIN G-2

1500

230

INTERN'S LEARNING: 1. 2. 3.

6930 990

1200

700

1960

1500

380

1470 1200

300

1000

230

300 1200 1470 1200

1200 1200

230

380 1200

1960

1500

700

600

700

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as,

5595

1580

910

7070

5270

910

380

230

1000

1200

300

7000

1200

700

1960

1500

1470

380

600

39775 100m m th proje k ction . wall .

230

1200

300

230 1200

380

UNDERSTANDING THE PROJECT REQUIREMENTS. WORKED ON SITE DRAWINGS (WORKING DRAWINGS) LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) TERRACE PLAN DETAILS.

5200

1200

300 1000 230

230

1000

600

230m m AC wall as pe C brick r spe c.

230

1000

300

R RIDO COR IDE

2.40 MW

1000

1200

Expa n per s sion join t trl. d etails as

5270

4890

AD RO MA IN

20M 26.

19.93M

42M 10.

TR IP EE NS GR DE WI 42.9

2.0 M

7M 32.8

PARKING AREA

WAY

AL DRIVE INTERN

FGL 319.00 Lvl

AD RO

PROPOSED MULTIPURPOSE HALL

6M WIDE

FFL 320.50 Lvl

FGL 320.00 Lvl

17PHC

FGL 320.00 Lvl

PARKING

ERN E INT WID

1 8

53.19M

IVE

FLAGPOST STAGE

2.0M WIDE GREENSTRIP

FRL 320.00 Lvl

L BLO

ASSEMBLY AREA FGL 320.00 Lvl

FFL 320.50 Lvl

25.9

8 2.0M WIDE GREENSTRIP

FGL 320.00 Lvl

AREA

TOT-LOT-1 3825.26 Sq.M. (9.14%)

NTS

7.9

RY PLAY

FGL 318.00 Lvl

53.39M

FIRST FLOOR PLAN

FGL 320.00 Lvl

FGL 318.00 Lvl

PRIMA

600

14.25M

600

FFL 320.50 Lvl

FGL 320.00 Lvl

PRO FFL (PH POSED320.50 ASE Lvl -1) SCHOO

550

600

350

1500

AD MA RO

46M MA IN

4890 550

750

100

950

1500

600

TILE DROP

350

21.81M b

FGL 322.50 Lvl

64.

TILE DROP TILE DROP

550

750 100

600

8060

V3 8060

2.0M WIDE GREENSTRIP

750

TILE DROP

600

1200

350

950

1500

950

TILE UP

1500

TILE UP

FFL 323.50 Lvl

34.40M

100

1645

TILE UP

750 100

600

FRL 323.00 Lvl

GARAGE FRL 323.00 Lvl

600

750

350

600

FRL 323.00 Lvl

16 b

47.30M

FFL 323.50 Lvl

1800 11580

1200

300

530

1500

100

550

4430

100

600

TRIP

TOT-LOT-2 372.57 Sq.M. 0.89%)

41.93M

600 URINA LS

EN EX T IT

530

950

600

LS URINA

1960

1500

380 1200 1500 TILE DROP

950

ENS

FFL 323.50 Lvl

FGL 323.00 Lvl

FRL 323.00 Lvl

FGL 320.00 Lvl

BAT 1.2mx1 H .5m

7000

600

E GRE

600

PLU MB SHA ING 1.0X FT 1.8M

STR EEN E GR 34.33M

M WID

2.0

24.31M

FGL 316.50 Lvl

40.83M b

H b

38.2

GREEN

3.83 M

MAIN

300

WIDE

NSTRI GREE

14.73M

2.38M

24.07M

FIRM DETAIL:

PARAPET +8.40m

Waterproofing as per specs.

1200

2.0M

CLASS ROOM

Expansion joint

HEAD MASTER ROOM

1800 10800

3600

1500

3600

1500

1800

INTERN'S INFORMATION :

1800

2100

1500

230mm thk. ACC blocks as per specs.

AUTHORIZED SIGNATORY & SEAL :

FIRST FLOOR +3.60m

600

1500

RCC Slab & beam as per as per strl. detail.

600

CLASS ROOM

1800

2100

1500 2100

1500 1500

230mm thk. ACC blocks as per specs.

2100

CLASS ROOM

1500

CLASS ROOM

1000

600

1500

600

D1 D4 TOILET

2100

1500 2100

1500 2100 1500

MEDICAL ROOM

RCC Slab & beam as per as per strl. detail.

230mm thk. ACC blocks as per specs.

V1 2100

1500

RCC Slab & beam as per as per strl. detail.

CLASS ROOM

230mm thk. ACC blocks as per specs.

V1 2100

1500

750

900

1500

RCC Slab & beam as per as per strl. detail.

230mm thk. ACC blocks as per specs.

V1 D1

CLASS ROOM

RCC Slab as per strl. detail. 230mm thk. ACC blocks as per specs.

RCC Slab & beam as per as per strl. detail.

CLASS ROOM

2100

100 2100 D4

230mm thk. ACC blocks as per specs.

V1 D1

Expansion joint

CLASS ROOM

RCC Slab & beam as per as per strl. detail.

600

100 2100 D4 S

2100

230mm thk. ACC blocks as per specs.

V1 D1

RCC Slab & beam as per as per strl. detail.

450

230mm thk. ACC blocks as per specs.

GIRLS TOILET 100

PHC TOILET

2100

100

600

750

BOYS TOILET

RCC Slab & beam as per as per strl. detail.

1500

600

1500

20mm Thk Kota stone flooring.

D4 S

600

Dado of 300x450 ceramic tile till 1800mm height.

GIRLS TOILET

1500

230mm thk ACC block wall as per specs.

1500

Sunken slab (waterproofing & filling as per specs.)

PHC TOILET

BOYS TOILET

600

1500

TERRACE FLOOR +7.20m

Dado of 300x450 ceramic tile till 900mm height for wc rooms.

Plinth Beam as per strl. Detail

1200

Columns for future expansion

RCC beam and slab as per strl. Detail 230mm thk ACC block wall as per specs. 100mm thk RCC lintel

Waterproofing as per specs.

2.0M WIDE

ROAD

230mm thk. parapet wall as per specs.

18.92M

3000

PROJECT KENDRIYA VIDYALAYA SANGATHAN SCHOOL,NIZAMABAD-TELENGANA b

HEAD ROOM +9.90m

2700

230mm thk. ACC blocks as per specs.

10.99M

GI Sheet as per specs.

25.43M

4.83M

STRIP

40.82M

Coping to detail (Typ.)

CLASS ROOM

GROUND FLOOR

1000

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781

FGL

INSTITUTIONAL SEAL :

SECTION @S2 1:150

2 4 75 12 1 45 8 4 103 12 28 142 6

WID

3a FFL 323.50 Lvl

600

750

1.5m 1.2m 1.5m 0.6m -

550

1500

300

470

1200

AREA

46.72

2.0M FFL 323.50 Lvl

b b

600

1500

WASH

750

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

1500

2400

TILE DROP

2545

HAND

750

350

600

PHC. TOILE 3.00mX 1.80mT

3.60 3.60 0.00

SIZE(WxH) SILL Ht. QTY.

DESCRIPTION

750

100

1200

2459.59 2019.10 0.00 4478.69

25.31M

4660

550

TILE DROP

1500

350

470

TILE DROP

750

V2 BOY S 7.60 TOILET mX4 .80m

350

BAT 1.2m H x1.5m

1800

1625

750

TILE DROP

350

1200

1000

100

TILE DROP

D4 JANITO 1.2mx1 R .5m

1000

950

1500

550

350

TYPE

MS lo per d uvers as etail

745

910

7000

1200 380

230 1200 950

1500

750

100

10005

650

2400

100

TILE DROP

4430

7000

117.00 0.00 0.00 117.00

600

D4 350

1050 100

1200

2170

230

230 950 550

4430

975

2342.59 2019.10 0.00 4361.69

SCHEDULE OF OPENINGS NAME

600

750

1625

700

600

100

2265

600

[A]BUILTUP AREA [B]OTHER * [A+B]SBUA FLOOR HT.

1F (+3.60M) TERRACE TOTAL

600

750

975

the actual areas of rafts, slab areas etc

FLOOR

WORKING DRAWING

1200

IDOR COR R IDE MW

2.40 1470 300

230 1000

300 1200 300

R RIDO

1000 230

600

450

350

TILE DROP

W1 700

700

600

AREA

GIRL S 7.00 TOILET mX4 .80m

AR S1

9.49M

1000

300 230 1000 1200 1470

1200

230 1000 230 300 1000

300 1000

WASH 800

1845

LS URINA

HAND

800

600 1200

310

8160

700

35.81M

TILE DROP

450

100

8160

7000

IDE 2.40 MW

1200

1180

1200

COM PU 7.00 TER LA mx10 B .60m

COR

1200

540

TILE UP

600

600 600

CLA SS 7.00 ROOM-2 mX7 .07m 3

1200

1000 500

1200

380 1200 1210 10600

7140

600

7000

CLA SS 7.00 ROOM-2 mX7 .00m 4

230

380

450

370

1470

2060

1200

600

5.96M

600

TILE DROP

1200

STAIRC ASE Width -TYPE 4 1800 Riser Tread 150 Handr 300 ail Flights ht. 1.2m

3300

1500

1960

600

380

700

380

3010

300 300

1500

1960

17630

42 43 44 45 46 47 48

600 600

100

H BAT .5m 1.2mx1

1500

4890

1200

600 600

7000

1000 230

3300

6570 1200

1845

100

4430

550

100

TILE DROP

230

7860

1200

ET TOIL BOYS X4.80m 7.60m 1845

750

100

1200

230 1000 300 230 1000 1470

1200

1500

1200 230

1200

1066 3.57m

7185

450

1960

WIDE

1200

2.40M

37 38 39

UT O UT

D.W.F

R RIDO COR

7140

1210 10600

D.W.F

1200

TILE DROP

380

1500

550

KY C

MS R a to de iling tail 40

CA KOTA SE FLOO STON RIN E (As G : Per BOQ) 187

600

700

1200

TILE DROP

17630

380

TILE DROP

34 35 36

4660

750

1500

950

TILE DROP

1500

1960

300

TILE DROP

1200

TILE DROP

6570

750

100

750

100

600 700

TO S

1965

500

AREA

7600

+1.06m +1.01m

7000

310

2170

2400

1000

750

350

FFL SSL

1200

745

600

185

WASH

350

750

5180

OPE N

370

1200

1625

300

STAIR

300

650

135 150

1200

100

350

975

1000

700

7000

22350

1000

2400

1150

830

300

1800

HAND

750

350

715

600

1135

600 600

975

550

600

2000

1500

950

1500

9439

1.8m WIDE RAMP 1:12

+2.56m +2.51m

M ROO ART 10.60m X 7.00m

150

1600

950

1500

4890

470 530

300

100

4430

1200

3300

550

100

MBING PLU AFT SH 8M 1.0X1.

7000

CLA SS 7.00 ROOM-2 mX6 .93m 1

700

7000

145

1000

LET . TOI PHC X1.80m 2.40m

530

38 37

1180

1500

550

2400

470

35 36

1200

1600

1500

950

600 600

1875

1625

600

1200

2.40M

7860

COURTYARD

1000 1955

600

1200

COR RIDO R 4790

1500 31 32 33 34 35 36 41 40 39 38 37

7230

CLA SS 7.00 ROOM-2 mX7 .00m 2

230

1200

230

1365

mW IDE

1.8m WIDE RAMP 1:12

1000

2.10

10345

3300

540

AREA450

800

ET TOIL GIRLS X4.80m 7.00m

1200

380

300

1825

FFL SSL

43 42 45 44

1200

600

230

1200

WASH

45 44 43 42

1200

1200 1470 1200

300

+0.72m +0.67m

300

+2.90m +2.85m

500

1725

100

BATH .5m 1.2mx1

230

300 FFL SSL

600

2700

1000

230

380 100

230

1000

300

1200

48 47 46

28 29 30

CLA SS 7.00 ROOM-2 mX7 .07m 0

1200

10345

2060 1200

7000 910

s as uver MS lo tail e per d

100

1470

1065

1200

5270

750

350 750

350

750

300

FFL SSL

1325

3210

1200

CLAS S 7.00 ROOM-1 mX7 .00m 5

1200

2490

2050

1200

910 7000 4560

1200

+3.65m +3.60m

910 7000

RWP

230 1000

1355

PE 3 ASE-TY 0 180 STAIRC Width 150 Riser 300 Tread 1.2m ail ht. 2 Handr hts Flig

1470

380 350

OUT

ailing MS R il ta to de 41 40

46 48 47

25 26 27

5340

230

1200

380

910 7000 1435

1200

300

1500 7000

3300

380 5270 1780

445

100

750

3010

1000

230

1960

350

1500

1960

5335 2340

230

1200

1827

3210

445

2225

1950

910 7000

2225

5335

1200

230

RRID

380

5635

380

1200

1315

230

4305

5635

1200

230

CO WIDE

3000

1960

1500

ORR

IDE C

W 2.10m

IDOR

7000

2490

8235 FFL SSL

CLA SS 7.00 ROOM-1 mX7 .00m 6

OS EN T

HAND

7000

1435

380

1950

1200

2700

4790

415

1200 100

750

350

1200

150 2680

600

2340 2490

1020

7885

1200

W1 600

1090

1200

4560

7230

IRCASE Width -TYPE 2 1500 Riser Tread 150 Handra 300 il ht. Flights 1.2m 2 SSL +3.60m FFL +3.65 m

700

450

1200 2490

17111

RWP

5180

600

1i n6

9440

600

1.8m WIDE RAMP 1:12

600

MS R a to de iling 2430 tail STA

S2 AR

17.69m

M-9 ROO CLASS x7.00m 7.00m

3000

910 7000

1200

3530 380

7000

600

1200

KY C

Slo DOUBLE HEIGHT

300

1200

RE C / STO OOM ERS R PREP .55m x3 m 7.00

700

700 1000

H TEAC

600

3600

1200

195

450

5595

700

230

7000

230 300 1000

1000

230

230 1200

6 in

p Slo

1200

580

380

1740

4260

600

M-14 ROO CLASS mX7.00m 7.00

1470

1200

1500

6000

14760

660

1000

300

760

660

3600

700

230

joint ils nsion Expa strl. deta r as pe

700

1200

1000

230 1000

300

8810 80 70 1200

1960

600

5270

1200

230 300 1000

1200

230 1200

7000

6000

700

14761

1200

1110

230

5270

58.90m

1470

7000

B CS LA PHYSI x8.80m 7.00m

380

1200

WRITIN

700

1000

230

ARD

G BO

S GLAS

150 1200

230

1500

700

1000 225

230

1960

600

700

300

M-13 ROO CLASS mX7.00m 7.00

730

1200

700

1200

230

1200

380

IDOR ORR

380

8660 1200

5200

C WIDE

1200

990

B GY LA BIOLO X8.65m 7.00m

1960

1500

7000

1000

2.40M

990

600

1960

380 230

1200

230 1200

ll k. wa m th 100m tion. c proje

700

CLA SS 7.00 ROOM-1 mX7 .00m 7

380

1200

600

7000

1200

36220

910 7000

380

230 300 1000

1000

230

700

1200

1500

1960

600

5270

1200

1470

350

230 1200

4040

450

3605 380

34555

380

1200

M-12 ROO CLASS mX7.00m 7.00

1200

300

1200

1000

7000

230

1200

700

380

700

300

1200

305

1740

600

1200

230

450

150 1200

OOM ERS R PREP x3.60m 7.00m

700

7000

230 1000

230

385 5340

UM RE C / STO

H TEAC

CLA SS 7.00 ROOM-1 mX7 .00m 8

1500

230

230 1000

3235

1500

1960

k C bric m AC c. 230m s per spe a wall

1200

910 7000 1960

600

1960

380

900

OU CUT SKY 3m .2 N TO OPE 7.00mx3

7000

380 5270

5270

1200

700

1200

7600

700

910 7000

+3.65m

230

1200

3300

G-2 ANDIN MIDL

M-11 ROO CLASS mX7.00m 7.00

1470

+3 FFL

7230

1200

.60m

SSL

700

380

1200

900

26 25 28 27 30 29 48 32 31 46 47 34 33 44 45 36 35 42 43 41 39 40 37 38

700

300

PE 1

ASE-TY 0 150 STAIRC Width 150 Riser 300 Tread 1.2m ail ht. 2 Handr Flights

1200

230

230 1000

2160

3300

230

7000

24ilin30g to detail

MS Ra

700

230

7235

1500

1000

apet . Par THK l railing m 230m ith typica w wall 00mm H=12

230

2630

1960

1500

2770

1960

600

1960

380

600

2770

700

380

1200

4745

910 7070

1200

M-10 ROO CLASS mX7.07m 7.00

CLA SS 7.00 ROOM-1 mX7 .07m 9

TO DO WORKING DRAWINGS. TO CHECK WITH STANDARDS AND AREA STATEMENTS.

1200

300

5384

5570

380

230 1200

1200

230

7000

INTERN'S SCOPE OF WORK & CONTRIBUTION

7460

7460 17.32m

FLOOR PLANS & SECTION

SUBJECT

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

DRAWING

FLOOR PLANS

INTERN'S SCOPE OF WORK & CONTRIBUTION 1. 2.

TO DO WORKING DRAWINGS. TO CHECK WITH STANDARDS AND AREA STATEMENTS.

S1 AR

7460

7000

7005

5500

0 1 in 6

Slope

Valley

4675

700

Ridge

700

1500

600

5335

1665

5595

AD RO MA IN

20M 26. 3M

19.93M FRL 323.00 Lvl

FFL 323.50 Lvl

1500

PARKING AREA

21.81M

FGL 322.50 Lvl

15 A

FGL 320.00 Lvl

WAY

FFL 320.50 Lvl

PROPOSED MULTIPURPOSE HALL

INTERN 6M WIDE

700

AL DRIVE

46M MA IN

AD MA

1830

7010

FRL 323.00 Lvl

32.8

600

GARAGE

1200

3300

ASE-T YPE 4 Width 1800 Riser Tread 150 Hand 300 rail Flights ht. 1m 2

FGL 319.00 Lvl

300

42M 10.

