Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

Revised (Oct 2018)

1. Slab plan

2. Beam plan

3. Foundation

4. Sec. Beam details

W2

57

51

20

06

00

12

00

57

5

35

0

57

5

12

00

87

51

85

0

93

50

45

00

45

00

350

4751500 700 1500

475

350

5000 4350 5000

14700

35

0

57

5

12

00

60

0

12

00

57

5

35

0

57

51

20

09

25

45

00

45

00

93

50

5000 4350 5000

14700

GROUND FLOOR PLAN

CLASSROOM4750 X 6950

W1 W1 W1 W1

W

W

W

W

W

W

UP

D1

UP

Black Board

( 2.4mx 1.2m )

1:12 RAMP

350 x 350 COLUMN

12345678910

111213141516171819

CLASSROOM4750 X 6950

A

A

35

0

350

350

1950

100

1950

350

3550 900

200

350

1250 1500 1250

350

475

1500 700 1500

475

350

14

40

30

0

30

0

27

40

15

00

35

0

D

1 2 3 4

A

B

C

35

0

15

00

14

40

D1

D

Black Board

( 2.4mx 1.2m )

200

900 3550

69

50

GROUND FLOOR PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

1

Approved by :

1:75

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

575

1200

600

1200

575

350

575

1200

875

1850

9350

4500

4500

350

4751500 700 1500

475

350

5000 4350 5000

14700

350

575

1200

600

1200

575

350

575

1200

4500

4500

9350

875

FIRST FLOOR PLAN

CLASSROOM4750 X 7085

W

W

W

W

W

W

UP

350 x 350 COLUMN

12345678910

350

111213141516171819

CLASSROOM4750 X 7085

350

W2

1250 1500 1250

350

475

1500 700 1500

475

1450

350

350

350 350

3550900

200

350

5000 4350 5000

14700

2000

100

2000

A

A

4000

W1 W1 W1 W1

1 2 3 4

A

B

C

350

1500

450

450

450

450

450

D1

D

Black Board

( 2.4mx 1.2m )

200

900 3550

6950

D1

Black Board

( 2.4mx 1.2m )

D

FIRST FLOOR PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

2

Approved by :

1:75

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

TOP FLOOR PLAN

5000

350

825 2350 825

350

4350

15600

350

4150

350

4500

350

1480 1040 1480

350

5000

D1

A

A

2 3

A

B

550

450450

450

9350

450

10250

450

825

ROOF PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

3

Approved by :

1:75

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

30

00

30

00

11

00

45

0

FRONT ELEVATION

75

50

BACK ELEVATION

45

0

30

00

30

00

30

00

11

00

1500

ELEVATIONS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

4

Approved by :

1:100

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

OUT

IN

5mm GLASS35 x 50 WINDOW SHUTTER

TYPICAL WINDOW(W1) SECTIONAL PLAN (Scale= 1:25)

1500

230

100 x 50 WINDOW FRAME

1350

1500

GLASS

WINDOW-W1(Scale= 1:25)

TYPICAL METAL WINDOW(W1) SECTION(Scale= 1:25)

INOUT

100 x 50 WINDOW FRAME

100 x 50 WINDOW FRAME

5mm THK GLASS

35 x 50 WINDOW SHUTTER

1350

OUT

IN

5mm GLASS35 x 50 WINDOW SHUTTER

TYPICAL WINDOW(W2) SECTIONAL PLAN (Scale= 1:25)

1500

230

100 x 50 WINDOW FRAME

1100

1500

GLASS

WINDOW-W2 (Scale= 1:25)

TYPICAL METAL WINDOW(W2) SECTION(Scale= 1:25)

INOUT

100 x 50 WINDOW FRAME

100 x 50 WINDOW FRAME

5mm THK GLASS

35 x 50 WINDOW SHUTTER

1100

LANDING LEVEL

BEAM

1350

1200

GLASS

WINDOW-W(Scale= 1:25)

TYPICAL METAL WINDOW(W) SECTION(Scale= 1:25)

INOUT

100 x 50 WINDOW FRAME

100 x 50 WINDOW FRAME

5mm THK GLASS

35 x 50 WINDOW SHUTTER

1350

OUT

IN

5mm GLASS35 x 50 WINDOW SHUTTER

TYPICAL WINDOW(W) SECTIONAL PLAN (Scale= 1:25)

1200

230

100 x 50 WINDOW FRAME

TOTAL

2.

