w1 w1 w1 1000 sqft single stor… · 2 w1 w1 w1 w1 w1 w1 w1 ramp (1:8) slope md d1 up sheet no:...

9
AREA: 90 sq.m. ENTRY PORCH 1 SEATING 2 GURU SEATING 3 SCROLLS STORE 4 MAIN DEITY 5 4 5 300 2100 3300 2100 975 3 4 A A 1 1 B B C C D D 2 2 3 3 4 4 5 5 1500 975 300 975 300 975 975 1497 300 978 975 300 1500 300 1200 3750 3750 3000 3750 1500 11550 1800 300 300 300 1800 600 150 300 2100 1500 150 1800 600 300 150 300 150 1500 2100 3300 7800 7800 UP 300 975 900 975 1575 300 11550 975 1500 300 300 3750 1200 1500 3750 3750 975 300 1500 UP A A 1 2 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation Unit (CLPIU-GMaLI) Earthquake Monastery Reconstruction Project (EMRP) Jwagal, Lalitpur Reconstruction of Monasteries(Type Design) Consultant: Project: Cegelec Engineering Pvt. Ltd. Budhhanagar Kathmandu, Nepal Checked By : CLPIU-GMaLI Approved By :National Reconstruction Authority Single Storey RCC: Plinth Area 1000 sq.ft Sheet Title : Architectural Details 01 S/N Dimension Description Nos Symbol 1 2 MD D1 Main Door Door 1 1 1800x2400 900x2400 3 W1 1500X1500 Window 11 VIEW2 VIEW1 VIEW4 VIEW3 OPENING SCHEDULE 1200 300 900 1050

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Page 1: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

AREA: 90 sq.m.

ENTRY PORCH1

SEATING2

GURU SEATING3

SCROLLS STORE4

MAIN DEITY5

4

5

30

0

21

00

33

00

21

00

975

3

4

AA

1

1

BB

CC

DD

2

2

3

3

4

4 5

5

1500 975300 975 300 975 9751497 300978 975 3001500 3001200

3750 3750

30

00

3750 1500

11550

18

00

30

03

00

30

0

18

00

60

0

15

0

30

0

21

00

15

00

15

01

80

06

00

30

01

503

00

15

0

15

00

21

00

33

00

78

00

78

00

UP

300 975 900 9751575 300

11550

9751500 300 300

3750

1200

150037503750

975 3001500

UP

A A1

2

2

W1 W1

W1W1

W1

W1

W1

RAMP

(1:8) slope

MD

D1

UP

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Architectural Details

01

S/N Dimension DescriptionNosSymbol

1

2

MD

D1

Main Door

Door

1

1

1800x2400

900x2400

3

W11500X1500

Window

11

VIE

W2

VIE

W1

VIEW4

VIEW3

OPENING SCHEDULE

1200 300

90

0

1050

Page 2: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

A A

ROOF PLAN

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Architectural Details

02

FIRST FLOOR PLAN

1

1

BB

CC

2

2

A A

UP

UP

1500300 975 975 300

3750

4050

30

03

00

33

00

36

00

W1

W1

W1

W1

1500

3750

61

03

60

06

10

610 4050 610

5270

48

20

1275 1275

4050

75

01

50

07

50

610 4050 610

2100

10

50

Page 3: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

SECTION AT A-A

16

25

3" PCC

2" Flat Brick Solling

Earth Compaction

Floor Finishing with approved Material

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Architectural Details

03

CGI Sheet

MS Purlin

2 no MS trusses in opposite direction

-450 GROUND LVL

0000 PLINTH LVL

+3600 FIRST FLOOR

+6150 ROOF LVL

+2400 LINTEL LVL

+5325 LINTEL LVL

+7930 TOP LEVEL

Page 4: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Architectural Details