TR IP EE NS GR DE WI

2.0 M

FRL 323.00 Lvl

16 b

1500

FGL 320.00 Lvl

6 41.93M

700

FFL 320.50 Lvl

PARKING

PRO FFL (PH POSED320.50 ASE Lvl -1) SCHOO

IVE

ERN

FLAGPOST STAGE

E INT WID 6M

2.0M WIDE GREENSTRIP

FRL 320.00 Lvl

5270

1 8 9

ASSEMBLY AREA FGL 320.00 Lvl

47.30M

5801

5270

5730

FGL 320.00 Lvl

17PHC

FGL 320.00 Lvl

34.40M

L BLO

1960

3785

FFL 323.50 Lvl

25.31M

17630

TOT-LOT-2 372.57 Sq.M. 0.89%)

9.49M

575

700

EN EX T IT

TRIP

FFL 323.50 Lvl

FGL 323.00 Lvl

FRL 323.00 Lvl

35.81M

ENS

3a FFL 323.50 Lvl

FFL 320.50 Lvl

2.0M WIDE GREENSTRIP

14.25M

AREA

RY PLAY

53.39M

lin y

7.9

TOT-LOT-1 3825.26 Sq.M. (9.14%)

FGL 318.00 Lvl b

STR EEN E GR 34.33M

M WID

2.0

24.31M

lle

FGL 318.00 Lvl

FGL 316.50 Lvl

Slo

e e lin Ridg

FGL 320.00 Lvl

PRIMA

7140

7600

line

in 6

Slo p

line

1 in

Vall

25.9

ey Vall

600

FGL 320.00 Lvl

Slo

7140

6 in

lin

e lin

y lle

380

7600

Ridg

Slo

600

40.83M b

380

38.2

GREEN

Ridg

e lin e

4890

in 4430

e lin

4660

lle y

4590

lin

FIRM DETAIL:

2.38M

lle

1380

Slo

14.73M

4290

4660

4890

4290

8060

3.83 M

ROAD

2.0M WIDE

MAIN

2400

RWP

4890

4430 1500

7380 8160

AR S1

7160

NSTRI GREE

24.07M

1600

1600 1380

WIDE

1800 11580

1800

8160

2.0M

2260

7380

2630

2170

RWP

18.92M

600 370

PROJECT KENDRIYA VIDYALAYA SANGATHAN SCHOOL,NIZAMABAD-TELENGANA b

2100

2400

2170

RWP

e lin Ridg

2100

2260

1600

1960

1500

2630

1380

1960

4290

4890

600

10.99M

700

25.43M

4.83M

STRIP

40.82M

700

AUTHORIZED SIGNATORY & SEAL :

7610

8060

INTERN'S INFORMATION :

S2 AR

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781

TERRACE FLOOR PLAN NTS

2 4 75 12 1 45 8 4 103 12 28 142 6

WID

E GRE

3335 45

1.5m 1.2m 1.5m 0.6m -

2.0M FFL 323.50 Lvl

42.9

43 44

b b

555

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

46.72

OUT

STAIRC

370

600

17630

6560

1960

1500

3300

1875

300

CUT

MS R a to de iling tail 40

300

700

700 1875

SIZE(WxH) SILL Ht. QTY.

DESCRIPTION

53.19M

1515

3300

6570

22350

1200

SKY

3.60 3.60 0.00

SCHEDULE OF OPENINGS TYPE

7860

35 36

2459.59 2019.10 0.00 4478.69

INSTITUTIONAL SEAL :

WORKING DRAWING

5565 1665

5730

line

117.00 0.00 0.00 117.00

5.96M

43 42

1830

N TO

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

60 in

y li

lle

7860

0 1i n6

y li

Va lle

Slo

Slo pe

35 36

1200

700

38 37

OPE

300

1500

1960

600

ey Vall

[A]BUILTUP AREA [B]OTHER * [A+B]SBUA FLOOR HT.

6570

3300

3335

3785

48 47

line

1 in

30 31 32

e Slop

G.I. SHEET as per specs.

ailing MS R il ta to de 41 40

YPE 3 ASE-T 1800 STAIRC 150 Width Riser 300 1m Tread rail ht. 2 Hand Flights

5500

5595

700

ne 1 y li e lle lop

N OPE

R70 W0P Ridge

7160

UT O

YC O SK

600

G.I. SHEET as per specs.

26 27

e lin

line

G.I. SHEET as per specs.

OPEN COURTYARD

6860

Ridg

Ridge

line

700

e lin

10345

OPEN TERRACE

10345

FLOOR

NAME

Ridg

line

10605

y li lle Va

Ridge

700

line

1 in

line

Slo

Vall

RWP G.I. SHEET as per specs.

1515

Slop e

line

700

RWP

Ridge

line

e lin

Ridge

1733

1960

Ridg

Ridge

1365

RWP

10605

ey Vall

18950

Valley line

1355

in pe 1

Ridge

Slope 1 in 60

Valley line

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the actual areas of rafts, slab areas etc

Slo

25000

Slope 1 in 60

OPEN TERRACE 600

18950

1665

600

Slo Valle pe y lin 1i e n6 0

Slo

1665

5270

58.90m

5500

RWP 600

700

line lley in Va 1

18490

e lin

1500

TERRACE

5335

5795

in 60

line

Ridg

3300

700

line

275

1500

1960

600

5340

TERRACE

Vall ey li

700

Slop e1

y li

e lop

Ridge

Ridg

lle

64.

4305

4300

370

700

line

1500

370

Ridge

600

2.0M WIDE GREENSTRIP

1960

Ridge line

5500

5660

5200

600

5660

700

1960

line

in 6

pe 1

6000

RWP

Slo

line lley in Va

Va lley

600

5710

5705

line

1960

700

1 pe Slo

5270

6000

e lin Ridg

OPEN TERRACE

700

5730

UNDERSTANDING THE PROJECT REQUIREMENTS. WORKED ON SITE DRAWINGS (WORKING DRAWINGS) LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) TERRACE PLAN DETAILS.

line

1500

0 n6 line

lley

1500

1960

e lin

Ridg

line

1500

Ridge

in 6

lley

line

1960

600

1. 2.

700

Ridge

TERRACE

Slop alley li e 1 ne in 6

38 37

370

700

5800

5340

e ge lin

700 P

41 40

y li

700

33 34

lle

Ridge

700 600

e lin Ridg

31 32

3000

230

Slo

RWP

OPEN TERRACE

5800

Rid

1500 28 29

p Slo

36220

1: 50

e lin

Ridg

46 45

5270

700

Slo

5270

600

1500

PLAN-FIRST FLOOR

lin

5730

700

5730

Va ll

0 n6

36450

1500

1960

Slo

OPE

600

700

5270

UT O

STAIRC ASE-T YPE 2 Width 1500 Riser 150 48 Tread Hand 300 rail Flights ht. 1m 2 DN SSL +7.20 m

1960

700

INTERN'S LEARNING:

3300 tail

1960

7010

700

YC O SK

600

7230

to de

7000

1960

600

1960

7000

5730

5270

42 43

line

1500

700

1960

line

iling

4230

G-3 ANDIN MIDL

e Ridg

1500

YPE 1 ASE-T 1500 STAIRC Width 150 Riser 300 Tread 1m ht. rail 2 Hand Flights

47 48

230

3300

3000

1960

Ridge

7230

1430 MS Ra

1800

34 33

29 28

tail to de iling MS Ra

lin

2200

1500

MIDL ANDIN G-3

5500

7235

3300

lle

5200

5730

Sl op 5270

e op

S2 AR

700

5270

2870

2800

lle

2630

1960

2630

line

1500

2630

600

1960

1500

Ridg

600

39775

4745

RWP

RWP line

line

2800

4745

1 in 6 line

5570

Valley

5500

Slope

17.32m

SUBJECT

-4100

-4100 +600

+600

-3000

+600

9000 900

FIRST FLOOR +3.60M

+5640

150 450

+600

-3000

1500

+600

100mm thk. wall projection.

+5640 +600

VISION PANEL

+600

TO DO WORKING DRAWINGS.(ELEVATION)

+600

VISION PANEL

600 600

FGL

+600

GROUND FLOOR

-3000 +600

+600

-4100

-3000

+600

3600

+600

7800

TERRACE FLOOR +7.20M

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

DRAWING ELEVATIONS INTERN'S SCOPE OF WORK & CONTRIBUTION:

1200

STAIRCASE HEADROOM +9.90M

ANGLED

ELEVATION-01

INTERN'S LEARNING:

ELEVATION E1 1:200

1. LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) 2. WORKED ON ELEVATION PROFILE DETAILS.

1200

1800

STAIRCASE HEADROOM +9.90M

+700

+600

+700

900

TERRACE FLOOR +7.20M +600

+600

+600 +600

+600

+700

+600

-10500

100mm thk. wall projection.

-10500

100mm thk. wall projection.

+600

600

10800 75 1500 525

+600

900

+600

+700

+600

+600 +700

+600

+700

+600

+700

+600

+700

+600

525

+600

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

1200

actual areas of rafts, slab areas etc

900

FLOOR

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

600

GROUND FLOOR

ELEVATION -E2

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

1000

1200

2000

STAIRCASE HEADROOM +9.90M

TERRACE FLOOR +7.20M

TERRACE FLOOR +7.20M -2445

-4660

-7530

3600

prote

E2 -

E1 -

1.5m 1.2m 1.5m 0.6m -

1.00m line as wide Plinth per detail prote ction

brick m ACC 230m per spec. as wall

FIRST FLOOR +3.60M -2445

1500

m thk. 100m ction. proje

100m m thk. proje ction. wall

E8 -

2100

E4 -

joint nsion ls Expa detai per strl.

VISION PANEL

Expa nsion strl. detail joint as per s

3600

wall

MD1 VISION PANEL

Plinth wide 1.00m per detail line as

ed2

1.00m line as wide Plinth per detail prote ction

600

MS louve per detail rs as

600 ed1

ELEVATION -E5

E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

1:200

ed3 -

FIRM DETAIL:

ed4 -

rs as MS louve per detail

FGL

1:200

ction

GROUND FLOOR

ELEVATION -E3

E6 -

prote

GROUND FLOOR FGL

2 4 75 12 1 45 8 4 103 12 28 142 6

E10 -

ction

1000

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

10800

-4660

-7530

DESCRIPTION

MAIN DOOR Double shutter door MAIN DOOR1 Double shutter door DOOR Double shutter Main Door Single shutter Door DOOR Single shutter Door DOOR TOILET DOOR Single shutter Door TOILET DOOR Single shutter Door Single shutter Door PHC DOOR VENTILATOR Ventilator VENTILATOR Ventilator VENTILATOR Ventilator WINDOW Casement Windows WINDOW Fixed Window

Plinth wide 1.00m per detail line as

-4746

TYPE

E9 -

9000

FIRST FLOOR +3.60M

3.60 3.60 0.00

E3 -

2600

-4746

FLOOR HT.

2459.59 2019.10 0.00 4478.69

SCHEDULE OF OPENINGS NAME

1:200

STAIRCASE HEADROOM +9.90M

[A+B]SBUA

STAIRCASE HEADROOM +9.90M

+700

1000

+600

+1600

TERRACE FLOOR +7.20M +600

+600

+600 -7230

FIRST FLOOR +3.60M +600

+600

+600 +700

+600

+700

+600

+700

+600

+600 +600

+600 +700

+600

+1600 +600

+600

V3 2250

3600

+700

+600

600

-9860

600

GROUND FLOOR FGL

ELEVATION -E4 1:200

AUTHORIZED SIGNATORY & SEAL :

V3 3000 10800

+600

10800

3600

+600

600

-9860

750

3000

-9860

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

117.00 0.00 0.00 117.00

230m m ACC wall as per brick spec.

FGL

[A]BUILTUP AREA [B]OTHER *

FIRST FLOOR +3.60M

SUBJECT

STAIRCASE HEADROOM +9.90M

1200

DRAWING ELEVATIONS INTERN'S SCOPE OF WORK & CONTRIBUTION:

TERRACE FLOOR +7.20M -4371

+700

-7860

+700

-4371

-7860

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

TO DO WORKING DRAWINGS.(ELEVATION)

-4371

+700

-7860

+700

-4371

2100

1500

FIRST FLOOR +3.60M

9000

3600

600

GROUND FLOOR FGL

ANGLED

ELEVATION E6

INTERN'S LEARNING:

1:200

1. LEARNT DETAILS AND SPECIFICATION OF MATERIAL, FINISHES (BOQ) 2. WORKED ON ELEVATION PROFILE DETAILS.

STAIRCASE HEADROOM +9.90M

1000

1200

2000

STAIRCASE HEADROOM +9.90M

TERRACE FLOOR +7.20M

TERRACE FLOOR +7.20M -2445

-4746

-7530

-4746

-2445

3600

-4660

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

MD1 VISION PANEL

actual areas of rafts, slab areas etc

VISION PANEL

FLOOR

ELEVATION ELEVATION-E7 -07

1:200

600

FGL

ELEVATION -E9

1200

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

+600

+700

+600

+700

+600

-9860

+600

E9 -

+700

-9860

+600

+700

+600

3600

+600

1.00m line as wide Plinth per detail prote ction

9000 3000 600

+600

+700

+600

E4 -

E8 -

2250

joint nsion ls Expa detai per strl.

+600

+700

wall

+600

E10 -

m thk. 100m ction. proje

+600

+700

E1 -

brick m ACC 230m per spec. as wall

+600

E2 -

ction

+600

prote

+1600

+600

1.5m 1.2m 1.5m 0.6m -

+600

-7230

2 4 75 12 1 45 8 4 103 12 28 142 6

230m m ACC wall as per brick spec.

+600

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

3600

+600

DESCRIPTION

Plinth wide 1.00m per detail line as

FIRST FLOOR +3.60M

+600

10800

+600

+700

TYPE

E3 -

+600

+700

3.60 3.60 0.00

Plinth wide 1.00m per detail line as

E6 -

ction

prote

ELEVATION-08

1.00m line as wide Plinth per detail prote ction MS louve per detail rs as

600

FGL

rs as MS louve per detail

600

GROUND FLOOR

ELEVATION -E8

E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

1:200

FIRM DETAIL:

1200

+700

900

1800

STAIRCASE HEADROOM +9.90M

+600

TERRACE FLOOR +7.20M +600

+600

+700

+600

-10500

100mm thk. wall projection.

-10500

100mm thk. wall projection.

AUTHORIZED SIGNATORY & SEAL :

+600

10800 75 1500 525

+600

INTERN'S INFORMATION :

600 900

FIRST FLOOR +3.60M

+600

+600 +600

+700

+600 +600

+700

+600 +600

+600

+700

+600

900

1200

525

+600

+700

FGL

600

GROUND FLOOR

ELEVATION -E10 1:200

+700

+600 +600

+700

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

+600

+700

FLOOR HT.

2459.59 2019.10 0.00 4478.69

100m m thk. proje ction. wall

+600

600

750

+600

3000

-9860

+1600

[A+B]SBUA

SCHEDULE OF OPENINGS NAME

1:200

STAIRCASE HEADROOM +9.90M

TERRACE FLOOR +7.20M

117.00 0.00 0.00 117.00

Expa nsion strl. detail joint as per s

600

FGL

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

GROUND FLOOR

[A]BUILTUP AREA [B]OTHER *

FIRST FLOOR +3.60M

9000

10800

-7530

3600

-4660

SUBJECT

DRAWING STAIRCASE DETAIL -01 INTERN'S SCOPE OF WORK & CONTRIBUTION:

7460

2400

GROUNDPLAN-GROUND FLOOR PLAN-ST-01 FLOOR ST-01 1:100

7460

600

3600

33 RL-4 155

155

RCC Waist Slab as per strl. detail

FIRST FLOOR +3.60 M

FIRST FLOOR PLAN-ST-01

50 SS HANDRAIL AS PER SPECS.

MANUF. DETAIL

600

MIDLANDING-1

50 MS POST AS PER SPECS.

3600

FIXING AS PER MANUF. DETAIL.

155

RL-1

37 38 39 40 41 42 43 44 45 46 47 48

+7.20m

160

50 MS HANDRAIL AS PER SPECS.

155 145

155

FIX ING NU AS F. DE PER TAIL.

GROUND FLOOR +000 M

[A+B]SBUA

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

50 MS POST AS PER SPECS. 25 MS RAIL AS PER SPECS.

DESCRIPTION

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

1.5m 1.2m 1.5m 0.6m -

E3 -

50 MS POST AS PER SPECS.

E9 -

CORRIDOR

FIXING AS PER MANUF. DETAIL.

E2 -

E1 -

E10 -

m thk. 100m ction. proje 100m m thk. proje ction. wall

wall E8 -

Expa nsion strl. detail joint as per s

Plinth wide 1.00m per detail line as

1:75

E6 -

ction

prote

TERRACE FLOOR PLAN-ST-01

E4 -

SECTION @ ST-01

joint nsion ls Expa detai per strl.

LANDING-1

FIXING AS PER MANUF. DETAIL.

50 MS POST AS PER SPECS.

F MA IXING NU AS F. D PER ETA IL.

NTS

DETAIL @RT-02 NTS

1200

155 155

50 MS POST AS PER SPECS.

NTS

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

FIRM DETAIL:

KOTA STONE NOSING

150

5MM GROOVE IN KOTA STONE

300

155 155

155

DETAIL @RT-03

MS louve per detail rs as E5 -

155

145 150

20MM THK. KOTA STONE

50 MS HANDRAIL AS PER SPECS.

25 MS RAIL AS PER SPECS.

20 20

50 MS POST AS PER SPECS.

FIXING AS PER MANUF. DETAIL.

MORTOR

AUTHORIZED SIGNATORY & SEAL : RCC WAIST SLAB

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

FIXING AS PER MANUF. DETAIL.

DETAIL @RT-01

275

50 MS POST AS PER SPECS.

1200 155 155

145 85 155 155

25 MS RAIL AS PER SPECS.

50 MS POST AS PER SPECS.

155

1200

50 MS POST AS PER SPECS.

25 MS RAIL AS PER SPECS.

155

MANUF. DETAIL

1200

155 145 155 155 155

275

50 SS HANDRAIL AS PER SPECS.

MS HANDRAIL AS PER SPECS. MS CLIP AS PER MANUF. DETAIL 50 MS POST AS PER SPECS.

155

160

50 MS HANDRAIL AS PER SPECS.

RL-4

RL-3

20 150

RL-2 25 MS RAIL AS PER SPECS.

275

RL-1

rs as MS louve per detail

MS HANDRAIL

1.00m line as wide Plinth per detail prote ction

1:100

275

2 4 75 12 1 45 8 4 103 12 28 142 6

brick m ACC 230m per spec. as wall

FGL -0.60 M

230

SSL

5 TR

155

36 35 34 33 32 31 30 29 28 27 26 25

RCC Waist Slab as per strl. detail

275

STAIRCASE-TYPE 1 Width 1500 Riser 150 Tread 300 Handrail ht. 1.2m Flights 2

155

1800

TERRACE

50 MS POST AS PER SPECS.

600

D2 MIDLANDING-3

900 1200

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

TYPE

ction

900

MS Railing to detail

117.00 0.00 0.00 117.00

SCHEDULE OF OPENINGS NAME

prote

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

3300

RCC Slab & beam as per as per strl. detail.

25 MS RAIL AS PER SPECS. MS HANDRAIL AS PER SPECS. MS CLIP AS PER MANUF. DETAIL 50 MS POST AS PER SPECS.

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

RL-2

1980

7230

actual areas of rafts, slab areas etc

[A]BUILTUP AREA [B]OTHER *

Plinth wide 1.00m per detail line as

CORRIDOR

FIXING AS PER MANUF. DETAIL.

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

ST-1 -

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

50 MS POST AS PER SPECS.

RL-3

25 MS RAIL AS PER SPECS.

3300

25 MS RAIL AS PER SPECS.

1500

50 MS POST AS PER SPECS.

FLOOR

1:100

7230

50 MS HANDRAIL AS PER SPECS.

150

1350

1200

7230

155

+3.65m

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

155

+3.60m

FFL

MIDLANDING-2

275

SSL

145 85

37 38 39 40 41 42 43 44 45 46 47 48

RCC Slab & beam as per as per strl. detail.