G.F.SYMBOL

1.

S.N. SIZES TOTALF.F.

DOORS & WINDOWS SCHEDULE:

4221100 x 2100D

1200 x 1350W

3.

D1311515522

4.

900 x 2100

8441500 x 1350W11266

5.

W2 111500 x 1100 2

S.F.

11-

---

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

6

Approved by :

1:25

PROJECT :

DOOR & WINDOW DETAILS

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

2100

1100

DOOR-D(Scale= 1:25)

DOOR SHUTTER INOUT

100 x 50 DOOR FRAME

H10

(Scale= 1:25)

DOOR SHUTTER

TYPICAL METAL DOORSECTIONAL ELEVATION

(Scale= 1:25)TYPICAL METAL DOOR SECTIONAL PLAN

100x50 DOOR FRAMEW

100x50 DOOR FRAMEDOOR SHUTTER

10 mm AIR GAP

2100

900

DOOR-D1 (Scale= 1:25)

DOOR SHUTTER INOUT

100 x 50 DOOR FRAME

H10

(Scale= 1:25)

DOOR SHUTTER

TYPICAL METAL DOORSECTIONAL ELEVATION

(Scale= 1:25)TYPICAL METAL DOOR SECTIONAL PLAN

100x50 DOOR FRAMEW

100x50 DOOR FRAMEDOOR SHUTTER

10 mm AIR GAP

DOOR & WINDOW DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

7

Approved by :

1:25

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

1 2 3 4

A

B

C

F1

F1

F1

F1

F2 F2

F2 F2

F3 F3

5000 4350 5000

4500

4500

FOUNDATION PLAN

F2 F2

FOUNDATION PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:75

PROJECT :

8

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

75

20

0

tm

As p

er S

ite

C

on

ditio

n,

D

f (M

in

. 1

50

0)

Compaction Earth

FOOTING SECTION WITH PLINTH BEAM

L/B

GROUND LVL.

PCC (1:3:6)

150 mm Stone Sand

Compaction/ 3" flat brick soling

GROUND LVL.

12 dia. @ 150mm c/c

75

Plinth Tie Beam

75

20

0

tm

Compaction Earth

L/B

GROUND LVL.

PCC (1:3:6)

150 mm Stone Sand

Compaction/ 3" flat brick soling

GROUND LVL.

75

For Hard and Medium soil

Foundation Tie

Beam

FOOTING SECTION WITH

PLINTH BEAM AND FOUNDATION BEAM

Plinth Tie Beam

As p

er S

ite

C

on

ditio

n,

Df (M

in

. 1

50

0)

12 dia. @ 150mm c/c

Ld

Ld

min

. 4

50

m

m

2-12Ø TH

2-12Ø TH

230

230

PLINTH AND FOUNDATION

TIE BEAM

L

B

See Table

Side Cover 50 mm

See Table

FOOTING PLAN

PLINTH WALL FOR WEAK/

SOFT SOIL

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

PROJECT :

9

Note: Ld = 60 Ø

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

Lower tie beam

75

200

Compaction Earth

FOOTING SECTION

L/B

PCC (1:3:6)

150 mm Stone Sand

Compaction/ 3" flat brick soling

75

See Table

PLINTH LVL.

75

200

Min. 1500

Compaction Earth

FOOTING SECTION

L/B

GROUND LVL.

PCC (1:3:6)

150 mm Stone Sand

Compaction/ 3" flat brick soling

See Table

75

PLINTH LVL.

Upper tie beam

600

Plinth height

Compaction Earth

ELEVATION SHOWING FOOTING , LOWER TIE BEAM , UPPER TIE BEAM AND PLINTH WALL

(For soft and weak soil)

X

X

230 mm Thk Plinth Wall

PCC (1:3:6)

Compaction Earth

Plinth tie beam

Foundation tie beam

50mm.