04

VIEW 2

VIEW 4

VIEW 3

VIEW 1

Page 5: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Structural Details

01

AA

1

1

BB

CC

DD

2 3

2 3

4

4 5

5

10

00

1000 1250 1250

1000

F2

F2 F2

F2

12

50

12

50

10

00

12501000 1250 1000

F1

F1

12

50

10

00

90

0

900

90

0

9001250

1250

1250

1250

12

50

12

50

10

00

12

50

12

50

12

50

12

50

12

50

12

50

12

50

1250

1250

12501250

F3 F3

F3

F3

F3F3

F3

F3

F4F4

F4

F4

AA

1

1

BB

CC

DD

2 3

2 3

4

4 5

5

78

00

30

03

00

30

00

30

0

18

00

30

0

21

00

21

00

78

00

300

3450

300

3450

300

3450

300

3750 3750

11551

30

0

15

05

30

0

30

0

30

00

30

01

79

5

21

00

33

00

21

00

300

3450

300

3450

300

3450

300

3750 3750 3750

11551

33

00

3750

30

0

1

1

B

C

2

2

30

0

30

00

30

0

33

00

300

3450

3003750

4015

300

3450

300

3750

4015

36

00

B

C

36

00

30

0

30

00

30

0

33

00

C1C1

C1 C1

C1

C1

C1C1

C1C1

C1

C1C1 C1

C1C1

C1

C1

18

00

B2

B2

B2B2

B1

B1

B1

B1B1

B1

B1

B1B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1B1

B1 B1

B1

B1

B1

B1

FOUNDATION DETAIL

61

0

61

0

61

06

10

610

610

610610

610

4-16Ø+4-12Ø

300

30

0

4-16Ø+4-12Ø

300

30

0

4-16Ø+4-12Ø

300

30

0

4-16Ø+4-12Ø

300

30

0

4-16Ø+4-12Ø

300

30

0

4-16Ø+4-12Ø

300

30

0

230

35

52-16Ø(TH)

230

35

5

3-12ØTH

230

2-16Ø(TH)+1-12Ø(EXT)

230

35

5

3-12ØTH

230

30

0

3-12ØTH

230

30

0

3-12ØTH

35

5

AutoCAD SHX Text
Foundation No.
AutoCAD SHX Text
Length
AutoCAD SHX Text
F1
AutoCAD SHX Text
Breadth
AutoCAD SHX Text
Thickness
AutoCAD SHX Text
Bar in Foundation Slab
AutoCAD SHX Text
250
AutoCAD SHX Text
900
AutoCAD SHX Text
12 @ 150c/c bothways
AutoCAD SHX Text
F4
AutoCAD SHX Text
F2
AutoCAD SHX Text
900
AutoCAD SHX Text
Grid
AutoCAD SHX Text
B5 & C5
AutoCAD SHX Text
250
AutoCAD SHX Text
1000
AutoCAD SHX Text
12 @ 150c/c bothways
AutoCAD SHX Text
1000
AutoCAD SHX Text
A1, A4, D1 & D4
AutoCAD SHX Text
250
AutoCAD SHX Text
1250
AutoCAD SHX Text
12 @ 150c/c bothways
AutoCAD SHX Text
1250
AutoCAD SHX Text
F3
AutoCAD SHX Text
250
AutoCAD SHX Text
1250
AutoCAD SHX Text
12 @ 150c/c bothways
AutoCAD SHX Text
1250
AutoCAD SHX Text
A2, A3, B1, B4, C1, C4, D2 & D3
AutoCAD SHX Text
B2, B3, C2 & C3
AutoCAD SHX Text
BEAM DETAILS
AutoCAD SHX Text
Concrete Grade: M20 (1:1.5:3)
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
COLUMN DETAILS
AutoCAD SHX Text
Ground Floor to First Floor
AutoCAD SHX Text
COLUMN TYPE (C1)
AutoCAD SHX Text
Front Column (B5 & C5)
AutoCAD SHX Text
Corner Column (A1, A4, D1 & D4)
AutoCAD SHX Text
First Floor to Second Floor
AutoCAD SHX Text
Side Column (A2, A3, B1, B4. C1, C4, D2 & D3)
AutoCAD SHX Text
Middle Column (B2, B3, C2 & C3)
AutoCAD SHX Text
GRID
AutoCAD SHX Text
Concrete Grade: M20 (1:1.5:3)
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
Ground Floor (Tie Beam)
AutoCAD SHX Text
First Floor (B1)
AutoCAD SHX Text
Second Floor (Top Beam B2)
AutoCAD SHX Text
INTERMEDIATE BEAM
AutoCAD SHX Text
END BEAM
AutoCAD SHX Text
BEAM TYPE
Page 6: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

sheet no:

Government of Nepal

National Reconstruction Authority

Central Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Checked By : CLPIU-GMaLI

Approved By :National Reconstruction Authority

Single Storey RCC: Plinth Area 1000 sq.ftSheet Title :Structural Details

02

AA

1

1

BB

CC

DD

2 3

2 3

4

4 5

5

78

00

30

03

00

30

00

30

0

18

00

30

0

21

00

21

00

78

00

300

3450 300 3450 300 3450

300

3750 3750 3750

11551

30

0

15

05

30

0

30

0

30

00

30

0

30

0

21

00

33

00

21

00

300

3450

300

3450

300

3450

300

3750 3750 3750

11551

33

00

18

00

AA

1

BB

CC

DD

2 3 4 5

78

00

30

03

00

30

00

30

0

18

00

30

0

21

00

21

00

78

00

300

3450

300

3450

300

3450

300

3750 3750

11551

30

0

15

05

30

0

30

0

30

00

30

0

30

0

21

00

33

00

21

00

300

3450

300

3450

300

3450

300

3750 3750 3750

11551

33

00

60

0

60

0

60

0

600

600

24

8

1173 1186 1186

600117311731186600

60

0

60

0

600

249

50

0

11731186600

60

0

600

1173 1186

60

06

30

10

40

10

38

60

06

00

1186

24

8

3750

18

00

AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
8 mm @ 150mm c/c
AutoCAD SHX Text
Void
AutoCAD SHX Text
Void
Page 7: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

450

8Ø@100c/c

900 450 750 1500 750 450 900 450

8Ø@150c/c

3-12Ø(TH)

3-12Ø(TH)

1

1

750 1500 750

8Ø@100c/c 8Ø@150c/c 8Ø@100c/c

8Ø@150c/c8Ø@100c/c 8Ø@100c/c 8Ø@150c/c

8Ø@100c/c 8Ø@100c/c 8Ø@100c/c

3

3

8Ø@100c/c

8Ø@150c/c 8Ø@150c/c8Ø@100c/c 8Ø@100c/c 8Ø@150c/c

8Ø@100c/c 8Ø@100c/c 8Ø@100c/c

3-12Ø(TH)

3-12Ø(TH)

1

1

863 1725 863

8Ø@100c/c 8Ø@150c/c 8Ø@100c/c

8Ø@150c/c

8Ø@100c/c

8Ø@100c/c

8Ø@100c/c8Ø@150c/c8Ø@100c/c8Ø@100c/c8Ø@150c/c8Ø@100c/c

2

2

3

3

8Ø@150c/c

8Ø@100c/c

8Ø@100c/c

863 1725 863863 1725 863 863 1725 863

8Ø@100c/c8Ø@150c/c8Ø@100c/c8Ø@100c/c8Ø@150c/c8Ø@100c/c

3-12Ø(TH)

3-12Ø(TH)

3

3

3

3

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

3-12Ø(TH)

450 900 450 750 1500 750 450 900 450

863 1725 863 863 1725 863 863 1725 863

230

12

52

30

35

5

TYPICAL SECTION AT 1-1

3-12Ø

3-12Ø

Scale 1:25

TYPICAL SECTION AT 2-2

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)+1-12(EXT)

230

12

52

30

35

5

Scale 1:25

230

TYPICAL SECTION AT 3-3

3-12Ø

3-12Ø

30

5

Scale 1:25

60

0

35

5

60

0

35

5

60

0

60

0

35

5

60

0

60

0

35

5

60

0

60

0

30

5

60

0

60

0

30

5

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)+1-12Ø(EXT)

2

2

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)+1-12Ø(EXT)

2

2

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)+1-12Ø(EXT)

2

2

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)+1-12Ø(EXT)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2

2

2

2

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2-16Ø(TH)

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

TYPICAL SECTION AT 2'-2'

2-16Ø(TH)

2-16Ø(TH)

230

12

52

30

35

5

Scale 1:25

sheet no:

Government of Nepal

National Reconstruction Authority

Centeral Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries (Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