1650

36 35 34 33 32 31 30 29 28 27 26 25

STAIRCASE-TYPE 1 1500 Width 150 Riser 300 Tread Handrail ht. 1.2m Flights 2

10800

MS Railing to detail

1. DETAIL OF RAILING,TREAD & RAISER 2. MATERIALS USED FOR STAIRS, RAILING, 3. WATER PROOFING TREATMENT USED FOR TERRACE. 4. SPECIFICATIONS (BOQ)

2400

2.40M WIDE CORRIDOR

2430

230

900

3300

UP MIDLANDING-2

900 1200

3300

ST-1 -

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

1500

INTERN'S LEARNING: 48

1350

TERRACE FLOOR +7.20 M

145 150

STAIRCASE-TYPE 1 1500 Width 150 Riser 300 Tread Handrail ht. 1m Flights 2

DETAIL @RT-04 NTS

DETAIL @ TR NTS

WORKING DRAWING

1.00m line as wide Plinth per detail prote ction

7230

STAIRCASE HEAD ROOM +9.90 M

230m m ACC wall as per brick spec.

+0.05m

155

+000m

FFL

1200

SSL

TO DO WORKING DRAWINGS (STAIRCASE DETAILS)

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

155

13 14 15 16 17 18 19 20 21 22 23 24

275

1200

155

1200 155 155

155

275

300

3000

12 11 10 9

STAIRCASE-TYPE 1 Width 1500 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

2550

2.40M WIDE CORRIDOR

2430

230

900

3300

MS Railing to detail

MID-LANDING-1

900 1200

3300

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

1500

ST-1 -

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

1.50m WIDE RAMP (1:12)

SUBJECT 1.50m WIDE RAMP (1:12)

DRAWING STAIRCASE DETAIL-02 INTERN'S SCOPE OF WORK & CONTRIBUTION:

7460

9 10

11 12

21 20 19 18 17 16 15 14 13

900

STAIRCASE HEAD ROOM +9.90 M

1950

7230

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

GROUND FLOOR PLAN-ST-02 PLAN-GROUND FLOOR ST-01

STAIRCASE-TYPE 2 1500 Width Riser 150 Tread 300 Handrail ht. 1m Flights 2

1:100

TERRACE FLOOR +7.20 M

INTERN'S LEARNING: 1. DETAIL OF RAILING,TREAD & RAISER 2. MATERIALS USED FOR STAIRS, RAILING, 3. WATER PROOFING TREATMENT USED FOR TERRACE. 4. SPECIFICATIONS (BOQ)

1950

48 45

7460

155

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the actual areas of rafts, slab areas etc

FIRST FLOOR PLAN-ST-02 PLAN-FIRST FLOOR

21 145 150

50 SS HANDRAIL AS PER SPECS.

MANUF. DETAIL

RL-2

155 50 MS POST AS PER SPECS.

CORRIDOR

FIXING AS PER MANUF. DETAIL.

1800

155 155

1200

155

1200

155

PER AS TAIL. F. DE FIXING NU MA

RCC Waist Slab as per strl. detail

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

1.5m 1.2m 1.5m 0.6m E9 -

FGL -0.60 M

E2 -

E1 -

E10 -

brick m ACC 230m per spec. as wall

m thk. 100m ction. proje 100m m thk. proje ction. wall

wall E8 -

Expa nsion strl. detail joint as per s

Plinth wide 1.00m per detail line as

1:75

E6 -

ction

prote

TERRACE FLOOR PLAN-ST-02

E4 -

SECTION @ ST-02

joint nsion ls Expa detai per strl.

rs as MS louve per detail

FIXING AS PER MANUF. DETAIL.

DETAIL @RT-01 NTS

150

25 MS RAIL AS PER SPECS.

50 MS POST AS PER SPECS.

FIXING AS PER MANUF. DETAIL.

LANDING-1 24 12

FIXING AS PER MANUF. DETAIL.

20 20

NTS

DETAIL @RT-03 NTS

FIRM DETAIL:

KOTA STONE NOSING

MORTOR

AUTHORIZED SIGNATORY & SEAL : RCC WAIST SLAB

INTERN'S INFORMATION :

DETAIL @RT-02

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

20 150

25 MS RAIL AS PER SPECS.

300

155

50 MS POST AS PER SPECS.

MANUF. DETAIL

MS louve per detail rs as

5MM GROOVE IN KOTA STONE

155

50 SS HANDRAIL AS PER SPECS.

155

155 155 1200 275

155

1200

F MA IXING NU AS F. D PER ETA IL.

E5 -

50 MS HANDRAIL AS PER SPECS.

1200

155 155 155

50 MS POST AS PER SPECS.

20MM THK. KOTA STONE

RL-4

155

145 85

MS HANDRAIL AS PER SPECS. MS CLIP AS PER MANUF. DETAIL 50 MS POST AS PER SPECS.

155

155 145 155

275

50 MS POST AS PER SPECS.

1200

25 MS RAIL AS PER SPECS.

155

50 MS POST AS PER SPECS.

155

160

50 MS HANDRAIL AS PER SPECS.

RL-3

155

25 MS RAIL AS PER SPECS.

275

155 145 150

RL-2

RL-1

1.00m line as wide Plinth per detail prote ction

1:100

275

2 4 75 12 1 45 8 4 103 12 28 142 6

E3 -

600

GROUND FLOOR +000 M

7 5

155

ST-1 -

275

25 MS RAIL AS PER SPECS.

155

145

900

160

50 MS POST AS PER SPECS.

DESCRIPTION

ction

7230

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

TYPE

prote

230

MIDLANDING-1

FIXING AS PER MANUF. DETAIL.

[A+B]SBUA

SCHEDULE OF OPENINGS NAME

50 MS POST AS PER SPECS.

117.00 0.00 0.00 117.00

Plinth wide 1.00m per detail line as

+7.20m

41 40 39 38 37

50 MS POST AS PER SPECS.

3300

48 47 46 45 44 43 42

31 32 33 34 35 36

50 MS HANDRAIL AS PER SPECS.

1200

25 26 27 28 29 30

MIDLANDING-3

MS Railing to detail

275

1500

900

STAIRCASE-TYPE 2 1500 Width Riser 150 Tread 300 Handrail ht. 1.2m Flights 2 SSL

3300

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

1430

145 85

MS HANDRAIL AS PER SPECS. MS CLIP AS PER MANUF. DETAIL 50 MS POST AS PER SPECS.

RL-1

2342.59 2019.10 0.00 4361.69

25 MS RAIL AS PER SPECS.

7230

[A]BUILTUP AREA [B]OTHER *

1F (+3.60M) TERRACE TOTAL

RL-3

155

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

155 155 1200

RCC Slab & beam as per as per strl. detail.

1:100

FLOOR

1950

FIXING AS PER MANUF. DETAIL.

600

FIRST FLOOR +3.60 M

RCC Waist Slab as per strl. detail

3600

CORRIDOR

155

1200

50 MS POST AS PER SPECS. 25 MS RAIL AS PER SPECS.

3600

155

150

50 MS HANDRAIL AS PER SPECS.

10800

RL-4

50 MS POST AS PER SPECS.

TERRACE

600

1050

3300

900

155

7230

MIDLANDING-2

155

41 40 39 38 37

1200

48 47 46 45 44 43 42

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

ST-1 -

275

+3.65m

31 32 33 34 35 36

MIDLANDING-2

+3.60m

FFL

25 26 27 28 29 30

275

SSL

W1 41

155

MS Railing to detail STAIRCASE-TYPE 2 Width 1500 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

RCC Slab & beam as per as per strl. detail.

1500

900

3300

230

2.40M WIDE CORRIDOR

2430

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

2400

DETAIL @RT-04 NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

DETAIL @ TR NTS

WORKING DRAWING

1.00m line as wide Plinth per detail prote ction

300

3300

1200

24 23 22

TO DO WORKING DRAWINGS (STAIRCASE DETAILS)

230m m ACC wall as per brick spec.

+0.05m

1. ST-1 -

900

+000m

FFL

MID-LANDING-1

SSL

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

STAIRCASE-TYPE 2 Width 1500 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

1500

3000

3300

230

2.40M WIDE CORRIDOR

2430

MS Railing to detail

2400

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

SUBJECT

DRAWING STAIRCASE DETAIL-03 INTERN'S SCOPE OF WORK & CONTRIBUTION:

300

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

STAIRCASE HEAD ROOM +9.9M

UP 2

5180

3010

TERRACE FLOOR +7.20 M

9 10

11 21 20 19 18 17 16 15 14 13 12

1875

10200

3300

1. DETAIL OF RAILING,TREAD & RAISER 2. MATERIALS USED FOR STAIRS, RAILING, 3. WATER PROOFING TREATMENT USED FOR TERRACE. 4. SPECIFICATIONS (BOQ)

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

36 35 33

ST-1 -

GROUND FLOOR PLAN-ST-03 PLAN-GROUND FLOOR

RCC Waist Slab as per strl. detail

1800

INTERN'S LEARNING:

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

2060

RCC Slab & beam as per as per strl. detail.

3600

+0.05m

TERRACE

1800

STAIRCASE-TYPE 3 Width 1800 Riser 150 Tread 300 Handrail ht. 1.2m Flights 2

TERRACE

300

24 23 22

2400

STAIRCASE-TYPE 3 Width 1800 Riser 150 300 Tread Handrail ht. 1m Flights 2

MS Railing to detail

+000m

FFL

3300

1200

SSL

300

3000 2700

2.40M WIDE CORRIDOR

OPEN TO SKY CUT OUT

TO DO WORKING DRAWINGS (STAIRCASE DETAILS)

RCC Slab & beam as per as per strl. detail.

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

29 27

1:100

FIRST FLOOR +3.60 M

ART ROOM

CORRIDOR

RL-2 290 155 155

1875

150 155

100

FIXING AS PER MANUF. DETAIL.

CORRIDOR

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

2 4 75 12 1 45 8 4 103 12 28 142 6

1.5m 1.2m 1.5m 0.6m -

E3 E9 -

SECTION @ ST-03

Plinth wide 1.00m per detail line as prote

E10 -

m thk. 100m ction. proje

dia RL-1

wall E4 -

E8 -

joint nsion ls Expa detai per strl. as

Plinth wide 1.00m per detail line as

E6 -

50 MS HANDRAIL AS PER SPECS.

MS louve per detail rs as

150

50 MS HANDRAIL AS PER SPECS.

rs as MS louve per detail

6860

20MM THK. KOTA STONE

E5 -

155

33 34

1830

155

300 1875

275

FIXING AS PER MANUF. DETAIL.

TERRACE FLOOR PLAN-ST-03 1:100

DETAIL @RT-01 NTS

KOTA STONE NOSING

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

FIRM DETAIL:

155 155

25 MS RAIL AS PER SPECS.

20 20

MORTOR

RCC WAIST SLAB

AUTHORIZED SIGNATORY & SEAL :

50 MS POST AS PER SPECS.

INTERN'S INFORMATION :

FIXING AS PER MANUF. DETAIL.

ST-1 -

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

3300

50 MS POST AS PER SPECS.

W1 275

300

1200

+7.20m

275

SSL

STAIRCASE-TYPE 3 Width 1800 Riser 150 Tread 300 Handrail ht. 1.2m Flights 2

1200

48 47 46 45 44 43 42

TERRACE

35 41 40 39 38 37 36

155

32 MS Railing to detail

25 MS RAIL AS PER SPECS.

155

1200

3300

3335

3785

29 30

50 MS POST AS PER SPECS.

1200

155

OPEN TO SKY CUT OUT

5MM GROOVE IN KOTA STONE

300

20 150

155

25 26

1.00m line as wide Plinth per detail prote ction

ction

prote

dia RL-1

1:100

E1 -

brick m ACC 230m per spec. as wall

1:75

FIRST FLOOR PLAN-ST-03

E2 -

ction

ST-1 -

50 MS POST AS PER SPECS.

DESCRIPTION

1.00m line as wide Plinth per detail prote ction

3300

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

25 MS RAIL AS PER SPECS.

TYPE

230m m ACC wall as per brick spec.

2060

3.60 3.60 0.00

SCHEDULE OF OPENINGS

50 MS POST AS PER SPECS.

FGL -0.60 M

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

FLOOR HT.

2459.59 2019.10 0.00 4478.69

100m m thk. proje ction. wall

2400

[A+B]SBUA

Expa nsion strl. detail joint as per s

1200

+3.65m

COMPUTER ROOM

117.00 0.00 0.00 117.00

300

+3.60m

FFL

STAIRCASE-TYPE 3 Width 1800 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

GROUND FLOOR +000 M

300

48 47 46 45 44 43 42

35 41 40 39 38 37 36

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

NAME

155 155

[A]BUILTUP AREA [B]OTHER *

50 MS HANDRAIL AS PER SPECS.

1200

155

1800

RCC Waist Slab as per strl. detail

155

3010

SSL

MS Railing to detail

actual areas of rafts, slab areas etc

FLOOR

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia RL-1

FIXING AS PER MANUF. DETAIL.

3300

OPEN TO SKY CUT OUT

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

DETAIL @RT-02 NTS

DETAIL @ TR NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

25 MS RAIL AS PER SPECS.

275

2.40M WIDE CORRIDOR

3600

RCC Slab & beam as per as per strl. detail.

50 MS POST AS PER SPECS.

155

5180

120 155

UP 25

1800

50 MS HANDRAIL AS PER SPECS.

SUBJECT

DRAWING STAIRCASE DETAIL-04 INTERN'S SCOPE OF WORK & CONTRIBUTION:

300

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

STAIRCASE HEAD ROOM +9.9M

8 9

MS Railing to detail

STAIRCASE-TYPE 4 Width 1800 Riser 150 Tread 300 Handrail ht. 1.2m Flights 2

1200

300

11 12 13 14 15 16 17 18 19 20 21 22 23 24

300

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

3300

+000m

FFL

+0.05m

TERRACE FLOOR +7.20 M

TERRACE

45 RCC Slab & beam as per as per strl. detail.

INTERN'S LEARNING:

2400

36 35 33

GROUND FLOOR PLAN-ST-04 PLAN-GROUND FLOOR

RCC Waist Slab as per strl. detail

1800

1. DETAIL OF RAILING,TREAD & RAISER 2. MATERIALS USED FOR STAIRS, RAILING, 3. WATER PROOFING TREATMENT USED FOR TERRACE. 4. SPECIFICATIONS (BOQ)

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia

2060

ST-1

TERRACE

10200

1875

SSL

STAIRCASE-TYPE 3 Width 1800 Riser 150 300 Tread Handrail ht. 1m Flights 2

3600

1800

3010

3300

OPEN TO SKY CUT OUT

2.40M WIDE CORRIDOR

3000 2700

5180

TO DO WORKING DRAWINGS (STAIRCASE DETAILS)

RCC Slab & beam as per as per strl. detail.

1 2

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

29 27

1:100

FIRST FLOOR +3.60 M

ART ROOM

CORRIDOR

RL-2 50 MS HANDRAIL AS PER SPECS.

1800 3600

+3.65m

290

155 155 155 155

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

25 MS RAIL AS PER SPECS.

50 MS POST AS PER SPECS.

FIXING AS PER MANUF. DETAIL.

CORRIDOR

FGL -0.60 M

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

TYPE

DESCRIPTION

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

2 4 75 12 1 45 8 4 103 12 28 142 6

1.5m 1.2m 1.5m 0.6m -

E3 -

2400

E9 -

SECTION @ ST-04

prote

E10 -

1.00m line as wide Plinth per detail prote ction

m thk. 100m ction. proje

dia RL-1

wall E4 -

E8 -

joint nsion ls Expa detai per strl. as

Plinth wide 1.00m per detail line as

E6 -

50 MS HANDRAIL AS PER SPECS.

MS louve per detail rs as

150

50 MS HANDRAIL AS PER SPECS.

rs as MS louve per detail

6860

20MM THK. KOTA STONE

E5 -

300

1875

1830

SSL

+7.20m

TERRACE FLOOR PLAN-ST-04 1:100

DETAIL @RT-01 NTS

KOTA STONE NOSING

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

FIRM DETAIL:

155 155

FIXING AS PER MANUF. DETAIL.

1200

155 50 MS POST AS PER SPECS.

50 MS POST AS PER SPECS. 25 MS RAIL AS PER SPECS.

20 20

MORTOR

RCC WAIST SLAB

AUTHORIZED SIGNATORY & SEAL :

50 MS POST AS PER SPECS.

INTERN'S INFORMATION :

FIXING AS PER MANUF. DETAIL.

ST-1

3300

TERRACE 1200

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

STAIRCASE-TYPE 4 Width 1800 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

275

1200

300

35 36 37 38 39 40 41 42 43 44 45 46 47 48

155

MS Railing to detail

275

155

25 MS RAIL AS PER SPECS.

275

155

3785

OPEN TO SKY CUT OUT

3335

3300

50 MS POST AS PER SPECS.

1200

5MM GROOVE IN KOTA STONE

300

20 150

155

1.00m line as wide Plinth per detail prote ction

ction

prote

dia RL-1

1:100

E1 -

brick m ACC 230m per spec. as wall

1:75

PLAN-FIRST FLOOR FIRST FLOOR PLAN-ST-04

E2 -

ction

Plinth wide 1.00m per detail line as

[A+B]SBUA

SCHEDULE OF OPENINGS NAME

50 MS POST AS PER SPECS.

1200

155

COMPUTER ROOM

117.00 0.00 0.00 117.00

DETAIL @RT-02 NTS

DETAIL @ TR NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

+3.60m

FFL

1F (+3.60M) TERRACE TOTAL

50 MS HANDRAIL AS PER SPECS.

150

GROUND FLOOR +000 M

SSL

2060

5 3

ST-1

3300

2342.59 2019.10 0.00 4361.69

230m m ACC wall as per brick spec.

1875

[A]BUILTUP AREA [B]OTHER *

100m m thk. proje ction. wall

300

STAIRCASE FLOORING : KOTA STONE (As Per BOQ)

9 RCC Waist Slab as per strl. detail

actual areas of rafts, slab areas etc

FLOOR

Expa nsion strl. detail joint as per s

STAIRCASE-TYPE 4 Width 1800 Riser 150 300 Tread Handrail ht. 1.2m Flights 2

1200

300

35 36 37 38 39 40 41 42 43 44 45 46 47 48

275

MS Railing to detail

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

MS handrail & balustrade of 50mm dia at 900mm c/c, intermidiate railings of 20mm dia RL-1

FIXING AS PER MANUF. DETAIL.

1800

25 MS RAIL AS PER SPECS.

100

OPEN TO SKY CUT OUT

3010

3300

2.40M WIDE CORRIDOR

155

5180

RCC Slab & beam as per as per strl. detail.

50 MS POST AS PER SPECS.

155

120 155

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

SUBJECT

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

4430

100 TILE DROP

1600

1500

TILE DROP

1150

TILE DROP

650 1500

1965

830 500 950 550

1500

TILE DROP

1:50

DESCRIPTION

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

2 4 75 12 1 45 8 4 103 12 28 142 6

1.5m 1.2m 1.5m 0.6m -

E2 -

E1 -

E10 -

230m m ACC wall as per brick spec.

100m m thk. proje ction. wall E8 -

E6 -

EWC AS PER SPECS. TOWEL ROD @1500MM HEIGHT AS PER SPECIFICATION.