150 th. stone soling or Flat brick soling

GL

230

230

450

75

SECTION AT X-X

450

55

150

150

250

230

55 55 230 55 55

GROUND LEVEL

4 -12Ø( Fe415 or Fe 500)

Flat Brick Soling

with compaction

Leveling PCC(1:3:6)

Earth Compaction

1 B

rick height

500

230

340

BRICK MASONRY TOE WALL

23

0

20

05

5

600

4 -12Ø( Fe415 or Fe 500)

25

0

GROUND LEVEL

150 mm Stone Soling

with compaction

Leveling PCC(1:3:6)

Earth Compaction

230

70

0

112

375

Stone Masonary (1:6)

STONE MASONRY TOE WALL

PLINTH WALL FOR WEAK/

SOFT SOIL

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

PROJECT :

10

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

1 2 3 4

5000 4350 5000

4500

C1

C2

C1

C1

C2

C1

C1

C1

C2

C2

C2

C2

A

B

C

4500

COLUMN PLAN

COLUMN PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50

PROJECT :

11

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

Lo

Zo

ne

fo

r sp

licin

g o

f co

lu

mn

ba

rs

60Æ

Lo

Stirr

ups

10m

m Æ

@ 1

00

mm

c/c

Stirr

ups1

0mm

Æ@

10

0m

m c/c

Stirr

ups

10m

m Æ

@ 1

00

mm

c/c

hc/4

hc

L-SECTION OF COLUMN WITH LAPPING

Floor

Column C1 Column C2

COLUMN SIZE AND REINFORCEMENT

T & B (H/4) Mid (H/2)

Stirrups

Grade

Ground

Floor

8Ø @

100mm c/c

8Ø @

150mm c/c

M 20

350

35

0

4-20Ø + 4-16Ø

350

35

0

8-16Ø

First

Floor

M 20

350

35

0

350

35

0

8Ø @

100mm c/c

8Ø @

150mm c/c

Top

Floor

M 20

350

35

0

8Ø @

100mm c/c

8Ø @

150mm c/c

8-16Ø

8-16Ø

8-16Ø

350

35

0

8-16Ø

COLUMN DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50

PROJECT :

12

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

1 2 3 4

FOUNDATION TIE BEAM PLAN

A

B

C

5000 5000

45

00

4350

45

00

(Beam size 230x230)

1 2 3 4

PLINTH BEAM PLAN

A

B

C

5000 5000

4500

4350

B'

2700

1800 Please refer Sheet no. 20

for detail (Wall with Door)

Please refer Sheet no. 20

for detail (Wall with Door)

1 2 3 4

A

B

C

5000 5000

4500

4350

4500

BEAM PLAN(Second Floor)

1 2 3 4

BEAM PLAN(First Floor)

A

B

C

5000 5000

45

00

4350

B'

27

00

18

00

SECONDARY

BEAM

Please refer Sheet no. 20

for detail (Wall with Door)

Please refer Sheet no. 20

for detail (Wall with Door)

BEAM PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:100

PROJECT :

13

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

D D

C C

4

3

21

1500

1500 1305

1305 1500

1500

800 3000 800

1115

800 3000 800

5000

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

D

D

3-16ÆTh.

3-16ÆTh.

C

3-16ÆTh.+

2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+

2-16ÆEX.

3-16ÆTh.+2-16ÆEX. 3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.3-16ÆTh. 3-16ÆTh.

3-16ÆTh. 3-16ÆTh.

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

L-Section of beam along grid B'

(SECONDARY BEAM)

50004350 5000

800

Zone for Bottom

bar lapping

Middle 1/3 Zone for

top bar lapping

Zone for Bottom

bar lapping

800

230

800 800 800

230800

450

450

A A

B B

4

3

21

1525

1500 1305

1305 1500

1525

850 3000 800

800 1000 800

800 3000 850

5025

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

A

A

3-16ÆTh.