03

Single Storey RCC: Plinth Area 1000 sqft. Checked By: CLPIU-GMaLI

Approved By:National Reconstruction Authority

Sheet Title:Structural Details

Page 8: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

150 600 150

900

15

06

00

15

0

90

0

F1

FOOTING PLAN F1

300

FOOTING DETAIL F1

200 600 200

1000

20

06

00

20

0

10

00

F2

FOOTING PLAN F2

300

55

75

25

01

00

55

75

25

01

00

900 1000

FOOTING DETAIL F2

325 600 325

1250

32

56

00

32

5

12

50

F3

FOOTING PLAN F3

300

55

75

25

01

00

1250

FOOTING DETAIL F3

sheet no:

Government of Nepal

National Reconstruction Authority

Centeral Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Single Storey RCC: Plinth Area 1000 sqft. Checked By:CLPIU-GMaLI

Approved By: National Reconstruction Authority

Sheet Title:Structural Details

04

AutoCAD SHX Text
12 mm @ 150mm c/c
AutoCAD SHX Text
See column detail
AutoCAD SHX Text
8 mm tie-stirrups@100c/c
AutoCAD SHX Text
12 mm @ 150mm c/c
AutoCAD SHX Text
See column detail
AutoCAD SHX Text
8 mm tie-stirrups@100c/c
AutoCAD SHX Text
75 mm thick P.C.C (1:3:6)
AutoCAD SHX Text
55 mm thick dry brick soling
AutoCAD SHX Text
Compacted base
AutoCAD SHX Text
F1
AutoCAD SHX Text
F1
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
75 mm thick P.C.C (1:3:6)
AutoCAD SHX Text
55 mm thick dry brick soling
AutoCAD SHX Text
Compacted base
AutoCAD SHX Text
12 mm @ 150mm c/c
AutoCAD SHX Text
See column detail
AutoCAD SHX Text
8 mm tie-stirrups@100c/c
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
75 mm thick P.C.C (1:3:6)
AutoCAD SHX Text
55 mm thick dry brick soling
AutoCAD SHX Text
Compacted base
Page 9: W1 W1 W1 1000 Sqft Single stor… · 2 W1 W1 W1 W1 W1 W1 W1 RAMP (1:8) slope MD D1 UP sheet no: Government of Nepal National Reconstruction Authority Central Level Project Implementation

325 600 325

1250

32

56

00

32

5

12

50

F4

FOOTING PLAN F4

300

55

75

25

01

00

1250

FOOTING DETAIL F4

8 mm Ø tie-stirrups

@100c/c

55

75

Length

TYPICAL COLUMN DETAIL

50

01

50

0

92

0

Floor Finish

4-16Ø + 4-12 Ø (C1)

See beam detail

See column detail (C1)

Gound Level

36

00

6 nos 12 mm Ø

6-12 mm Ø

25

50

300

See beam detail

4-16 mm Ø + 2-12 mm Ø

6-12 mm Ø

sheet no:

Government of Nepal

National Reconstruction Authority

Centeral Level Project Implementation Unit (CLPIU-GMaLI)

Earthquake Monastery Reconstruction Project (EMRP)

Jwagal, Lalitpur

Reconstruction of Monasteries(Type Design)

Consultant:

Project:

Cegelec Engineering Pvt. Ltd.Budhhanagar Kathmandu, Nepal

Single Storey RCC: Plinth Area 1000 sqft. Checked By:CLPIU-GMaLI

Approved By: National Reconstruction Authority

Sheet Title:Structural Details

05

AutoCAD SHX Text
12 mm @ 150mm c/c
AutoCAD SHX Text
See column detail
AutoCAD SHX Text
8 mm tie-stirrups@100c/c
AutoCAD SHX Text
F4
AutoCAD SHX Text
F4
AutoCAD SHX Text
75 mm thick P.C.C (1:3:6)
AutoCAD SHX Text
55 mm thick dry brick soling
AutoCAD SHX Text
Compacted base
AutoCAD SHX Text
75 mm thick P.C.C (1:3:6)
AutoCAD SHX Text
55 mm thick dry brick soling
AutoCAD SHX Text
Compacted base