750

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS. 300mm SUNKEN SLAB AS PER SPECS.

1.00m line as wide Plinth per detail prote ction

1450

1500

1460

E4 -

E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

FIRM DETAIL:

750

600

FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS. V2

EWC AS PER SPECS.

1450

3025

600

1460

2100

1800

S S

680 800

720 480

250 450

300

600

GRAB BARS @800mm HEIGHT AS PER SPECIFICATION.

GROUND FLOOR +000 M

TYPE

MS louve per detail rs as

680 800

750

1500

600

720 480

2100

1800

1500 9000

250 450

600

300

100 mm THICK INTERNAL WALL

FGL -0.60 M

3.60 3.60 0.00

ONE WAY BIB COCK @ 750MM HEIGHT AS PER SPECS.

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

FLOOR HT.

2459.59 2019.10 0.00 4478.69

Expa nsion strl. detail joint as per s

GRAB BARS @800mm HEIGHT AS PER SPECIFICATION.

[A+B]SBUA

1.00m line as wide Plinth per detail prote ction

300mm SUNKEN SLAB AS PER SPECS.

450

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

117.00 0.00 0.00 117.00

AUTHORIZED SIGNATORY & SEAL :

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

INTERN'S INFORMATION :

SECTION @ 2 1:100

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

4890 600 600

TILE UP

1500

950

URINALS

TILE DROP

100

TILE DROP

2000

TILE DROP

950

1500

950 300 1200

150 135 185

2342.59 2019.10 0.00 4361.69

SCHEDULE OF OPENINGS MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

DETAIL@A

[A]BUILTUP AREA [B]OTHER *

1F (+3.60M) TERRACE TOTAL

NAME

2 SEC

FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS.

FIRST FLOOR +3.60 M

actual areas of rafts, slab areas etc

FLOOR

RCC slab & beam as per strl. detail

8060

TERRACE FLOOR +7.20 M

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

600

TILE DROP

1600

1500

950

1500

550

950

1500

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

E9 -

1500

300

1200

1500

1500 600 560 S

450 900

560 450 900

300

385

750

1500

2200

450

1800

600

450 600

600

1500

1500 600 560 450 900

385

750

600 450 900

1500

2200

450

1800

560

600

450 600

600 600

600 600 URINALS

1200

1200 3600

600

Cement slurry with water proofing cement compound.

rs as MS louve per detail

9000

BATH 1.2mx1.5m

1 SEC

ction

3600

100

TILE UP

prote

300

600

750 D4 100

Plinth wide 1.00m per detail line as

1:100

600

350

DT-A TD-01

SECTION @ 1

750 D4 100

Brick bats with 50% of cement mortar 1:5 admixed with water proofing compound

E3 -

100 mm THICK INTERNAL WALL DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

350

1845

PARAPET +8.40 M

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

300mm SUNKEN SLAB AS PER SPECS.

joint nsion ls Expa detai per strl.

750

wall

750

m thk. 100m ction. proje

300

50mm thk screed concrete 300 mm sunken slab

HAND WASH AREA

750

100

brick m ACC 230m per spec. as wall

300

745

1:100

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

DT-A TD-01

975

ction

1000 D5 1000

1. MATERIAL SPECIFICATION 2. STANDARDS AND AREA REQUIREMENTS 3. DETAILS OF SUNKEN SLAB.

prote

V3 S

1625

1135

600

D4 750

INTERN'S LEARNING:

975

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

Plinth wide 1.00m per detail line as

300mm SUNKEN SLAB AS PER SPECS.

1000

PLAN- FIRST FLOOR TB-01

230mm THK. PARAPET WALL AS PER SPECS.

300

550

750

COPING TO DETAIL (Typ.)

300

715

1000 D5

1625

300

600

1725

1955

TILE DROP

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

TERRACE FLOOR +7.20 M

FGL -0.60 M

750 D4 100

2 SEC

PARAPET +8.40 M

350

1:100

GROUND FLOOR +000 M

100

ONE WAY BIB COCK @ 750MM HEIGHT AS PER SPECS.

TO DO WORKING DRAWINGS (TOILET DETAILS)

450

145 1200

1500

PLAN- GROUND FLOOR TB-01

FIRST FLOOR +3.60 M

350

TOWEL ROD @1500MM HEIGHT V3 AS PER SPECIFICATION.

1200

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

100

TILE DROP

600 URINALS

600

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

BATH 1.2mx1.5m

BOYS TOILET 7.60mX4.80m

1 SEC

TILE UP

600 600 URINALS

100

450

1500 950

600

1500

100

TILE DROP

BATH 1.2mx1.5m

350

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

800

GIRLS TOILET 7.00mX4.80m

2400 PHC. TOILET 2.40mX1.80m

600

D4 750

750 D4 100

1200

4890

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

1845

750 D4 100

100

1500

950

600

350

550

100 mm THICK INTERNAL WALL

600

300

TILE DROP

800

4890

800

2565

1500

600

470

600

350

600

600 V3 600

750 D4 100

600

470

HAND WASH AREA

BOYS TOILET 7.60mX4.80m

750 D4 100

530

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

745

V3 600 PLUMBING SHAFT 1.0X1.8M

FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS.

975

350

600

530 1800

2.40M WIDE CORRIDOR

2000 TILE DROP

1150 650

1000

1625

750 D4 100

600

ONE WAY BIB COCK @ 750MM HEIGHT AS PER SPECS. EWC AS PER SPECS.

HAND WASH AREA

450

100

D4 750

350

600

ONE WAY BIB COCK @ 750MM HEIGHT AS PER SPECS.

350

1500

950

1500

750 D4 100

100

2680

1200

4890

4430

100 1595

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

100

D4 750

TOWEL ROD @1500MM HEIGHT AS PER SPECIFICATION.

GRAB BARS @800mm HEIGHT AS PER SPECIFICATION.

TILE UP

350

950

600

1500 TILE DROP

1500

830 150 135 185 500

975

D5 1000

TILE DROP

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

1000

1135

TILE DROP

100

350

600

D4 750

350

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

1000 D5

600

950

1500 100

D4 750

550

1200

V2 230 mm THICK ACC BLOCK EXTERNAL EXTERNALWALL WALLAS ASPER PERSPECS. SPECS.

1725

1625 TILE DROP

715

600

TILE DROP

4890

950

950 300 300 600

950 550

350

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

3255

2400 PHC. TOILET 2.40mX1.80m

470

600 1130 V3 600

100 mm THICK INTERNAL WALL

1200

100 mm THICK INTERNAL WALL

145

1200

1800

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION

450

350

BATH 1.2mx1.5m

470

PLUMBING SHAFT 1.0X1.8M

530

800

750 D4 100

550

GRAB BARS @800mm HEIGHT AS PER SPECIFICATION.

350

600 V3 600

530

TOWEL ROD @1500MM HEIGHT AS PER SPECIFICATION.

450

TILE DROP

1500

750 D4 100

600

FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS.

HAND WASH AREA

600

TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

100

D4 750

350

TILE DROP

3610

TOWEL ROD @1500MM HEIGHT AS PER SPECIFICATION.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

GIRLS TOILET 7.00mX4.80m

350

EWC AS PER SPECS.

2680

1200

ONE WAY BIB COCK @ 750MM HEIGHT AS PER SPECS.

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

100

D4 750

100

350

600

550

230 550

600 1500

950

600

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

DRAWING TOILET DETAILS-01 INTERN'S SCOPE OF WORK & CONTRIBUTION:

7460

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION. 100 mm THICK INTERNAL WALL

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

SUBJECT

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

DRAWING TOILET DETAILS-02 INTERN'S SCOPE OF WORK & CONTRIBUTION:

D1 7460

1500

550

TILE DROP

4890

TILE DROP

550 950

1500

300

1800

1200 300

530

1500

950

100 mm THICK INTERNAL WALL

100 D4 750

50mm thk screed concrete 300 mm sunken slab

350

TILE DROP

350

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

600

Brick bats with 50% of cement mortar 1:5 admixed with water proofing compound

4890

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

350 550

750 D4

100 1500

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

Cement slurry with water proofing cement compound.

950

550

350

950

1500

550

600

TILE DROP

600

750 D4

100

600

PLAN- FIRST FLOOR TB-02

COPING TO DETAIL (Typ.)

1:100

1:50

1200

TYPE

DESCRIPTION

[A+B]SBUA

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

1.5m 1.2m 1.5m 0.6m E9 -

E2 -

E1 -

E10 -

ction brick m ACC 230m per spec. as wall

m thk. 100m ction. proje

1:100

1449 1500

FGL -0.60 M

600

D4 S

300

1500

2100

450

1800 750

480

800 680

1500

1800

SECTION @ 2 1:100

300mm SUNKEN SLAB AS PER SPECS. TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

1.00m line as wide Plinth per detail prote ction E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

FIRM DETAIL:

FRP FLUSH SHUTTER DOOR AS PER SPECIFICATIONS

230 mm THICK ACC BLOCK EXTERNAL WALL

AUTHORIZED SIGNATORY & SEAL :

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

385

600

750

385

GROUND FLOOR +000 M

600

TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

D4 S

1500

450

300

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

600

SECTION @ 1

2100

100 mm THICK INTERNAL WALL

300

450 900

385

300

450 900

385

450 900

300

600

3600

600 560

2100

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

MS louve per detail rs as

600 385

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

1500

FGL -0.60 M

385

GROUND FLOOR +000 M

450

450 800 1050

3175

230 mm THICK ACC BLOCK EXTERNAL WALL INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

300

9000

1800

750

800 680

750

2100

450

600 1500

1500

480

FIRST FLOOR +3.60 M

S S

1800

2100 450

385

9000

300mm SUNKEN SLAB AS PER SPECS. TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

600

3600

300

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

300

Expa nsion strl. detail joint as per s

1500

1500 600 450 900

300

385

450 900

385

450 900

385

100 mm THICK INTERNAL WALL

560

2100

450

800 1050

3175

rs as MS louve per detail

ction

FIRST FLOOR +3.60 M

300

E6 -

prote

300

E8 -

Plinth wide 1.00m per detail line as

300

E4 -

FRP FLUSH SHUTTER DOOR AS PER SPECIFICATIONS

joint nsion ls Expa detai per strl.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

100m m thk. proje ction. wall

wall

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

2 4 75 12 1 45 8 4 103 12 28 142 6

E3 -

prote

TERRACE FLOOR +7.20 M

117.00 0.00 0.00 117.00

Plinth wide 1.00m per detail line as

TERRACE FLOOR +7.20 M

230mm THK. PARAPET WALL AS PER SPECS. 300mm SUNKEN SLAB AS PER SPECS.

2342.59 2019.10 0.00 4361.69

SCHEDULE OF OPENINGS

COPING TO DETAIL (Typ.)

PARAPET +8.40 M

[A]BUILTUP AREA [B]OTHER *

1F (+3.60M) TERRACE TOTAL

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

DETAIL@A

230mm THK. PARAPET WALL AS PER SPECS. 300mm SUNKEN SLAB AS PER SPECS.

actual areas of rafts, slab areas etc

FLOOR

NAME

1: 50

PARAPET +8.40 M

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

RCC slab & beam as per strl. detail

2 SEC

PLAN-GROUND FLOOR TB-02 -

1. MATERIAL SPECIFICATION 2. STANDARDS AND AREA REQUIREMENTS 3. DETAILS OF SUNKEN SLAB.

DT-A TD-01

INDIAN WHITE VITREOUS CHINAORISSA PATTERN W.C

600

550

1500

FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS.

TWO WAY BIB COCK @ 385MM HEIGHT AS PER SPECIFICATION.

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

1:100

600

TILE DROP

950

600

8060

PLAN- GROUND FLOOR TB-02

950 550

TILE DROP

1500

1050

600 600 URINALS

350

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

2 SEC

600 V3

INTERN'S LEARNING:

GRAB BARS @800mm HEIGHT AS PER SPECIFICATION.

1.00m line as wide Plinth per detail prote ction

WHITE VITREOUS CHINA FLAT BACK HALF STALL URINALS

1800

650 TILE UP

600

8060

1500

950 550

TILE DROP

100

4430 2000

750 D4

1645

550 950

TILE DROP

4890

1200 600

TILE DROP

4890

550

TILE DROP

600

530

100 600

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

EWC AS PER SPECS.

BATH 1.2mx1.5m

750

1845

350

750

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

PLUMBING SHAFT 1.0X1.8M

470

100 D4 750

1845

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

TILE DROP

600

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

100 mm THICK INTERNAL WALL

600 V3 600

470

TO DO WORKING DRAWINGS (TOILET DETAILS)

350

600

BOYS TOILET 7.60mX4.80m

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

1200

HAND WASH AREA

350

750 D4 100

BATH 1.2mx1.5m

1000

750

750 D4

1 SEC

350

100

1200

230

300

950

1500

JANITOR 1.2mx1.5m

600

350 550

750 D4 100

350

1625

230m m ACC wall as per brick spec.

350

TILE UP

600 600 URINALS

950

TILE DROP

750 D4 100 600

100 D4 750

1000 D5

745

100 mm THICK INTERNAL WALL

BOYS TOILET 7.60mX4.80m

URINALS 600 600

4890

TILE UP

350

TILE DROP

100

100 D4 750

750 D4

2400 PHC. TOILET 3.00mX1.80m

1500

750

550

750

600

1500

1965

750

600

975

1500

HAND WASH AREA

1845

BATH 1.2mx1.5m

1500

12002300

1000

GRAB BARS @800mm HEIGHT FINGER RAISED WASH BASIN AS PER SPECIFICATION. FINGER RAISED WASH BASIN @ 720MM HEIGHT AS PER SPECS. CHINA ORISSA PATTERN W.C INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

745

350

100

1625

530

1625

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

EWC AS PER SPECS. GRAB BARS @800mm HEIGHT

100 D4 750

100

1200

530

600 V3

300

470

350

2545

100 D4 750

JANITOR 1.2mx1.5m

D5 1000

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

600

750 D4

975

PLUMBING SHAFT 1.0X1.8M

350

100

4890

600

GIRLS TOILET 7.00mX4.80m 1725

600 V3 600

470

DADO TILES OF 300 X 450 mm SIZE AS PER SPECS.

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

1800

300

2400 PHC. TOILET 2.40mX1.80m

650

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION. 975 1000

600

1200

1050

1625

1200

1800

D5 1000

975

1200 100

1955

100 D4 750

230 mm THICK ACC BLOCK EXTERNAL WALL AS PER SPECS.

350

145 1000

950

BATH 1.2mx1.5m

750 D4 100 1500

350

450

100 mm THICK INTERNAL WALL

TILE DROP

JANITOR 1.2mx1.5m

750 D4 100

1500

1600

2000

GIRLS TOILET 7.00mX4.80m

350

1500

750 D4 100

800

100

1500 1200

TILE DROP

TILE DROP TILE DROP

1725

800

1 SEC

350

100

4430

100 D4 750

350

HAND WASH AREA

450

TILE UP

100 D4 750

350

INDIAN WHITE VITREOUS CHINA ORISSA PATTERN W.C

TILE DROP

100 D4 750

600

950

1500

450

600

550

800

550

800

600

550

1500

HAND WASH AREA

450

600 950

600

950

600

950

600

580

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

UNDERCOUNTER WASHBASIN AT HEIGHT 750MM AS PER SPECIFICATION.

SUBJECT FFL SSL

2.10m WIDE CORRIDOR 6190

2050

3210

1.8m WIDE RAMP 1:12

FFL SSL

1.8m WIDE RAMP 1:12

DRAWING TOILET DETAILS-02 INTERN'S SCOPE OF WORK & CONTRIBUTION:

1325

6190

1.36m

+0.72m +0.67m

1200

2.10m WIDE CORRIDOR

8050

+2.90m +2.85m

1200

FFL SSL

3210

+0.05m +000m

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

1. TO DO WORKING DRAWINGS (RAMP DETAILS)

RD-01 -

7.86m

1565

CUT OUT

1200

1.8m WIDE RAMP 1:12

1200

1.8m WIDE RAMP 1:12

1565

7.86m

1565

INTERN'S LEARNING:

FFL SSL

1.8m WIDE RAMP 1:12

+2.56m +2.51m

1200

UP W1

UP FFL SSL

1. UNDERSTANDING THE STRUCTURAL PART. 2. RAMP RATIO AND STANDARDS.

+1.06m +1.01m

22.35m

GROUND FLOOR PLAN RD-01 1:120

FFL SSL

2.10m WIDE CORRIDOR 6190

3210

+0.05m +000m

2.10m WIDE CORRIDOR

2050

3210

1325

6190

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the actual areas of rafts, slab areas etc

8050

1200

1.8m WIDE RAMP 1:12

FFL SSL

1.8m WIDE RAMP 1:12

1.36m

+0.72m +0.67m

1200

+2.90m +2.85m

FLOOR

117.00 0.00 0.00 117.00

[A+B]SBUA

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

SCHEDULE OF OPENINGS

7.86m

1565

NAME

1565

1200

1.8m WIDE RAMP 1:12

1565 1200

1.8m WIDE RAMP 1:12

1565

7.86m

CUT OUT

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

RD-01 -

[A]BUILTUP AREA [B]OTHER *

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

TYPE

DESCRIPTION

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

2 4 75 12 1 45 8 4 103 12 28 142 6

1.5m 1.2m 1.5m 0.6m -

FFL SSL

E3 E9 -

E1 -

E10 -

m thk. 100m ction. proje 100m m thk. proje ction. wall

wall E8 -

Expa nsion strl. detail joint as per s

E4 -

joint nsion ls Expa detai per strl.

22.35m

FIRST FLOOR PLAN RD-01

Plinth wide 1.00m per detail line as

E6 -

ction

prote

1:120 rs as MS louve per detail

1.00m line as wide Plinth per detail prote ction

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

MS louve per detail rs as

300

G.I sheet roofing of slope 1:10 with purlins 1.5m c/c.

E5 -

1950

FIRM DETAIL:

1200

1200mm height parapet wall with MS railing.

750

1200mm height parapet wall with MS railing.

AUTHORIZED SIGNATORY & SEAL : MIDLANDING-05 +3.60M

575

3600

RCC Slab & beam as per as per strl. detail.

GROUND FLOOR +000 M

1200mm height parapet wall with MS railing.

RCC Waist Slab as per strl. detail

MIDLANDING-04 +2.90M MIDLANDING-03 +2.90M

RCC Slab & beam as per as per strl. detail.

RCC Waist Slab as per strl. detail MIDLANDING-02 +1.06M MIDLANDING-01 +0.72M

1200

126

380

3600

2550

7500

FIRST FLOOR +3.60 M

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

900

TERRACE FLOOR +7.20 M

SECTION @RD-01 1:120

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

E2 -

1.00m line as wide Plinth per detail prote ction

+1.06m +1.01m

230m m ACC wall as per brick spec.

FFL SSL

1200

brick m ACC 230m per spec. as wall

1.8m WIDE RAMP 1:12

+2.56m +2.51m

ction

FFL SSL

prote

Plinth wide 1.00m per detail line as

1200

230mm thk. parapet wall as per specs.

DRAWING DETAILS INTERN'S SCOPE OF WORK & CONTRIBUTION:

RCC Lintel as per strl. detail.