3-16ÆTh.

B

3-16ÆTh.+

2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+

2-16ÆEX.

3-16ÆTh.+2-16ÆEX. 3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.3-16ÆTh. 3-16ÆTh.

3-16ÆTh. 3-16ÆTh.

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

L-Section of beam along grid A,B,C

(FIRST FLOOR - BEAM)

50004350 5000

800

Zone for Bottom

bar lapping

Middle 1/3 Zone for

top bar lapping

Zone for Bottom

bar lapping

800350 350 800 800 350 800

350800

450

625

450

625

A

A

B B

CB

A

1375

1350 1350

1350

850 2500 800

800 2500 800

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

4525

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.

3-16ÆTh.

A

3-16ÆTh.

3-16ÆTh.

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

A

3-16ÆTh.+2-16ÆEX.

3-16ÆTh.+2-16ÆEX.

L-Section of beam along grid 1,2,3,4

(FIRST FLOOR - BEAM)

4500

350 800

Zone for Bottom

bar lapping

Middle 1/3 Zone for

top bar lapping

800

Zone for Bottom

bar lapping

350 800 800 350450

450

625

625

230

35

0

Section at B-B

3-16ÆTh.

3-16ÆTh.

230

35

0

3-16ÆTh.+ 2-16ØEx.

3-16ÆTh.+ 2-16ØEx.

Section at A-A

230

30

0

Section at D-D

3-16ÆTh.+ 2-16ØEx.

3-16ÆTh.+ 2-16ØEx.

230

30

0

Section at C-C

3-16ÆTh.

3-16ÆTh.

BEAM DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50 & 1:25

PROJECT :

14

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

E E

F F

4

3

21

1525

1500 1305

1305 1500

1527

850 3000 800

800 1000 800

800 3000 852

5025

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+1-16ÆEX.

E

E

2-16ÆTh.

2-16ÆTh.

F

2-16ÆTh.+

1-16ÆEX.

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+

1-16ÆEX.

2-16ÆTh.+1-16ÆEX. 2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+1-16ÆEX.2-16ÆTh. 2-16ÆTh.

2-16ÆTh. 2-16ÆTh.

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

L-Section of beam along grid A,B,C

(SECOND FLOOR - BEAM)

50004350 5000

800

Zone for Bottom

bar lapping

Middle 1/3 Zone for

top bar lapping

Zone for Bottom

bar lapping

800350 350 800 800 350 800

350800

450

450

625 625

E

E

F F

CB

A

1375

1350 1350

1375

850 2500 800

800 2500

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@100mmc/c

8Ø@150mmc/c

8Ø@150mmc/c

4525

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.

2-16ÆTh.

E

2-16ÆTh.

2-16ÆTh.

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+1-16ÆEX.

E

2-16ÆTh.+1-16ÆEX.

2-16ÆTh.+1-16ÆEX.

L-Section of beam along grid 1,2,3,4

(SECOND FLOOR - BEAM)

4500

350 800

Zone for Bottom

bar lapping

Middle 1/3 Zone for

top bar lapping

800

Zone for Bottom

bar lapping

350 800 850 350 450

450

625

625

230

35

0

Section at F-F

2-16ÆTh.

2-16ÆTh.

230

35

0

2-16ÆTh.+1-16ØEx.

2-16ÆTh.+1-16ØEx.

Section at E-E

MAIN BEAM

SECONDARY BEAM

Ld.

60°

2 nos. - Ø 16

Connection Detail Between Main & Secondary Beam

(Section)

BEAM DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50

PROJECT :

15

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

4350

1 2 3 4

50005000

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø

@150m

m c/c

8Ø

@150m

m c/c

8Ø

@150m

m c/c

8Ø@150mm c/c

8Ø

@150m

m c/c

8Ø@150mm c/c

8Ø@150mm c/c

750

750

675

1350

1350

675

1500 900

9001500

4500

4500

A

B

C

8Ø

@150m

m c/c

8Ø

@150m

m c/c

X

Y

SLAB PLAN FOR ALL FLOORS

SLAB THICKNESS= 125mm

X

Y

SLAB REINFORCEMENT PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50

PROJECT :

16

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

500043505000

8mmØ@150mm c/c

750 1500 900 900 1500 750

8mmØ@150mm c/c

8mmØ@150mm c/c

8mmØ@150mm c/c 8mmØ@150mm c/c8mmØ@150mm c/c

L- SECTION OF SLAB ALONG X-X DIRECTION

13 42

450

450

45004500

8mmØ@150mm c/c

675 1350 1350 675

8mmØ@150mm c/c

8mmØ@150mm c/c 8mmØ@150mm c/c

L- SECTION OF SLAB ALONG Y-Y DIRECTION

ACB

450

450

SLAB SECTIONS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:25

PROJECT :

17

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

4350

2 3

A

B

SLAB PLAN FOR STAIRCASE ROOF

SLAB THICKNESS= 125mm

Y

Y

X

X

45

00

.

8Ø@150mm c/c

.

8Ø@150mm c/c

8Ø@150mm c/c

.

10

00

625 625

62

5

4350

900 900

8mmØ@150mm c/c

8mmØ@150mm c/c

L- SECTION OF SLAB ALONG X-X DIRECTION

32

450

450

4500

8mmØ@150mm c/c

675 1350

8mmØ@150mm c/c

L- SECTION OF SLAB ALONG Y-Y DIRECTION

A B

1000

450

STAIRCASE SLAB

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:25

PROJECT :

18

Scale : 1:50

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

UP

32

B

A

STAIRCASE PLAN

45

00

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

19

20

Thickness Of Waist Slab = 150mm

Tread = 300 mm

Riser = 150mm

1

2

3

4

5

8Ø @200mm c/c

12Ø @150mm c/c

6

10

REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-1

8Ø Nosing bar in each step

8Ø Link @ each step

7

8

9

12Ø @150mm c/c

Wall Supporting Landing Beam

Plinth beam

L

/

3

7

0

5

L

/

3

L

12Ø @150mmc/c

8Ø Nosing bar in each step

8Ø Link @ each step

REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-2

11

12

13

14

15

16

17

18

19

20

8Ø @200mm c/c

12Ø @150mmc/c

Wall Supporting Landing beam

705

L

/

3

7

0

5

L

7

0

5

L

/

3

2 3

BEAM LAYOUT PLAN

A

B

4350

2 3

A

B

(Staircase Roof Level)

45

00

10

00

45

00

60

0

DOWEL BAR 4NOS.16Ø

LANDING BEAM

75 MM GAP FILLED WITH THERMOCOL PACKING

COLUMN

LANDING BEAM CONNECTION DETAIL

STAIRCASE DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

1:50 &1:25

PROJECT :

19

(SCALE - 1:100)

(SCALE - 1:50)

(SCALE - 1:25)

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

(SCALE - 1:25)

A

A

BB

SECTIONAL PLAN AT B - B

DETAIL AT A

OPTION-I

OPTION-II

SECTIONAL PLAN AT B - B

SECTION AT A - A

INDEX

8Ø (1L)150

C/C spacing

No. of legs

Diameter of Bars

(Fe415)

Grade of Rebar

DETAIL AT A'

A'

A

WALL WITH WINDOW

A1

A1

B1B1

SECTIONAL PLAN AT B1 - B1

DETAIL AT A1

OPTION-I

OPTION-II

SECTIONAL PLAN AT B1 - B1

SECTION AT A1 - A1

DETAIL AT X

450

A1

8Ø (1L)150

C/C spacing

No. of legs

Diameter of Bars

(Fe415)

Grade of Rebar

X

DETAIL AT A1' & S-S

WALL WITH DOOR

S S

BAND DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

PROJECT :