CC platform as per strl. detail. 18MM Thk external plastering

Raised platform SSL- G.Floor

FGL -0.60M

230mm thk. wall as per specs. 18MM Thk external plastering

12MM Thk internal plastering

RR Masonary as per STRL. detail

575 775 150 900 50

230mm thk. wall as per specs. 12MM Thk internal plastering PCC as per specs.

FGL -0.60M

TYPICAL DETAIL ed-03

NTS

CC platform as per strl. detail.

18MM Thk external plastering CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the

NTS

actual areas of rafts, slab areas etc

Plinth protection as per specs.

FGL -0.60M

RR Masonary as per STRL. detail

TYPICAL DETAIL ed-02

1. ELEVATION PROFILE SECTIONS 2. AREA REQUIREMENTS & STANDARDS.

RCC Lintel as per strl. detail.

SSL- G.Floor

Plinth protection as per specs.

RR Masonary as per STRL. detail

NTS

CC platform as per strl. detail.

18MM Thk external plastering

RCC Beam as per strl. detail.

150

RCC Lintel as per strl. detail.

PCC as per specs.

CC platform as per strl. detail.

18MM Thk external plastering

775

RCC Slab as per strl. detail.

TYPICAL DETAIL ed-04 NTS

FLOOR

[A]BUILTUP AREA [B]OTHER * 2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

117.00 0.00 0.00 117.00

[A+B]SBUA

FLOOR HT.

2459.59 2019.10 0.00 4478.69

3.60 3.60 0.00

SCHEDULE OF OPENINGS NAME MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

8160

TYPE

DESCRIPTION

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

1.5m 1.2m 1.5m 0.6m E9 -

Plinth wide 1.00m per detail line as

7000

prote

E2 -

E1 -

E10 -

230m m ACC wall as per brick spec.

m thk. 100m ction. proje

2000

brick m ACC 230m per spec. as wall

1.00m line as wide Plinth per detail prote ction

ction

100m m thk. proje ction. wall

wall E8 -

Expa nsion strl. detail joint as per s

joint nsion ls Expa detai per strl.

E4 -

1120

500

1120

500

1120

E6 -

MS louve per detail rs as

450

rs as MS louve per detail

550

SE-01 -

E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN,NIZAMABAD-TELENGANA

600 PIN UP BOARD

CEMENT CONCRETE CHALK BOARD 300X140

DRAWING & CHART

GROUND FLOOR +000 M

900

FGL -0.60 M

TYPICAL CLASSROOM DETAIL 1:75

AUTHORIZED SIGNATORY & SEAL :

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

600

450

600

550

600

450

1500

550

1400

3600

450

1375

1500

450

FIRM DETAIL:

550

7000

1.00m line as wide Plinth per detail prote ction

ction

prote

500

Plinth wide 1.00m per detail line as

1120

2 4 75 12 1 45 8 4 103 12 28 142 6

E3 -

CHALK BOARD

PIN UP BOARD

TO DO WORKING DRAWINGS (ELEVATION PROFILE SECTION, TYPICAL CLASSROOM DETAILS)

INTERN'S LEARNING:

SSL- 1st Floor +3.60M

RCC Beam as per strl. detail.

1150

18MM Thk external plastering

230mm thk. wall as per specs. 12MM Thk internal plastering

SSL- G.Floor

Plinth protection as per specs.

FGL -0.60M

TYPICAL DETAIL ed-01

CC platform as per strl. detail.

RCC Lintel as per strl. detail.

575

RCC Slab as per strl. detail.

RCM Shelves

115mm thk. wall as per specs. 12MM Thk internal plastering

1450

SSL- 1st Floor +3.60M

RCC dropwork as per strl. detail.

RCC Lintel as per strl. detail.

900

RCC Slab as per strl. detail.

RCC Beam as per strl. detail.

SSL- 1st Floor +3.60M

775

RCC Beam as per strl. detail.

12MM Thk internal plastering

300 100 100 775

600

18MM Thk external plastering

230mm thk. wall as per specs.

SSL- Terrace +7.20M

RCC Beam as per strl. detail.

575

Raised platform

RCM Shelves

50 150 600 775

CC platform as per strl. detail.

RCC Slab as per strl. detail.

50 150 600 775

300 750 775

RCC dropwork as per strl. detail.

775

115mm thk. wall as per specs.

Plinth protection as per specs.

230mm thk. parapet wall as per specs.

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

TYPICAL SECTION OF CLASSROOM @ 01 1:75

WORKING DRAWING

SSL- G.Floor

230mm thk. parapet wall as per specs.

1450

PCC as per specs.

SUBJECT

775

12MM Thk internal plastering

1500 150 775 450

230mm thk. wall as per specs.

Coping to detail (Typ.)

SSL- Terrace +7.20M

750

600

RCC Slab as per strl. detail.

RCC Lintel as per strl. detail.

12MM Thk internal plastering SSL- 1st Floor +3.60M

SSL- Terrace +7.20M

100 100 775

230mm thk. wall as per specs.

RCC Beam as per strl. detail.

775 450

RCC Slab as per strl. detail.

1500 150

SSL- Terrace +7.20M

Coping to detail (Typ.)

1150

230mm thk. parapet wall as per specs.

Coping to detail (Typ.)

SUBJECT 2000 EQ

DRAWING 1000 650

SSL

300

FFL SFL

750

Pressed Steel Frame as per specifications

1050

750

Brass 100mm Mortice latch and lock as per speceifications Stainless steel butt hinge as per specifications Fixing adjustable lugs as per specification Aluminium hanging Door stopper as per specification

FFL

SSL

INTERN'S LEARNING: 1.

600

100MM LONG 15x3MM M.S. LUGS INSERTED IN 150X100X100MM CC POCKET (1:3:6)

SHUTTER GLAZED BAR (T2 SECTION)

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as,

1500

100MM LONG 15x3MM M.S. LUGS INSERTED IN 150X100X100MM CC POCKET (1:3:6)

the actual areas of rafts, slab areas etc

WINDOW (1500X1200) -W1 Scale: 1:20

SFL

VENTILATOR (1200X600) -V1 Scale: 1:20

FFL

(1200X900) -V2 Scale: 1:20

SFL

FFL

NAME

(6000X600) -V3 Scale: 1:20

30 15

1000

PHC TOILET DOOR (1050X1200) -D6

1.5M

WIDE SLOPE RAMP 1:12

RAMP WIDE 1.5M 1:12 SLOPE

E8 -

200

TYPICAL DETAIL OF FRP DOOR @3 1200

TYPICAL DETAIL OF PRESSED STEEL FRAME DOOR @2

E6 -

rs as MS louveil per deta

NTS

+2100mm E5 -

E7 -

PROJECT KENDRIYA VIDYALAYA SANGATHAN SCHOOL,NIZAMABAD-TELENGANA

NTS

FIRM DETAIL: PLASTER LINE 10MM SQ.MS GUARD BARS (2 NOS. )

OUTSIDE

WINDOW FRAME F7D SECTION

SHUTTER FRAME F7D SECTION

5.50MM THICK FLOAT GLASS

EXPANDED METAL MESH T2 SEC. FRAME (IN ELEV.)

MULLION F4B SECTION Shutter frame t-2 section

PUTTY

INSIDE

OUTER FRAME (OF EZ 7 SEC.) T2 SEC. GLAZED BAR (IN ELEV.)

OUTSIDE

FG INTERN'S INFORMATION :

MS FLAT(10X3MM THK.) WELDED TO ACCOMMODATE FLYPROOF MESH

FFL SSL

OUTER FRAME (OF EZ 7 SEC.)

15mm thick cement plaster on Internal surface of wall

5.5mm thk. float glass

230mm thick ACC brick wall Pressed steel Frame

INSIDE CC POCKET (150X100X100)

AUTHORIZED SIGNATORY & SEAL :

5.50MM THK FLOAT GLASS PUTTY

Putty

INSIDE

SHUTTER FRAME F7D SECTION

Aluminium frame as per specifications

T2 SEC. HORIZONTAL

OUTSIDE

PUTTY

2100

PLASTER LINE

992

5.50mm thick float glass

OUTSIDE

992

5.50mm thick float glass

WALL

18mm thick cement plaster on External surface of wall

100MM LONG 15x3MM M.S. LUGS

DETAILED SECTION @A NTS

DETAILED SECTION @ B NTS

DETAILED SECTION @ C NTS

2 4 75 12 1 45 8 4 103 12 28 142 6

E10 -

E4 -

Mortar Guard as per specifications

E1 -

ction h prote Plint l m wide 1.00 per detai line as

Mortar Guard as per specifications

E2 -

joint nsion ils Expa deta per strl.

Filled with wooden block 2mm thk. FRP Laminate

wall

NTS

1.5m 1.2m 1.5m 0.6m -

m thk. . 100m ction proje

NTS

brick m ACC . 230m per spec as wall

TOILET DOOR (1000X1200) -D5

E9 -

ction

NTS

SIZE(WxH) SILL Ht. QTY.

2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

E3 -

h prote Plint m wide detail 1.00 per line as

TOILET DOOR -D4

DESCRIPTION

Pressed Steel Door Frame (Profile - B) 105x60x1.60mm thk.)

TYPE

DETAILED SECTION @ 1 NTS

FIXED WINDOW(1200X2100) NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781

INSTITUTIONAL SEAL :

WORKING DRAWING

SFL

FFL

Door Shutter

3.60 3.60 0.00

MS louve per deta rs as il

OUTSIDE 1000

2459.59 2019.10 0.00 4478.69

1.00 m line as wide Plint per deta h prote ction il

FFL

750

117.00 0.00 0.00 117.00

SCHEDULE OF OPENINGS FFL

MS Plate as per specifications

D5 INSIDE

2342.59 2019.10 0.00 4361.69

1F (+3.60M) TERRACE TOTAL

Nut as per specification

[A]BUILTUP AREA [B]OTHER * [A+B]SBUA FLOOR HT.

FLOOR

MULLION (F4B SECTION)

SFL

SSL

100MM LONG 15x3MM M.S. LUGS INSERTED IN 150X100X100MM CC POCKET (1:3:6)

Fixed glass as per specs

230m wall m ACC as per brick spec .

Fixing adjustable lugs as per specification Aluminium hanging Door stopper as per specification

Fixed glass as per specs

MS Steel Frame as per specs

100m proje m thk. wall ction .

SFL

600

EQ 1

1.00 m line as wide Plint per deta h prote ction il

FFL

B SH

MS Steel Frame as per specs

5.50MM THICK FLOAT GLASS

Brass 100mm Mortice latch and lock as per speceifications Stainless steel butt hinge as per specifications

1000

MS Hold Fast as per specification

NTS

900

FRP Door Frame as per specifications

300

FFL

SHUTTER FRAME (F7D SECTION)

Pressed Steel Frame (Profile-'B') as per specifications

SINGLE SHUTTER DOOR (900X1200)-D3

1200 EQ

1500 EQ

750

900

1000

125mm Anodised MS Butt hinges as per specification

30mm thk. Flush door shutters core of block board construction with frame of 1st class hardwood and 3ply veneering with vertical grains on both sides of shutters

Aluminium hanging Door stopper as per specification SFL

EQ STANDARD STEEL FRAME (F7D SECTION)

2100

CH = 2100

SH = 1985

750 750

1000

1100

2100

Aluminium handle as per specifications Aluminium sliding door bolts as per specifications

NTS

Pressed Steel Frame as per specifications

SINGLE SHUTTER DOOR (1000X1200)-D2

1200

1200 EQ

FRP Flush Shutter as per specifications

90x45mm FRP door frame as per specifications.

NTS

300

Tower bolt as per specification

30mm thk. FRP flush door Shutteras per specifications 3

DOUBLE SHUTTER DOOR (1000X2100)-D1

1000

1000 300X10mm Aluminium tower bolt as per specifications

NTS

900

1000

1200

DOUBLE SHUTTER DOOR (1500X2400)-MD1

650 1000

600

750

350

2. 3.

600

NTS

1526

DIFFERENT TYPES OF MATERIALS AND SPECIFICATIONS. FIXING DETAILS JOINERY DETAILS OF FRP DOORS & STEEL DOORS.

DOUBLE SHUTTER DOOR (2000X2400)-MD

MS Hold Fast as per specification Aluminium hanging Door stopper as per specification

FFL

1500

125mm Anodised MS Butt hinges as per specification Brass 100mm Mortice latch and lock as per speceifications

750

2000

CH = 2100

TO DO WORKING DRAWINGS (JOINERY DETAILS)

SH = 1985

2100 750

Aluminium hanging Door stopper as per specification Stainless steel butt hinge as per specifications

MD1

Aluminium tower bolt Flush door shutters core of block board construction with frame of 1st class hardwood and 3ply veneering with vertical grains on both sides of shutters

30mm thk. Flush door shutters core of block board construction with frame of 1st class hardwood and 3ply veneering with vertical grains on both sides of shutters Vision Panel as per specifications Pressed Steel Frame (Profile-'B') as per specifications

VISION PANEL

1000

1500

Brass 100mm Mortice latch and lock as per speceifications

300

Dash fasteners as per specifications

300

Aluminium door shutter frame as per specifications

Fixing adjustable lugs as per specification 750

1000

FFL

SFL

Vision Panel as per specifications Pressed Steel Frame (Profile-'B') as per specifications

300X10mm Aluminium tower bolt as per specifications 300

Dash fasteners as per specifications

VISION PANEL

1000

2100

Stainless steel Hinges as per specifications

Aluminium door shutter frame as per specifications

750

Aluminium snap beading as per specifications 125mm Aluminium Handle as per specifications 5.50mm thk. float glass panes as per specifications

900

Stainless steel Hinges as per specifications

1000

900

2400

Aluminium snap beading as per specifications 125mm Aluminium Handle as per specifications 5.50mm thk. float glass panes as per specifications

300

Aluminium door frame as per specifications

2100

Aluminium door frame as per specifications

300

900

1150

Aluminium door shutter frame as per specifications FG

300X10mm Aluminium tower bolt as per specifications 35mm thk. Flush door shutters core of block board construction with frame of 1st class hardwood and 3ply veneering with vertical grains on both sides of shutters

300

Aluminium door shutter frame as per specifications

INTERN'S SCOPE OF WORK & CONTRIBUTION

1000

750

350

300

1500 EQ

JOINERY DETAILS JD-01

Expa nsion strl. deta joint as per ils

KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

T1 T5 T4

NAME

T5 T4

14.

MATH LAB T1 T5 T4

15. ACTIVITY ROOM T1 T5 T4

16. RESOURCE ROOM T1 T5 T4

23.

21. PRINCIPAL ROOM T2 T5 T4

PRINCIPAL ROOM TOILET T1 T5 T4

T1 T5 T4

24.

RAMP T1 T5 T4

TOILETS T1 T5 T4

25.

ANTE ROOM

26.

FOOTPATH

27.

TERRACE T1

MD MD1 D1 D2 D3 D4 D5 D6 V1 V2 V3 W1 FW

T5 T4

1 SCHEDULE OF FINISHES

NTS B

18.92M

PROJECT KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD-TELENGANA 2.0M

WIDE

GREEN

10.99M

22.

GEN ROOM T1 T5 T4

TYPE

T5 T4

STRIP

14.73M

3a TOT-LOT-2 372.57 Sq.M. 0.89%)

EN EX T IT

E 2.0M

12 16

PARKING AREA

2a 13

FLAGPOST STAGE

TOT-LOT-1 3825.26 Sq.M. (9.14%)

1 8

8 ENS E GRE34.33M WID

5 1M

25.9

20.

STORE ROOM 41.93M

19.

COMPUTER ROOM T1

[A]BUILTUP AREA [B]OTHER * 117.00 0.00 0.00 117.00

DESCRIPTION 2.00mX2.40m 1.50mX2.40m 1.00mX2.10m 1.00mX2.10m 0.90mX2.10m 0.75mX2.10m 1.00mX2.10m 1.05mX2.10m 0.60mX1.2m 0.90mX1.2m 0.60mX0.60m 1.5mX1.2m 1.2mX2.1m

8 ASSEMBLY AREA

1.5m 1.2m 1.5m 0.6m -

3 46.72M

WIDE

4 GREE

NSTR IP

A GARAGE

PROPOSED MULTIPURPOSE HALL

19 21.81M

G 17PHC PARKING

24.31M

2.0M

TRIP

7.92 M

25.43M

38.27 M

40.83M

24.07M

2.38M

FIRM DETAIL:

AUTHORIZED SIGNATORY & SEAL :

INTERN'S INFORMATION :

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

WORKING DRAWING

BIOLOGY LAB

14.25M

11. 1F (+3.60M) TERRACE TOTAL

19.93M

T5 T4

53.19M

T1 2342.59 2019.10 0.00 4361.69

2.0M WIDE GREENSTRIP

PHYSICS LAB

AREA

10.

Y PLAY

LIBRARY

13.

FLOOR

T5 T4

26.2

CHEMISTRY LAB

10.4

T5 T4

1. CONTRACTOR TO CHECK AND VERIFY ALL FINISHES/ SPECIFICATIONS FROM BILL OF QUANTITIES BEFORE EXECUTION OF WORK

BLO

TR IP

PRO (PHA POSED SE-1 SCH ) OOL

GR EE

STAFF ROOM

NOTES:

WID

8. PROVIDING AND FIXING M.S. GRILLS/RAILINGS OF REQUIRED PATTERN INCLUDING PRIMING COAT WITH APPROVED STEEL PRIMER ALL COMPLETE. FIBER GLASS REINFORCED PLASTIC (FRP) DOOR FRAMES OF CROSS-SECTION 90 MM X 45 MM 30 MM THICK FIBERGLASS REINFORCED PLASTIC (F.R.P.) FLUSH DOOR SHUTTER MADE OF 3MM THICK FRP LAMINATE ALL AROUND, WITH SUITABLE WOODEN BLOCKS INSIDE AT REQUIRED PLACES FOR FIXING OF FITTINGS AND POLYURETHANE FOAM (PUF) TO BE USED AS FILLER MATERIAL THROUGHOUT THE HOLLOW PANEL.

30MM THK FLUSH DOOR SHUTTERS NON-DECORATIVE TYPE, CORE OF BLOCK BOARD, COMMERCIAL 3 PLY VENEERING WITH VERTICAL GRAINS OR CROSS BANDS. PROVIDING AND FIXING FACTORY MADE ISI MARKED STEEL GLAZED DOORS, WINDOWS AND VENTILATORS.