1:50

20

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

2.7

5 m

≤

h

≤

3

.3

5 m

3 m > b > 4.5 m

ELEVATION

230

Half thk Brick Wall

12.5 mm Plaster

Horizontal band

450 mm Wide GI

Chicken wire mesh

Z2

Z2

Half Brick thk

Wall with door

12.5 mm Plaster

150 mm lap

Y

Vertical band

450 mm Wide GI

Chicken wire mesh

Z

Vertical band

450 mm Wide GI Chicken wire mesh

Vertical band

450 mm Wide GI

Chicken wire mesh

2 mm GI Anchors

@ 300 c/c Staggered at each

alternate brick course

2 mm GI Anchors

@ 300 c/c Staggered at

each alternate brick course

Detail Z

RC Beam

5 Nos of 75 mm nail

with washer

Vertical band

450 mm Wide GI Chicken

wire mesh

10

0

Detail Y

Z3 Z3

SECTIONAL PLAN AT Z3 - Z3

BAND Detail of Solid Partition Walls

Less than 6" thick wall

2 mm GI Anchors @ 300 c/c

Staggered at each alternate

brick course

12.5 mm Plaster

SECTION AT Z2 - Z2

Mortar joint

450 mm Wide GI Chicken

wire mesh

150 mm lap

Half thk Brick Wall

12.5 mm Plaster

450 mm Wide GI Chicken

wire mesh

Half Brick thk Partition

Wall

Z1 Z1

Z2

Z2

2 mm GI Anchors @ 300 c/c

Staggered at each alternate

brick course

2 mm GI Anchors @ 300 c/c

Staggered at each alternate

brick course

ELEVATION

SECTIONAL PLAN AT Z1 - Z1

SECTION AT Z2 - Z2

BAND Detail of Solid Partition Walls

Less than 6" thick wall

Mortar joint

450 mm Wide GI Chicken

wire mesh

A2

A2

B2B2

SECTIONAL PLAN AT B2 - B2

DETAIL AT A2

OPTION-I

OPTION-II

SECTIONAL PLAN AT B2 - B2

SECTION AT A2 - A2

INDEX

8Ø (1L)150 (Fe415)

A2

A2'

DETAIL AT A2'

SOLID WALL

BAND DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

Approved by :

PROJECT :

1:50 &1:25

21

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Oct 2018)

W1 W1

W

W

W

D1 D1

D D

GROUND FLOOR LIGHT LAYOUT PLAN

F.Floor2 Way

Floor MCB distribution board(DB)

2

2

2

2

CEILING FAN

CEILING FAN

CEILING FAN

CEILING FAN

DB

SB-2/DB

SB-2/S1 SB-2/S1

SB-2/S3

SB-2/S2SB-2/S2

SB-2/S4

SB-2/S5SB-2/S6

SB-2/S6

10M

SB-1/DBSB-1/DB

SB-1/DB

SB-1/S1

SB-1/S1 SB-1/S1SB-1/S1

SB-1/S1

SB-3/DB2M

SB-3/DB2M

SB-3/S1

SB-3/S2

SB-4/DB10M

SB-4/S6

SB-4/S1

SB-4/S3

SB-4/S2

SB-4/S4

SB-4/S5

SB-4/S1

SB-4/S2

SB-4/S6

L1L1

L1

L1

L1

L1

L2 L2L2

L2

L2

L2

L2

L2

L2

L3L3

L3

L3

L3

L3

L3 L3L3

L1

2. LIGHT/FAN/5A/16A SOCKET POINT 2X2.5 SQ. MM+1X 1.5 SQ MM(LNE)

1. PVC PIPE OF 20 mm dia 2MM THICK FOR CONCEALED WIRING SHOULD BE USED

7

6

1

2

3

4

ParticularsS.N.

5

Symbol24 W LED Panel Light

Floor MCB distribution board(DB)

One way modular switch(Multi-gang)

6/16A 5 Pin switch socket outlet

Two way modular switch

2

1

Ceiling Fan

9W Square type LED Light

LEGEND

GROUND FLOOR PLAN

(LIGHT LAYOUT)

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

E1

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

Approved by :

1:75

PROJECT :

2 Storey 4 Classrooms

Revised (Oct 2018)

W1 W1

W

W

W

D1 D1

D D

PS

PS

PS

PS

PS

PS

PS

PS

PS

P1/DBP2/DB

2. LIGHT/FAN/5A/16A SOCKET POINT 2X2.5 SQ. MM+1X 1.5 SQ MM(LNE)

1. PVC PIPE OF 20 mm dia 2MM THICK FOR CONCEALED WIRING SHOULD BE USED

7

6

1

2

3

4

ParticularsS.N.