KOTA STONE SLAB FLOORING OVER 20 MM THK LAID & JOINTED WITH GREY CEMENT SLURRY MIXED, INCLUDING RUBBING AND POLISHING COMPLETE WITH BASE OF CEMENT MORTAR 1 : 4 PROVIDING AND LAYING CERAMIC GLAZED FLOOR TILES OF SIZE 300X300 MM OF 1ST QUALITY. PROVIDING AND LAYING ANTI SKID CERAMIC GLAZED FLOOR TILES OF SIZE 300X300 MM OF 1ST QUALITY. 10 MM THICK ACID AND/OR ALKALI RESISTANT TILES OF APPROVED COLOUR USING ACID AND/OR ALKALI RESISTING MORTAR BEDDING. CHEQUERRED PRECAST CEMENT CONCRETE TILES 62 MM THICK JOINTED WITH NEAT CEMENT SLURRY INCLUDING RUBBING AND CLEANING ETC. COMPLETE, ON 20MM THICK BED OF CEMENT MORTAR 1:4 KOTA STONE SLABS 20 MM THICK LAID ON 12 MM THICK CEMENT MORTAR 1:3 FOR RAISERS OF STEPS, SKIRTING JOINTED WITH GREY CEMENT SLURRY INCLUDING RUBBING AND POLISHING COMPLETE. 1ST QUALITY CERAMIC GLAZED WALL TILES IN DADOS OVER 12 MM THICK BED OF CEMENT MORTAR 1:3 AND JOINTING WITH GREY CEMENT SLURRY LAYING BRICK BATS WITH MORTAR OVER 20 MM THICK LAYER OF CEMENT MORTAR OF MIX 1:5 (1 CEMENT :5 COARSE SAND) ADMIXED WITH WATER PROOFING COMPOUND. APPLYING A SLURRY COAT OF NEAT CEMENT WITH WATER PROOFING COMPOUND OVER THE RCC SLAB INCLUDING ADJOINING WALLS UPTO 300 MM HEIGHT INCLUDING CLEANING THE SURFACE BEFORE TREATMENT. PROVIDING AND FIXING PRESSED STEEL DOOR, WINDOW, &VENTILATORS FRAMES.

62 MM THICK CEMENT CONCRETE FLOORING WITH CONCRETE HARDENER TOPPING.

ALL EXPOSED STEEL SURFACES

18 MM CEMENT PLASTER IN TWO COATS UNDER LAYER 12 MM THICK CEMENT PLASTER 1:5 FINISHED WITH A TOP LAYER 6 MM THICK CEMENT PLASTER 1:6 (EXTERNAL) ALL EXTERNAL PLASTER SURFACES INTERNAL FACES OF WALLS ABOVE SKIRTING, JAMBS, SILL, SOFFITS, SIDE SHELVING, PLATFORM ETC... ALL EXPOSED WOODEN SURFACES

15 MM CEMENT PLASTER ON THE ROUGH SIDE OF SINGLE OR HALF BRICK WALL OF MIX (INTERNAL) OF 1:4 (CEMENT FINE SAND)

POLISHING ON BOTH SIDE OF WOOD WORK (ONE OR MORE COAT).

6M WIDE

T5 T4

2.0 M

42.9

WAY

OFFICE PAINTING WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND MANUFACTURE OF REQUIRED COLOUR TO GIVE AN EVEN SHADE

L DRIVE INTERNA

7. T4

E WAY

T5 T4

L DRIV

RNA

ALL CLASSROOMS WATER THINNABLE CEMENT PRIMER PREMIUM ACRYLIC SMOOTH EXTERIOR PAINT WITH SILICONE ADDITIVES OF REQUIRED SHADE

PRIMAR

18.

ART ROOM

WID E INTE

17.

12. MEDICAL ROOM

32.87

T5 T4

T3 A. B.

WHITE CEMENT BASED PUTTY

AD MA

STAIRCASE T2

25.31M

5. B.

9.49M

64.4 6M MA IN

T5 T4

T1 A.

2.0M WIDE GREENSTRIP

1. DESCRIPTION OF SURFACE FINISHES 2.

4.83M

CORRIDORS JOINERY

3.83M

T5 T4

34.40M

4. T5 T4

WATER PROOFING

35.81M

47.30M

2.0M WIDE GREENSTRIP

PORTICO

DADOING

5.96M

53.39M

3. T2

SKIRTING

TRIP

ENTRANCE LOBBY

40.82M

2. FLOORING

GREENS

ENTRANCE STEPS FINISHES

ROAD

1. SUPER STRUCTURE

MAIN

ROOM NAMES R.C.C.WORKS FOR COLUMNS, BEAMS, PLINTH, CHAJJAS, STAIRCASE LANDING AND RCC BAND AT SILL AND LINTEL LEVEL. PROVIDING AND LAYING AUTOCLAVED AERATED CEMENT BLOCKS MASONRY WITH 100MM/150MM/230MM/300 MM THICK AAC BLOCKS IN SUPER STRUCTURE ABOVE PLINTH LEVEL UP TO FLOOR II LEVEL APPROVED BLOCK LAYING POLYMER MODIFIED ADHESIVE MORTAR ALL COMPLETE AS PER DIRECTION OF ENGINEERIN-CHARGE. 12 MM CEMENT PLASTER OF MIX (CEILLING) OF 1:4 (CEMENT & FINE SAND)

FOUNDATION WALLS PLASTERING

2.0M WIDE

S.NO. RCC FOUNDATION OF ISOLATED/COMBIED FOOTING.

NPCC-KENDRIYA VIDYALAYA SANGATHAM -SCHEDULE OF FINISHES (SCHOOL BUILDING)

SUBJECT KENDRIYA VIDYALAYA SANGATHAN, NIZAMABAD

DRAWING SCHEDULE OF FINISHES INTERN'S SCOPE OF WORK & CONTRIBUTION: TO DO WORKING DRAWINGS. TO CHECK WITH MATERIALS AND SPECIFICATIONS.

THREE OR MORE COAT OF WHITE WASHING WITH LIME TO GIVE AN EVEN SHADE

1ST QUALITY ACRYLIC DISTEMPER (READY MIXED) REQUIRED SHADE AND COLOUR

ACRYLIC EMULSION PAINT OF APPROVED BRAND.

INTERN'S LEARNING: LISTED DOWN ALL THE MATERIALS AND SPECIFICATIONS USED IN DIFFERENT SPACES.

2. MATERIALS TO BE USED SHOWN AS

CONSTRUCTION AREAS(sqm): *May vary with structural areas such as, the actual areas of rafts, slab areas etc

[A+B]SBUA FLOOR HT.

2459.59 2019.10 0.00 4478.69 3.60 3.60 0.00

SCHEDULE OF OPENINGS SIZE(WxH) SILL Ht. QTY. 2 4 75 12 1 45 8 4 103 12 28 142 6

KENDRIYA VIDYALAYA SANGATHAN SCHOOL

VERTICAL CIRCULATION

CLASSROOMS

ADMIN AREA

FRONT VIEW

TYPICAL NORTH AND SOUTH SIDE ELEVATION

CLASSROOMS

VERTICAL CIRCULATION

SUBJECT

WATER AUDIT DEPARTMENT, ELLURU & CHITOOR 2.85 0.90

VISION PANEL

SECOND F. FFL +6.6M

WORKSTATION

3.60

VISION PANEL

STORAGE

VISION PANEL

WORK -INSPECTOR GR

VISION PANEL

RECORD ROOM

DATA CENTRE

STORAGE ROOM

ELEVATION AS PER DETAIL

LIFT SHAFT VISION PANEL

VISION PANEL

RECEPTION

FIRST F. FFL +3.0M

STILT FLOOR PLAN

DEPUTY DIRECTOR

ASST. DIRECTOR TOILET TOILET

0.15

3.00

ANTE ROOM

TO DESIGN WATER AUDIT DEPARTMENT ACCORDING TO GIVEN REQUIREMENTS.

3.60

THIRD F. FFL +10.2M

VISION PANEL

DATA CENTRE

3.60

0.90

VISION PANEL

3.60

VISION PANEL

THIRD F. FFL +10.2M

TOILET

TERRACE F. FFL +13.8M

13.80

3.75 2.85 0.90

TERRACE F. FFL +13.8M

WORK-INSPECTOR GR

13.80

DRAWING CONCEPTUAL PLANNING INTERN'S SCOPE OF WORK & CONTRIBUTION:

STAIRCASE HEADROOM +17.55M

MACHINE ROOM

3.60

- ELLURU & CHITOOR - WATER AUDIT DEPARTMENT, VIJAYAWADA TYPOLOGY - OFFICE BUILDING TOTAL SITE AREA - 478.1 SQ.M TOTAL BUILD UP AREA - 739.05 SQ.M NO.OF USERS - 25-30 USERS PROPOSED BUILDING - DISTRICT DATA CENTRE ESTIMATION OF PROJECT - 2 CRORES

0.30

LOCATION CLIENT NAME

WATER AUDIT DEPARTMENT, ELLURU & CHITOOR

STORAGE ROOM

CAR PARKING

1.60

CAR PARKING

6.5M WIDE NORTH SIDE ROAD

SECTION @ S1

1:200

SECTION @ S2 INTERN'S LEARNING:

1:200

ENTRANCE

3.00

1. WORKED ON CONCEPTUAL PLANNING AND SECTIONS.

10.00

DRILLING SUPERVISOR 3MX 3.10M

TECH. ASST. (HG) 3M X3.10M

CONFERENCE 5.85MX 3.40M

DRILLING SUPERVISOR 3MX3.10M

FIRM DETAIL:

TECH. ASST. (GP) 3M X 3.10M

STORAGE

ASST. ENGINEER 5.85M X3.45M 2 NOS.

STORAGE

ASST. GEOPHYSICIST 2.75M X 3.10M

ASST. DRILLER 3MX3.10M

ANTI ROOM 3.15M X2.50M

TOILET TOILET 1.5MX1.2M 1.5MX1.2M

ASST. DIRECTOR 4.8MX 2.8M

STORAGE ROOM 4.75MX 1.88M

WORKSTATION 5.10MX4.75M 6 NOS.

RECORD ROOM 3.35M X 3M

WORK -INSPECTOR GR 4.70MX4.20M 3 NOS.

W1 W2

5.00

AUTHORIZED SIGNATORY & SEAL :

DATA CENTRE 4.75MX4.2M D3

DEPUTY DIRECTOR 4.75MX 3.75M

PROJECTOR SCREEN

STORAGE

22.50

SUPERINTENDENT 2,60MX3.40M W2

27.32

LADIES TOILET 1.20MX 1.50M

LOBBY

PROJECTOR SCREEN

10.00

HAND WASH

DINING ROOM

TECH. ASST. (H) 3MX 3.10M

2.50

LIFT SHAFT 2M X 2M

CAR PARKING AREA 133 SQ.M

GENTS TOILET 1.20MX1.50M

STORAGE

JUNIOR TECH.ASST. 2.60MX3.10M

STORAGE

ASST. GEOPHYSICIST 2.75M X 3.10M

ASST. HYDROGEOLOGIST 4.25M X 4.70M 4 NOS.

DRINKING WATER 1.30MX 1.50M

LADIES TOILET 1.20MX 1.50M

LIFT LOBBY

LOBBY

ASST. HYDROLOGIST 2.60MX3.10M

LOBBY

STORAGE

DRINKING WATER 1.30MX 1.50M

LIFT SHAFT 2M X 2M

HAND WASH

RECEPTION V2

LADIES TOILET 1.20MX 1.50M

CLEANERS ROOM 2.10M X 2.70M

HAND WASH

STORAGE 2.2M X4.05M

WATCH MAN ROOM 3.20M X 2.25M

LIFT LOBBY

GENTS TOILET 1.20MX1.50M

LIFT SHAFT 2M X 2M

CLEANERS ROOM 2.10M X 2.70M

LANDING 1.35M WIDE

GENTS TOILET 1.20MX1.50M

LIFT LOBBY

LANDING 1.35M WIDE

LIFT SHAFT 2M X 2M

TECHNICAL ROOM 2M X 3.2M

BATHROOM 2M X 1M

LANDING 1.35M WIDE

LIFT LOBBY 3M X 2.57M

2.50

17.50

STILT FLOOR PLAN WITH SITE NTS

FIRST FLOOR PLAN NTS

SECOND FLOOR PLAN NTS

THIRD FLOOR PLAN NTS

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT IRRIGATION DEPARTMENT BLOCK B&C,

IRRIGATION DEPARTMENT - BLOCK B&C

VIJAYAWADA

LOCATION - ADJACENT TO CM CAMP OFFICE, VIJAYAWADA CLIENT NAME - IRRIGATION DEPARTMENT, VIJAYAWADA TYPOLOGY - OFFICE BUILDING TOTAL SITE AREA - 24888.1sqm (6 acres 15 cents) TOTAL BUILD UP AREA - 17,769 SQ.M NO.OF USERS - 25-30 USERS PROPOSED BUILDING - IRRIGATION DEPARTMENT - BLOCK B&C PARKING AREA 33%(OF BUA) REQUIRE (INCLUDING VISITORS PARKING): 5863.90 sqm PARKING AREA PROVIDED: 5870.0 sqm

DRAWING SECTIONS INTERN'S SCOPE OF WORK & CONTRIBUTION:

SEVENTH F. FFL

EWAY

PARKING AREA

C.C. Fins of 115mm THK.

1550

4100 600

600

1:50 SLOPE

9.8

GROUND F. LVL ENTRANCE GROUND F. LVL

P.H.C.

PLUMBING SHAFT 1.2mX5.60m

W.C. GENTS TOILET 2.80mX 6.00

MS BOX SECTION GRID

W.C.

C.C. Fins of 115mm THK.

600

C.C. Fins of 115mm THK.

ENTRANCE/RECEPTION/ WAITING AREA 24.0m X16.55m

900

CHIEF EXECUTIVE

THIRD F. FFL

600

11.25m

DINING (FEMALE) 9.90m X8.00m

1310

8.4

OFFICE

3000

2400 900 2100

525

LIFT CAPACITY -10

2100

3300

2100

600

CUT-OUT IN ALL FLOORS

WINDOW

RECORD ROOM

+7.50m

EXECUTIVE ENGINEER

230mm BRICK WALL BEAM AS PER STRUCTURES

1950

2100

600

1 UP

GENTS TOILET

CUT-OUT ABOVE LANDSCAPED COURTYARD

NEW BUILDING

FFL -0.45m TOILET 2.20X3.25

1 UP

FFL -0.90m

6.0m WIDE DRIVEWA

NGL -1.45m

GROUND F. FFL

ROAD LVL AT ENTRANCE ROAD LVL / FFL -0.45m -0.90m

ROAD LVL -0.9m

GROUND FLOOR

ROAD LVL -0.9m

2100 D3

DINING (MALE)

BREAK-OUT AREA

1000mm WIDE PLINTH PROTECTION WITH 100mm SAND FILLING

LANDSCAPE

NGL -1.45m

DESCRIPTION

SIZE(WxH)

MD D2 D3 D4 D5 FD TD W1 W2 W3 W4 V1 V2 FG

Double shutter Main Door Double Shutter door Single Shutter door Toilet Door (Normal) PHC Toilet Door FIRE EXIT DOOR TERRACE DOOR Sliding Window Sliding Window Sliding Window Sliding Window Ventilator Ventilator Fixed glass

1.80mX2.40m 1.50mX2.40m 0.90mX2.40m 0.75mX2.10m 1.05mX2.40m 1.20mX2.10m 0.90mX2.40m 3.0mX2.10m 2.40mX2.10m 1.80mX2.10m 1.20mX2.10m 1.50mX0.6m 0.60mX0.6m

NAME

DESCRIPTION

SIZE(WxH)

MD D3 FD TD W1 W2 W3 W4 V2 FG

Double shutter Main Door Single Shutter door FIRE EXIT DOOR TERRACE DOOR Sliding Window Sliding Window Sliding Window Sliding Window Ventilator Fixed glass

1.80mX2.40m 0.90mX2.40m 1.20mX2.10m 1.20mX2.40m 3.0mX2.10m 2.40mX2.10m 1.80mX2.10m 1.20mX2.10m 0.60mX0.6m

1:350

NTS

HEAD ROOM 3.000

+33.0m

3.000

LINTEL Ht. SILL Ht. QTY. 5 2.40m 2.40m 55 2.40m 70 2.40m 86 2.40m 2.40m 2.40m 2.85m 2.85m 2.85m 2.85m 2.85m 2.85m

0.75m 0.75m 0.75m 0.75m 2.25m 2.25m -

TERRACE F. FFL

TERRACE

+30.0m

TERRACE

200

2.40m 2.40m 2.40m 2.40m 2.85m 2.85m 2.85m 2.85m 2.85m

0.75m 0.75m 0.75m 0.75m 2.25m -

3.750

189

188

SHOPS

EXISTING BUILDINGS

GARDEN

BUILGING

148

GARDEN

BUILGING

CONFERENCE ROOM

BUILGING BUILGING

OFFICE

BUILGING

124 122 120

3.750

118

BUILGING

116 114

113

W3 112

108

30.000

106 104

OPEN TO SKY

102

CONFERENCE ROOM

OFFICE

3.750

92 89

88 86 W2

THIRD F. FFL

OFFICE

11.25m

OFFICE

78 76

CONFERENCE ROOM

AS RAMA RAO HALL

PROPOSED 9m WIDE ROAD

GREEN BELT

EXSITING ROAD

UNDER CONSTRUCTION BLOCK-A GROUND+4

GREEN BELT SUB COLLECTOR'S OFFICE

PROPOSED BLOCK-B G+7

PROPOSED BLOCK-D G+4

6.0m WIDE PAVEMENT

GREEN BELT

OFFIC

GANDHI STATUE

ROUND ABOUT

PATHWAY

GREEN BELT

96 94

TEMPLE

PROJECT IRRIGATION DEPARTMENT BLOCK B&C - VIJAYAWADA

GREEN BELT

PROPOSED BLOCK-C G+2

GREEN BELT

EXSITING ROAD TO BANDAR ROAD

OFFICE

SHED

PROPOSED 9m WIDE ROAD GREEN BELT

BUILDING

110 W2

OLD BUILDING

TEMPLE

PROPOSED 4m WIDE CURB ROAD

GREEN BELT

128 126

DOUBLE HEIGHT

ENTRY/ EXIT

130

OFFICE

+18.75m

EXSITING BT ROAD

132

FIFTH F. FFL

U.G. SUMP

136 134

U.G. SUMP

S.T.P.

BUILGING

COUR

PAVEMENT PATHW

138

GREEN BELT

3.750

142 140 139

CIVIL

6.0m WIDE

144

GARDEN

MINISTER BUILDING

146

EXISTING BUILDING

WORKING DRAWING

WATER RESOURCES DEPARTMENT

EXSITING ROAD

OFFICE

EXSITING ROAD

BUILGING

CONFERENCE ROOM

ROAD

154 152

GARDEN

158 156

ENGINEERS BUILDING

162 160

REFUGE AREA

ROADS

ROAD

PROPOSED BUILDINGS

EXISTING BUILDING

PROPOSED

163

QUARTERS

GARDEN

3.750

164

QUARTERS

PARKING

BUILGING

168 166

QUARTERS

RAMP TO BASEMENT PROPOSED 6m WIDE ROAD GREEN BELT GREEN BELT PROPOSED 6m WIDE ROAD PROPOSED 6m WIDE ROAD GREEN BELT STATUE PROPOSED 6m WIDE

172 170

QUARTERS

PROPOSED 9.80m WIDE ROAD

174

FIRM DETAIL:

OFFICE

74 72 70

3.750

68 66

W3 62 60

58 56

SECOND F. FFL

OFFICE

+7.50m

TOILETS

OFFICE

CONFERENCE ROOM

OFFICE

48 46 44

3.750

TOILETS 23

DOUBLE HEIGHT

OFFICE

DOUBLE HEIGHT ENTRANCE

21 20 19 18

28 26

CONFERENCE ROOM

AUTHORIZED SIGNATORY & SEAL :

DOUBLE HEIGHT REAR ENTRANCE

23 21 19 17 15 14

13 11

D2 W1

0.900

0.450 3.750

DRIVE WAY

0.450

OFFICE

DOUBLE HEIGHT ENTRANCE

ROAD LVL AT ENTRANCE ROAD LVL / FFL -0.45m -0.90m

38 36

+3.75m

GROUND F. FFL

40 39

FIRST F. FFL

SECTION @S2 1:350

ENTRANCE/OFFICE

TOILETS

ENTRANCE/OFFICE

DRIVEWAY

ENTRANCE

RECEPTION /

WAITING AREA

LANDSCAPE AREA

8 1 34 11 0 0 6 6

EXSITING BT ROAD

ENTRY/ EXIT

BUILGING

PROPOSED 9.80m WIDE ROAD

176

OFFICE

PARKING

OPEN TO SKY

EXSITING BT ROAD

TO BESENT ROAD

CONFERENCE ROOM

PROPOSED 5.15m WIDE ROAD

178

5.0m WIDE PAVEMENT PATHWAY

180

EXSITING BT ROAD

184 182

+15.0m

KAMALA NEHRU WORKING WOMAN HOSTEL

RAMA CLOTH STORE

186 W2

+26.25m

2 2

C.V.R.G.M.C HIGH SCHOOL

SEVENTH F. FFL

FOURTH F. FFL

SILL LEVEL AS PER ARCHITECTURAL SECTION

198 196 192 190

+22.50m

2 10 152 68 76 11 101

LINTEL Ht. SILL Ht. QTY.

194

SIXTH F. FFL

16 35

SCHEDULE OF OPENINGS - C

SECTION @S1

KEY PLAN

30.00

NAME

(COmmON FACILITIES)

2790.0 sq.m.

17769.40

3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.00

SILL LEVEL AS PER ARCHITECTURAL SECTION NOTE: All Windows to be provided with M.S. Grills from 5th to above floors.

0.450

216 SEATING STEPPED SEMINAR HALL 18.30mX12.30m

PASSAGE FOR BLOCK C to D AT 2ND FLOOR

6.0m W IDE DRIVEW AY

STAGE

11.7

W.C.

OFFICERS WAITING AREA 4.75m X 12.30m

OFFICE

2100

600

ROAD LVL -0.9m

750

1050

LADIES TOILET TOILET 2.35mX8.05m

80 SEATER CONFERENCE HALL 9.90m X 20.40m

RECORD ROOM

2400

GROUND F. LVL

2.8 m WIDE CORRIDOR

123

1310

GROUND F. LVL UP

0.450 0.900 3.750

600

3.9

FIRST F. FFL +3.75m 1000mm WIDE PLINTH PROTECTION WITH 100mm SAND FILLING

W.C.

1310

LOBBY 13.65m X 7.85m

2400

6.0m WIDE DRIVEWA

600

2400

C.C. Fins of 115mm THK.

2100

GROUND F. LVL

2850

3000

2100

2400 2100

600

CUT-OUT IN ALL FLOORS

3.750

2100

1950

LIFT CAPACITY -10

600

900

3300

300

2100

LANDSCAPED COURTYARD BREAK OUT AREA 8.10mX9.60m

350

GROUND F. LVL

750

FLOOR HT.

2790.0 2314.0 2823.8 2004.8 2021.5 1895.0 2021.5 1898.8 203.8

SCHEDULE OF OPENINGS - B

W3 D2

SECOND F. FFL

600

DINING (MALE) 9.90m X13.10m

EXECUTIVE ENGINEER

[A] BUILTUP AREA

1F (+3.75M) 2F (+7.50M) 3F (+11.25M) 4F(+15.0M) 5F(+18.75M) 6F(+22.50M) 7F(+26.25M) TERRACE FLOOR.(+30.0M) TOTAL

230mm BRICK WALL

2400

900

2165

2400 300

2100

LANDSCAPED COURTYARD

4.0 m WIDE CORRIDOR

CAFETERIA SEATING 8.15mX7.65m

SHAFT DOOR

LIFT CAPACITY-13

1000

2100

8.3

ELECTRICAL PANEL ROOM 4.70 X 3.60m

2025

2100

9.5

5.0m PAVED PATHWAY

3.750

CAFETERIA 5.55mX4.25m

EXECUTIVE ENGINEER

600

BANKING SERVICES 4.85mX4.35m

ATM 4.85mX4.35m

CONSTRUCTION AREAS FLOOR

W3 D3

GROUND F. LVL

CUT-OUT ABOVE

GROUND F. LVL

CRECHE 5.55mX3.65m

2100

8.4

W.C.

3.0 m WIDE CORRIDOR

LADIES TOILET 2.80mX 6.00m

W.C.

3.750

1.75 m WIDE CORRIDOR 600

+15.0m

Expansion joint

UP 3

600

UP 2

SHAFT DOOR

1200 350

FOURTH F. FFL

C.C. Fins of 115mm THK. 600

C.C. Fins of 115mm THK.

1310

9.3 ROAD LVL -0.45m

2100

5.0

CUT-OUT ABOVE

EXECUTIVE ENGINEER

WINDOW

750

9.7

1:50 SLOPE

600

2850

6.0m WIDE DRIVEWAY

ROAD LVL -0.9m

2400

3.750

C.C. Fins of 115mm THK. 3

OFFICE

+18.75m

600

GROUND F. LVL

C.C. Fins of 115mm THK.

230mm BRICK WALL

750

9.6

600

PROPOSED U.G. SUMP (DOMESTIC & FIRE FIGHTING) NGL -1.45m

FIFTH F. FFL

OFFICE 19.50mx8.85m

OFFICE

+22.50m

1050

SIXTH F. FFL

2100

2400

1500

1550

600

CAPACITY - 16

DEPUTY PROJECT DIRECTOR

750

OFFICE 9.40mx10.35m

1700

30.000

9.6

GROUND F. LVL

4100

W3 D3

350

ELECTRICAL PANEL ROOM 3.80mX3.75m

TOILETS 5.85mX5.55m

1700

3.750

600

6.0m WIDE DRIV

C.C. Fins of 115mm THK.

WINDOW W3

2850

C.C. Fins of 115mm THK.

600

2400

3.750

9.6

OFFICE 19.50mx8.85m

600

CHIEF ENGINEER (COT)

RECORD ROOM

+26.25m

UNDERSTANDING THE PROJECT, SPACES & AREA REQUIREMENTS. WORKED ON DETAILED SECTIONS.

1310

GROUND F. LVL

C.C. Fins of 115mm THK.

750

ROAD LVL -0.45m

INTERN'S LEARNING:

230mm BRICK WALL

2100

CUT-OUT

9.6

DRIVE WAY

TERRACE

9.6

ROAD LVL -0.9m

HEAD ROOM

TERRACE

900

TERRACE F. FFL

9.6

TO DO DETAILED SECTIONS FOR BLOCK B & C.

ELEVATION PROJECTION AS PER DETAIL

350

D 4.9

2850

C 9.6

3.750

B 8.3

2400

3.000

560

+33.0m

+30.0m

A 1

POWDER COATED ALUMINUM LOUVERS

HEAD ROOM

LOBBY

LANDSCAPE AREA

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL : 19

SECTION @ PS1 NTS

3000

1200 900

900

450

3750 2100 750 900

2100 750 900

BEAM AS PER STRL.

TO KNOW ABOUT THE PROFILE (PROJECTIONS, WALL, LOUVERS, SHAFTS) MATERIALS, SPECIFICATIONS & HEIGHTS.

2100

3750 2100

M.S. BOX SECTION GRID AS PER DETAIL

750 900

BEAM AS PER STRL.

3750 2100

M.S. BOX SECTION GRID AS PER DETAIL

230 mm THK BRICKWALL BEAM AS PER STRL. M.S. BOX SECTION GRID AS PER DETAIL

2100

3750 2100

900

750

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL. R.C.C. LINTEL

750 900 2099

230 mm THK BRICKWALL

900

3300

2100

450

900

750

751

750 900 2100 750 900 2100

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL.

30000 900 750

230 mm THK BRICKWALL BEAM AS PER STRL. M.S. BOX SECTION GRID AS PER DETAIL

3750 2100

CONSTRUCTION AREAS [A] BUILTUP AREA

FLOOR HT.

17769.40

30.00

2790.0 2314.0 2823.8 2004.8 2021.5 1895.0 2021.5 1898.8 203.8

1F (+3.75M) 2F (+7.50M) 3F (+11.25M) 4F(+15.0M) 5F(+18.75M) 6F(+22.50M) 7F(+26.25M) TERRACE FLOOR.(+30.0M) TOTAL

3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.00

SCHEDULE OF OPENINGS - B NAME

DESCRIPTION

SIZE(WxH)

MD D2 D3 D4 D5 FD TD W1 W2 W3 W4 V1 V2 FG

1.80mX2.40m 1.50mX2.40m 0.90mX2.40m 0.75mX2.10m 1.05mX2.40m 1.20mX2.10m 0.90mX2.40m 3.0mX2.10m 2.40mX2.10m 1.80mX2.10m 1.20mX2.10m 1.50mX0.6m 0.60mX0.6m

NAME

DESCRIPTION

SIZE(WxH)

MD D3 FD TD W1 W2 W3 W4 V2 FG

Double shutter Main Door Single Shutter door FIRE EXIT DOOR TERRACE DOOR Sliding Window Sliding Window Sliding Window Sliding Window Ventilator Fixed glass

1.80mX2.40m 0.90mX2.40m 1.20mX2.10m 1.20mX2.40m 3.0mX2.10m 2.40mX2.10m 1.80mX2.10m 1.20mX2.10m 0.60mX0.6m

LINTEL Ht. SILL Ht. QTY. 5 2.40m 2.40m 55 2.40m 70 2.40m 86 2.40m 2.40m 2.40m 2.85m 2.85m 2.85m 2.85m 2.85m 2.85m

SILL LEVEL AS PER ARCHITECTURAL SECTION NOTE: All Windows to be provided with M.S. Grills from 5th to above floors.

0.75m 0.75m 0.75m 0.75m 2.25m 2.25m -

2.40m 2.40m 2.40m 2.40m 2.85m 2.85m 2.85m 2.85m 2.85m

0.75m 0.75m 0.75m 0.75m 2.25m -

B 8.3

4.9

9.6

230 mm THK BRICKWALL BEAM AS PER STRL.

9.6

6.0m WIDE DRIVEWA Y

9.6

PARKING AREA

9.6

PROPOSED U.G. SUMP (DOMESTIC & FIRE FIGHTING)

9.7

6.0m WIDE DRIVEWAY

D' 5.0

9.8

F' 9.3

8.4

8.3

6.0m WIDE DRIVEWAY

9.5

5.0m PAVED PATHWAY

3750 2100

M.S. BOX SECTION GRID AS PER DETAIL

SECTION @ PS2 NTS

3.9

ROAD LVL AT ENTRANCE -0.45M

SECTION @ PS3 NTS

SECTION @ PS4 NTS

750 900 3750 2100 750 900

750 900 2100

750 900

DOOR

3750 2100

1600 ROAD LVL AT ENTRANCE -0.45M

SECTION @ PS5 NTS

6.0m WIDE DRIVEWAY

11.7

230 mm THK BRICK WALL

230 mm THK BRICK WALL C.C. PROJECTION OF 115 mm THK.

PLUMBING SHAFT

M.S. BOX SECTION GRID AS PER DETAIL SHAFT DOOR R.C.C. SILL

750

R.C.C. SILL

BEAM AS PER STRL.

(COmmON FACILITIES)

2790.0 sq.m.

FIRM DETAIL:

M.S. BOX SECTION GRID AS PER DETAIL

230 mm THK BRICKWALL

230 mm THK BRICK WALL R.C.C. LINTEL

GROUND FLOOR

IRRIGATION DEPARTMENT BLOCK B&C - VIJAYAWADA

230 mm THK BRICK WALL

900

WINDOW

BEAM AS PER STRL.

6.0m WIDE DRIVEWAY

750

ALUMINUM LOUVERS AS PER DETAILS

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 mm THK.

NEW BUILDING

230 mm THK BRICKWALL PROJECT

1350

BEAM AS PER STRUCTURES R.C.C. LINTEL

R.C.C. SILL 115 mm THK BRICK WALL 230 mm THK BRICK WALL

2400

230 mm THK BRICK WALL

WINDOW

900

R.C.C. SILL

BEAM AS PER STRUCTURES BEAM AS PER STRUCTURES 230 mm THK BRICK WALL R.C.C. LINTEL C.C. PROJECTION OF 115 ALUMINUM LOUVERS AS PER mm THK. DETAILS

8 1 34 11 0 0 6 6

DRIVE WAY

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL. R.C.C. LINTEL

2 2

9.6

750

750 900

LINTEL Ht. SILL Ht. QTY.

900

750 900

750

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL. R.C.C. LINTEL

2100

WINDOW

2 10 152 68 76 11 101

SILL LEVEL AS PER ARCHITECTURAL SECTION

751

ALUMINUM LOUVERS AS PER DETAILS

600

16 35

WORKING DRAWING

750 900 2100

750 900

750

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL. R.C.C. LINTEL

600 900

BEAM AS PER STRUCTURES R.C.C. LINTEL

R.C.C. SILL 115 mm THK BRICK WALL 230 mm THK BRICK WALL

750

230 mm THK BRICK WALL

900

R.C.C. SILL

900

230 mm THK BRICK WALL

230 mm THK BRICKWALL

INTERN'S LEARNING:

450

R.C.C. SILL

WINDOW

2250

WINDOW

M.S. BOX SECTION GRID AS PER DETAIL

2850 2100

BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL.

2100

WINDOW

2100

ALUMINUM LOUVERS AS PER DETAILS

900

BEAM AS PER STRUCTURES R.C.C. LINTEL

BEAM AS PER STRUCTURES BEAM AS PER STRUCTURES 230 mm THK BRICK WALL R.C.C. LINTEL C.C. PROJECTION OF 115 ALUMINUM LOUVERS AS PER mm THK. DETAILS

2100

230 mm THK BRICK WALL

R.C.C. SILL 115 mm THK BRICK WALL 230 mm THK BRICK WALL

900

230 mm THK BRICK WALL

WINDOW

450

R.C.C. SILL

TO DO ELEVATION PROFILE SECTIONS FOR BLOCK B & C.

2100

WINDOW

BEAM AS PER STRL.

R.C.C. SILL

2100

BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

2099

WINDOW

BEAM AS PER STRUCTURES R.C.C. LINTEL

2100

ALUMINUM LOUVERS AS PER DETAILS

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 ALUMINUM LOUVERS AS PER mm THK. DETAILS

900

BEAM AS PER STRUCTURES R.C.C. LINTEL

R.C.C. SILL 115 mm THK BRICK WALL 230 mm THK BRICK WALL

1000

230 mm THK BRICK WALL

WINDOW

2100

230 mm THK BRICK WALL

2100

R.C.C. SILL

230 mm THK BRICKWALL

DRAWING ELEVATION PROFILE SECTIONS INTERN'S SCOPE OF WORK & CONTRIBUTION:

SCHEDULE OF OPENINGS - C

R.C.C. SILL

2100

WINDOW

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 mm THK. ALUMINUM LOUVERS AS PER DETAILS BEAM AS PER STRUCTURES R.C.C. LINTEL

2100

230 mm THK BRICK WALL BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

R.C.C. SILL 115 mm THK BRICK WALL 230 mm THK BRICK WALL

725 750

R.C.C. SILL

R.C.C. SILL 230 mm THK BRICK WALL BEAM AS PER STRL.

IRRIGATION DEPARTMENT BLOCK B&C, VIJAYAWADA

WINDOW

2100

WINDOW

1650

ALUMINUM LOUVERS AS PER DETAILS

2100

BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

2100

BEAM AS PER STRUCTURES R.C.C. LINTEL

WINDOW

1000

1650

230 mm THK BRICK WALL

3300

2100 2100

R.C.C. SILL

1650

230 mm THK BRICK WALL

2100

WINDOW

2100

R.C.C. SILL

2100

BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

1650

WINDOW

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 ALUMINUM LOUVERS AS PER mm THK. DETAILS

BEAM AS PER STRUCTURES R.C.C. LINTEL

900

1650

230 mm THK BRICK WALL

2100

ALUMINUM LOUVERS AS PER DETAILS

2100

R.C.C. SILL

750

230 mm THK BRICK WALL BEAM AS PER STRUCTURES R.C.C. LINTEL

2100

WINDOW

115 mm THK BRICK WALL

FLOOR

R.C.C. SILL

1650 1000 650

1650

230 mm THK BRICK WALL BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

BEAM AS PER STRUCTURESSUBJECT

R.C.C. LINTEL

WINDOW

1650 1000 650

R.C.C. SILL

600

1650

650

2100

WINDOW

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 mm THK.

BEAM AS PER STRUCTURES R.C.C. LINTEL

1650 1000 650

2100

BEAM AS PER STRUCTURES 115 mm THK BRICK WALL R.C.C. LINTEL

R.C.C. SILL 230 mm THK BRICK WALL

1650 1000 650

1650

230 mm THK BRICK WALL

BEAM AS PER STRL.

R.C.C. LINTEL

WINDOW

1000

R.C.C. SILL

600

ALUMINUM LOUVERS AS PER DETAILS

2100

WINDOW

BEAM AS PER STRUCTURES 230 mm THK BRICK WALL C.C. PROJECTION OF 115 mm THK.

BEAM AS PER STRUCTURES R.C.C. LINTEL

1650 1000 650

2100

115 mm THK BRICK WALL R.C.C. LINTEL

230 mm THK BRICK WALL

1650 1000 650

900

BEAM AS PER STRUCTURES

ALUMINUM LOUVERS AS PER DETAILS

R.C.C. SILL

900 900 1000 650

230 mm THK BRICK WALL

2100

1300 800

R.C.C. SILL

3000

R.C.C. LINTEL

1200 3000

R.C.C. LINTEL

900

BEAM AS PER STRUCTURES

AUTHORIZED SIGNATORY & SEAL :

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL : 20

SECTION @ PS6 NTS

PROJECT NAME: STATE BANK STAFF COLLEGE - AUDITORIUM

ACCESS & LOCATION OF THE PROJECT: PANJAGUTTA- BEGUMPET ROAD, HYDERABAD, TELENGANA

SITE AREA & TOPOGRAPHY: 16 ACRES CLIENT: STATE BANK OF INDIA PROPOSED BUILDING: PROPOSED AUDITORIUM BUILDING ARCHITECTS: MURTY &MANYAM ARCHITECTS & ENGINEERS CONSTRUCTION PERIOD: COMPLETED SITE PLAN SHOWING AUDITORIUM- SBSC

LIGHTING & VENTILATION

CELLAR -2 FLOOR PARKING SPACES

ENTRANCE TO PARKING AREA

• UG SUMP-7.5 LITRES

ELECTRICAL SHAFT

RAMP LEADS TO CELLAR 2

• AUDITORIUM DOUBLE HEIGHT BEAM OF 1.8M • PROJECTOR

GROUND FLOOR AREA

1. CONSTRUCTION DETAILS. 2. UNDERSTANDING THE SCALE OF PROJECT, AREA REQUIREMENTS & STANDARDS. 3. DETAILS OF GALVALUME SHEET ROOF 4. STRUCTURAL PART 5. SERVICES PART.