5

Symbol24 W LED Panel Light

Floor MCB distribution board(DB)

One way modular switch(Multi-gang)

6/16A 5 Pin switch socket outlet

Two way modular switch

2

1

Ceiling Fan

9W Square type LED Light

LEGEND

GROUND FLOOR POWER LAYOUT PLAN

GROUND FLOOR PLAN

(POWER LAYOUT)

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

E2

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

Approved by :

1:75

PROJECT :

2 Storey 4 Classrooms

Revised (Oct 2018)

W1 W1

W

W

W

D1 D1

D D

FIRST FLOOR LIGHT LAYOUT PLAN

T.Floor2 Way

Floor MCB distribution board(DB)

2

2

2

2

CEILING FAN

CEILING FAN

PS

PS

CEILING FAN

CEILING FAN

Floor MCB distribution board(DB)

DB

SB-6/DB

SB-6/S1 SB-6/S1

SB-6/S3

SB-6/S2SB-6/S2

SB-6/S4

SB-6/S5SB-6/S6

SB-6/S6

10M

SB-5/DBSB-5/DB

SB-5/DB

SB-5/S1

SB-5/S1 SB-5/S1SB-5/S1

SB-5/S1

SB-7/DB2M

SB-7/DB2M

SB-7/S1

SB-7/S2

SB-8/DB10M

SB-8/S6

SB-8/S1

SB-8/S3

SB-8/S2

SB-8/S4

SB-8/S5

SB-8/S1

SB-8/S2

SB-8/S6

L5 L6

L4

L4L4L4

L4

L4

L4

L5

L5

L5

L5L5

L5

L5

L5

L6

L6

L6L6 L6

L6

L6

L6

2. LIGHT/FAN/5A/16A SOCKET POINT 2X2.5 SQ. MM+1X 1.5 SQ MM(LNE)

1. PVC PIPE OF 20 mm dia 2MM THICK FOR CONCEALED WIRING SHOULD BE USED

7

6

1

2

3

4

ParticularsS.N.

5

Symbol24 W LED Panel Light

Floor MCB distribution board(DB)

One way modular switch(Multi-gang)

6/16A 5 Pin switch socket outlet

Two way modular switch

2

1

Ceiling Fan

9W Square type LED Light

LEGEND

FIRST FLOOR PLAN

(POWER LAYOUT)

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

E3

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

Approved by :

1:75

PROJECT :

2 Storey 4 Classrooms

Revised (Oct 2018)

W1 W1

W

W

W

D1 D1

D D

Floor MCB distribution board(DB)

PS

PS

PS

PS

PS

PS

PS

PS

PS

P3/DBP4/DB

2. LIGHT/FAN/5A/16A SOCKET POINT 2X2.5 SQ. MM+1X 1.5 SQ MM(LNE)

1. PVC PIPE OF 20 mm dia 2MM THICK FOR CONCEALED WIRING SHOULD BE USED

7

6

1

2

3

4

ParticularsS.N.

5

Symbol24 W LED Panel Light

Floor MCB distribution board(DB)

One way modular switch(Multi-gang)

6/16A 5 Pin switch socket outlet

Two way modular switch

2

1

Ceiling Fan

9W Square type LED Light

LEGEND

FIRST FLOOR POWER POINT LAYOUT PLAN

FIRST FLOOR PLAN

(POWER LAYOUT)

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

E4

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

Approved by :

1:75

PROJECT :

2 Storey 4 Classrooms

Revised (Oct 2018)

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

E5

Approved by :

PROJECT : Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2 Storey 4 Classrooms

Revised (Sep 2018)

DISTRIBUTION SYSTEM