• ROOM/GREEN ROOM IS NOT PROVIDED HAS A DISADVANTAGE IN THIS AUDITORIUM. • MANY LEVEL ARE PROVIDED WHICH IS DIFFICULT WHILE PLANNING STRUCTURAL PART.

FRONT SIDE VIEW

SIDE VIEW

COLLECTION PIT

CELLAR -1 FLOOR • SPRINKERS 15 HORSEPOWER PUMP/CAPACITY • 4% VENTILATION • COLLECTION PIT – 25,000L • EXPANSION JOINTS ARE PROVIDED FOR CONCRETE FLOORING TO AVOID CRACKS.

SBSC AUDITORIUM, HYDERABAD

GALVALUME SHEET + ALUMINIUM FOIL (SOUND PROOF)

• RAMP RATIO 1:8 MINIMUM 3.5M NEEDED. • FLOOR TO FLOOR HEIGHT 4.2M

TEMPLE STYLE + GREEK COLUMNS USED

GALVALUME SHEET ROOF OF AUDITORIUM

• CELLAR HEIGHT 3.2M

FIRT FLOOR AREA

• AUDITORIUM HEIGHT6.2M

AUDITORIUM

SECTION OF GALVALUME SHEET

SUBJECT

KMV HOUSING, VIJAYAWADA 50 ft

MIL LA

RAJ AM (NO OULES RTH WAR ) AP

RAS

MAM ILLA NIRM (EAS ALA AN D OT T)

HER S

ONGOING APARTMENT UNDER CONSTRUCTION 2.92 ACRES

IGADAPA

& BANDAR

- 1.13 ACRES

GROUND COVERAGE 160 SQ.M GROUND FLOOR AREA 160 SQ.M FIRST FLOOR AREA 172 SQ.M SECOND FLOOR AREA 76 SQ.M TOTAL BUILT UP AREA 408 SQ.M

5.950

D 9.0

9M RO

5.850

1.000 V

Puja

PHASE-2 3.66 ACRES

IDE RO

Open courtyard

Living room

Drawing room

INTERN'S LEARNING: D

SED

9.0

3.750

AD RO

9.0 M

WID

MW IDE

PHASE-4 4.76 ACRES

9.0 ED

1.760

Kitchen

Wash

CAR PARK

5.620

2.280

9.0M

PRO

WID

PO S

1.750

3.740

Toi 1

OA D

Utility

Bathroom 1.900

EXISTI

Guest bedroom

shaft

1500x1600

ER OA D

1.400

PHASE-3 4.88 ACRES

4.720

Dress

Dining Lift shaft

3.110

RO WID E .0M SED 9 PRO PO

NG 10 0 FE

PHASE-3 4.88 ACRES

9.0

2.890

IDE MW 9.0 SED PO PRO

1.090

9.0 M ED PO S PRO ET RO AD

UP 1 2 3 4 5 6 7 8 9

WID E

PERIPHERAL ROAD 0.081 ACRES

2.600

PHASE-2 3.66 ACRES

PR OP

PO SED

EWS/LIG 0.99 ACRES

DEVE LOPM WID EN E 0.43 ROAD T ACRE S

PHASE-4 4.76 ACRES

PRO

FUTU

1. WORKED ON CONCEPTUAL DESIGN FOR EAST FACING PLOT. 2. WORKED ON ELEVATIONS IN 3D MODEL 3. WORKED ON SECTIONS.

OSR 79.82 -5 SQ.M

URA (SO GOPIC HAN UTH ) D

14.420

TAK

IDE RO A

OSR 570.27 -4 SQ.M

7.620

OS 399.05R -3 SQ.

1.730

POSE

9M RO

LAS A

2.540

4.955

PRO

THO

TO DO CONCEPTUAL DESIGN FOR EAST FACING PLOT.

20.800

463.46 SQ.M

PRO

CHA

- 4.88 ACRES - 0.76 ACRES - 0.99 ACRES

299.94 SQ.M PHASE-1 5.70 ACRES

CONCEPTUAL DESIGN DRAWING INTERN'S SCOPE OF WORK & CONTRIBUTION:

- 3.66 ACRES

CHIR U

NI S (WE UBBA R ST ) AO

OSR 608.88 -2 SQ.M

9M RO

TOWARD S TAD

OSR 326.93 -1 SQ.M

PHASE-1 PHASE-2 PHASE-3 PHASE-4 EWS/LIG

VIJAYAWADA KMV CONSTRUCTIONS GATED COMMUNITY 21.1 ACRES

3.750

ROAD

EXISTI NG

100 FE ET RO AD

TOWARD S ENI

KEPADU

UMA

6.010

NH-5

CHIR

LOCATION CLIENT NAME TYPOLOGY TOTAL SITE AREA

KMV HOUSING, VIJAYAWADA

12 M

SITE PLAN OF KMV HOUSING

NTS

GROUND FLOOR PLAN NTS

N 5.850

5.950

1.000

2.540

1.730

5.850

1.000 V

3.750

2.770

3.000

Terrace

2.600

Terrace

Terrace V

Dress

7.960

1.090

7.960

1500x1600

Dress

Bathroom

2.390

2.500

Seating Area

Lift shaft 1500x1600

AUTHORIZED SIGNATORY & SEAL :

5.720

SECOND FLOOR PLAN NTS

2.310

Balcony

2.025

3.750

2.890

cut out

1.615

Bedroom -2

2.890

3.750

cut out

5.720

Seating Area

Dress Bathroom 1.615

FIRST FLOOR PLAN NTS

1.200

4.720

shaft

M.Bedroom Toilet-5

FIRM DETAIL:

AV ROOM

PROJECT KMV HOUSING - VIJAYAWADA

UP Lift shaft

Family room

UP shaft

Bedroom -1 D3

2.600

5.005

Master bathroom

CONCEPTUAL DESIGN

1.730

3.745

2.540

2.150

5.950

3.250

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT

KMV HOUSING, VIJAYAWADA

CONCEPTUAL DESIGN DRAWING INTERN'S SCOPE OF WORK & CONTRIBUTION:

TERRACE F. FFL +10.5M

0.300

TO DO CONCEPTUAL DESIGN FOR EAST FACING PLOT.

TERRACE F. FFL +10.5M

3.500

V1 SD

Terrace

SECOND F. FFL +7M

Terrace

SECOND F. FFL +7M

Master bathroom

Bedroom -1

FIRSTF. FFL +3.5M

Terrace

Family room

FIRSTF. FFL +3.5M

3.500

Living room

GROUND F. FFL +0.00m

Toi 1 0.300

Drawing room

SECTION @S1 NTS

Open courtyard

GROUND F. FFL +0.00m

SECTION @S2 NTS

N 20.800 2.540

1.730

5.850

1.000

CONCEPTUAL DESIGN

5.950 V

4.955 V

Drawing room

6.010

3.750

Puja

Open courtyard

Living room

Dress Guest bedroom

1.900

Bathroom 3.740

1.750

Toi 1 1.760

Dining

shaft

Lift shaft 1500x1600

Utility

Kitchen

Wash 2.280

3.110

3.750

1 2 3 4 5 6 7 8 9

2.890

1.090

14.420

7.620

1.400

3.500 2.200

1. WORKED ON CONCEPTUAL DESIGN FOR EAST FACING PLOT. 2. WORKED ON ELEVATIONS IN 3D MODEL 3. WORKED ON SECTIONS.

2.600

0.7000.600

0.300

11.100 3.500

V1 SD

INTERN'S LEARNING:

4.720

0.900

CAR PARK

5.620

PROJECT KMV HOUSING - VIJAYAWADA

FIRM DETAIL:

AUTHORIZED SIGNATORY & SEAL :

INTERN'S INFORMATION :

EAST SIDE ELEVATION NTS

NORTH SIDE ELEVATION NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT

KMV HOUSING, VIJAYAWADA

CONCEPTUAL DESIGN DRAWING INTERN'S SCOPE OF WORK & CONTRIBUTION: 1.

TO DO CONCEPTUAL DESIGN FOR EAST FACING PLOT.

INTERN'S LEARNING: 1. WORKED ON CONCEPTUAL DESIGN FOR EAST FACING PLOT. 2. WORKED ON ELEVATIONS IN 3D MODEL 3. WORKED ON SECTIONS.

N 20.800 2.540

1.730

5.850

1.000

CONCEPTUAL DESIGN

5.950 V

4.955 V

Drawing room

6.010

3.750

Open courtyard

Living room

Puja

2.600

Guest bedroom

Bathroom 3.740

1.750

Toi 1 1.760

Dining

shaft

Lift shaft 1500x1600

Utility

Kitchen

Wash 2.280

3.110

1.400

Dress

1.900

4.720

3.750

1 2 3 4 5 6 7 8 9

2.890

1.090

14.420

7.620

CAR PARK

5.620

PROJECT KMV HOUSING - VIJAYAWADA

FIRM DETAIL:

AUTHORIZED SIGNATORY & SEAL :

INTERN'S INFORMATION :

PERSPECTIVE VIEW NTS

NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SUBJECT HARITHA RESORT AHOBILAM, ANDHRA

HARITHA RESORT AHOBILAM, ANDHRA PRADESH

PRADESH

300

COLUMN

3600

850

C2/F4

910

850

C2/F4

850

C2/F4

450

C2/F4

685

710

4800

685

710

685

710

685

1510

C1/F1

1. WORKED ON STRUCTURAL LAYOUT 2. STRUCTURAL DETAILS OF RAFT FOUNDATIONS AND COMBINED FOOTING.

450

685

C1/F1

INTERN'S LEARNING:

2100

1510

710

685

1510

C2/F4

710

910 850

C2/F4

C1/F1

910

C2/F4

3400

850

910

850 910

685

100MM Thk P.C.C. (1:4:8)

910

850

910

850

910

PLINTH BEAM(PB) (230X450) ALL AROUND

910

1650

685

100 MIN

600

C2/F2

910

850

C3/F5

650

610

850

1260

1160

1150

C2/F4

650

C2/F2

1260

910

1150

910

850

650

1970

200

200 230 1015

1430

1200

650

C2/F2

1510

LIFT

685

510

910

C2/F4

C3/F4

985

650

1. TO DO STRUCTURAL LAYOUT AND DETAILS.

200 (MIN)

710

1205 985

650

390

R.C.C WALL 230THK ALL AROUND

710

910

CF2 850

315

850

3530

COLUMN

2100

525 200 200 (MIN) (MIN)

1730

950

2020

610

650

3630

C2/F2

C2/F6

1000

710

1260

510 950

850

910

850

RF1 2100

1750

425 1750

950

C2/F3 1000

1490

CF3

950

CF4

650

1160

1260

1145

C21600

910 850

1600

610 950

950

650

1000

C3/F5

1150

650

1510

1035

450

1510

1035

2100

CF1

3600

910

1145

1260 1150

C3/F5

2400

C1/F1

3600

C1/F1

4880

TYPICAL PLAN FOR COMBINED FOOTING TYPICAL 4 PLAN OF COMBINED FOOTING ON SOIL NTS

910 850

C2/F4

C2/F3

1150

C2/F5

N.G.L

1150

850

C2/F5

WATER PROOFING AS PER INSTRUCTIONS OF ENGINEER IN-CHARGE . N.G.L

230 THK RCC WALL

LIFT BEAM(LB) (230X450)

300

200

W1 FFL +1.80M C O R R I D O R 2.17m W I D E SLAB PROJECTION - 2.4m

FFL

1750

C2/F4

BALCONY 2.09m x 1.50m

COLUMN

200

1150

PLINTH BEAM(PB)

910

1260

C3/F5

1150

2000

1260

C1/F1

1150

F.F.L

200

910

1150

910

2400

750

1260

750

1260

910

710 685

710

685

1260

4720

BRICK WALL

850

WC 1.50m X 1.80m

850

H/4 MID H/4

810

C2/F4

380

1000

850

C2/F4

C2/F3

950

910 850

1600 mm OR AS PER LIFT VENDOR SPECIFICATION

C1/F1

850

910

810

910

750

950

750

910 860

685

710

685

950

710

910

380

WC 1.80m X 1.50m

V1 V1

WC 1.80m X 1.50m

BALCONY 2.09m x 1.50m

WELL COMPACTED SOIL 10 @100c/c(B/W) (TOP)

D3 UP

FFL

WC 1.50m X 1.50m

SUITE - 1 3.37m x 4.57m

WC 1.50m X 1.50m

SUITE - 2 3.37m x 4.57m

FFL

V1 D2

WC 1.50m X 1.50m

DELUXE ROOM - 1 4.57m x 4.15m

FFL

1590

WC 1.50m X 1.50m CORRIDOR 2.285m WIDE

DELUXE ROOM - 2 4.57m x 4.15m

COLUMN

BEDROOM 3.49m x 2.95m

SUITE - 3 3.37m x 4.57m

SUITE - 4 3.37m x 4.57m

FFL

STRUCTURAL DRAWING

1150

1260 1150

465 1355 1045

I H G

850

C2/F4

1255

K J

850 910

910

530 1200 1200

450

3530

610

630 2400

610

1770

4305

610

565

1510

4235

7 8

610

4730

4 5

1510

DRAWING STRUCTURAL DRAWING INTERN'S SCOPE OF WORK & CONTRIBUTION:

FFL

SUPER DELUXE ROOM - 1 4.57m x 4.57m LIFT 1.65m x 1.2m

FFL

FFL C O R R I D O R 2.17m W I D E

C2/F2

650

600

650

LANDSCAPE POCKET 3.60m x 4.57m

FFL -0.15m

300 (min)

100 MIN

C1/F2

650

610

610 650

LANDSCAPE POCKET 3.60m x 4.57m

610

650

610

650

610

650

610

610 650

610

650 610

650

610

650

610

SLAB PROJECTION - 2.4m

LANDSCAPE POCKET 3.60m x 4.57m

FFL -0.15m

PLANTER BOX 14.63m x 2.63m

CORRIDOR 2.17m WIDE

FFL -0.15m

C2/F2

100 THK P.C.C. (1:4:8)

SECTION 2-2

FFL

LANDSCAPE 3.60m x 2.71m

FFL -0.15m

LANDSCAPE 3.60m x 2.71m

FFL -0.15m

LANDSCAPE POCKETS

FFL -0.15m

SUITE - 5 3.37m x 4.87m

SUITE - 6 3.37m x 4.87m

SUITE - 7 3.37m x 4.87m

SUITE - 8 3.37m x 4.87m

FFL

CORRIDOR 2.17m WIDE

WC 1.50m X 1.50m

D2 V1

D3 WC 1.50m X 1.50m

D2 V1

FFL

FFL C O R R I D O R 2.17m W I D E SLAB PROJECTION - 2.4m

---

1600

400

10 @150c/c

---

1800

2200

450

10 @100c/c

---

2000

2200

500

12 @150c/c

---

2600

2900

600

12 @125c/c

---

2300

2700

550

12 @100c/c

---

CF1

3400

3600

500

16 @100c/c

12 @100c/c

CF2

2200

3800

500

12 @100c/c

CF3

3500

4400

750

16 @100c/c

12 @100c/c

CF4

2200

4000

500

10 @100c/c

RF1

5450

5750

500

12 @125c/c

SCHEDULE OF FOOTING NTS

10 @100c/c

12 @125c/c

12 @150c/c

230X380

8Nos-12

300X380

16 12

4Nos-16 4Nos-12

1730

SCHEDULE OF COLUMNS NTS

390 390

1650

20 16

4Nos-20 4Nos-16

R.C.C WALL 230THK ALL AROUND

230

1000

425 1750

FIRM DETAIL:

2100

1750

FGL -0.45m

1205

---

230

10 @100c/c

PROJECT HARITHA RESORT AHOBILUM, ANDHRA PRADESH

AUTHORIZED SIGNATORY & SEAL : 1970 2

200

LIFT

PLINTH BEAM(PB) (230X450) ALL AROUND

C2 1015

10 @100c/c

230 200

400

1200

1800

1205

1600

1015

315

RF1

200

REINFORCEMENT TOP STEEL BOTTOM STEEL S1 S2 S1 S2

1430

DEPTH (D)

1490

RAMP - SLOPE 1:10 4.50m x 2.62m

NTS

FOOTING NOS BREADTH LENGTH (L) TYPE (B)

ENTRANCE

315

CENTRE LINE LAYOUT FOR COLUMN & FOOTING

PLAN OF RAFT FOOTING ON SOIL NTS

INTERN'S INFORMATION : NAME :SOWBARNIKA.V REG.NO :143701058 SEMESTER :10TH PH.NO. :9442478781 INSTITUTIONAL SEAL :

SYMBOSIS INSTITUTE OF BUSINESS MANAGEMENT ACCESS & LOCATION OF THE PROJECT: IT IS LOCATED AT MAMIDPALLY, RANGA REDDY DISTRICT, TELANGANA NEAR HYDERABAD SITE AREA & TOPOGRAPHY: THIS CAMPUS IS SPREAD OVER 40 ACRES OF LAND WHICH IS A PART OF THE UPCOMING EDUCATIONAL HUB. CLIENT: SYMBIOSIS INTERNATIONAL UNIVERSITY, SYMBIOSIS SOCIETY, SENAPATI BAPAT ROAD, PUNE-411004 ARCHITECTS: MURTY &MANYAM ARCHITECTS & ENGINEERS CONSTRUCTION PERIOD: COMPLETED

1. TO DO DETAILED STUDY OF CAMPUS WITH ARCHITECTS.

CENTRAL COURTYARD

AMPLE LIGHTING

WAFFLE TYPE CEILING

ENTRANCE GATEWAY

PARKING AREA

WAY TO HOSTEL BLOCK

BATANA FINISH IS DONE FOR ONE PART OF THE HOSTEL BUILDING

ACUTE ANGLES IN HOSTEL BLOCKS ARE USED FOR VERTICAL CIRCULATIONS

CENTRAL COURTYARDCLUSTER CLASSROOM

DIFFERENT LEVELS TO VERVIEW ACTIVITIES HAPPENING BELOW.

1. CONSTRUCTION DETAILS. 2. UNDERSTANDING THE SCALE OF PROJECT, AREA REQUIREMENTS & STANDARDS. 3. ANALYSING THE ROLE OF LIGHT AND VENTILATION USED IN THIS CAMPUS. 4. STRUCTURAL PART- BEAMS & COLUMNS USED AS AESTHETIC PURPOSE. 5. SERVICES PART- RAINWATER PITS DRAINS, SHAFTS.

HOSTEL BLOCKSBLOCK

COMMUNITY SPACE IN HOSTELS

HEALTH CARE & AMBULANCE ARE NEAR REACH TO ENTRANCE

AUDITORIUM BLOCK PARKING SPACE/ AIR FLOW THROUGH BRICK JALLI WALL.

ACADEMIC BLOCK

EXPANSION JOINT TO AVOID ASYMMETRY IN COLUMNS, CANTILEVER PROJECTIONS HAVE BEEN USED IN PLACE OF AN EXPANSION JOINT. THIS NOT ONLY RETAINS THE SYMMETRY BUT ALSO REDUCES THE COST

ACADEMIC BLOCK

RAIN WATER COLLECTION PIT

OAT