25
Government of Nepal National Reconstruction Authority Central Level Project Implementation Unit (EDU) Gyaneshwor, Kathmandu 2 Storey 6 Classrooms Revised (Nov 2018)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
CLASS - ROOM
4750x6950
Black Board
2.4 m x 1.2 m
Black Board
2.4 m x 1.2 m
D1
W
W
W
W
W
W
2 3
4
51
C
B
A
A
A
350 575
5000 5000 4350 5000
19700
35
0
57
5
12
00
60
01
20
0
57
5
35
0
57
5
12
00
87
5
45
00
45
00
93
50
35
0
45
00
45
00
93
50
UP
15
00
35
0
350
5000 5000 4350 5000
19700
GROUND FLOOR PLAN
UP
D1
Black Board
2.4 m x 1.2 m
D1
850 2950
850
350
850 3800
350
4000
350
850
350
15
00
87
5
12
00
57
53
50
57
5
12
00
60
0
12
00
57
5
35
0
1500
500
1500
575 350 575
1500
500
1500
575 350
1250 1500 1250
350 575
1500
500
1500
575 350
100
2000 2000
3800
W1 W1 W1 W1 W2 W1 W1
D D
CLASS - ROOM
4750x6950
CLASS - ROOM
4750x6950
D
1:12 RAMP
GROUND FLOOR PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
1
Approved by :
1:75
PROJECT :
2 Storey 6 Classrooms
Revised (Nov 2018)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
CLASS - ROOM
4750x7085
Black Board
2.4 m x 1.2 m
Black Board
W
W
W
W
W
W
2 3
4
51
C
B
A
A
A
350 575
5000 5000 4350
19700
350
575
1200
600
1200
575
350
575
1200
875
4500
4500
9350
350
4500
4475
9350
1500
350
350
5000 5000
4350 5000
19700
FIRST FLOOR PLAN
UP DN
Black Board
2.4 m x 1.2 m
850 850
350
850 3800
350
350 850
350
1500
875
1200
575
350
575
1200
600
1200
575
350
1500
500
1500
575 350 575
1500
500
1500
575 350
1250 1500 1250
350 575
1500
500
1500
575 350
5000
3800
W1 W1 W1 W1 W2 W1 W1
825
D D
CLASS - ROOM
4750x7085
CLASS - ROOM
4750x7085
D1 D1
D1
D
2950 3175
FIRST FLOOR PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
2
Approved by :
1:75
PROJECT :
2 Storey 6 Classrooms
Revised (Nov 2018)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
5 6
TOP FLOOR PLAN
D1
DN
350
1250 1500 1250
350
4350
350
4150
4500
6125
19700
9350
10000 5000
A
A
9350
A
B
350
1000
375
450
450
450450
ROOF PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
3
Approved by :
1:75
PROJECT :
2 Storey 6 Classrooms
Revised (Nov 2018)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
FRONT ELEVATION
450
3000
3000
3000
10550
BACK ELEVATION
1100
1500
450
3000
3000
3000
1000
10550
ELEVATIONS
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
4
Approved by :
1:100
PROJECT :
2 Storey 6 Classrooms
Revised (Nov 2018)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
LEFT SIDE ELEVATION RIGHT SIDE ELEVATION
30
00
45
0
30
00
19
00
11
00
19
00
10
00
SECTION AT A-A
30
00
11
00
44
00
G.L
15
0
12
5
11
00
CORRIDOR
A
ISNB 32 M
ISNB 40 M
25mm Square Pipe 2mm thickness
ISNB 32 M
ISNB 32 M
CORRIDOR SLOPE 1%
86
0
95
12
0
95
11
00
125
100Ø PVC PIPE
ELEVATIONS AND
SECTION
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
5
Approved by :
As Mentioned
PROJECT : Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
DETAIL AT A
Scale : 1:20
DRAIN PIPE DETAIL
Scale : 1:50
Scale : 1:100
Scale : 1:100 Scale : 1:100
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:
6331100 x 2100D
1200 x 1350W
3.
D1391919733
4.
900 x 2100
12661500 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 6 Classrooms
Revised (Nov 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 6 Classrooms
Revised (Nov 2018)
A
B
C
1 2 3
4
5
F1
F1
F1
F1
F2 F2 F2
F2 F2 F2
F3
EXACAVATION PLAN
5000 5000 4350 5000
4500
4500
F2 F2F3 F3
L+150
B +
150
L+150 L+150 L+150
L+150
B +
150
B +
150
B +
150
B +
150
L+150
B +
150
L+150
B +
150
L+150
B +
150
L+150
B +
150
L+150
B +
150
L + 150
B +
150
L+ 150
B +
150
L+ 150
B +
150
L+ 150
B +
150
L + 150
B +
150
1 2 3
4
5
t +
150
t +150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +
150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
EXCAVATION PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
8
Approved by :
1:75
PROJECT : Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
A
B
C
1 2 3
4
5
F1
F1
F1
F1
F2 F2 F2
F2 F2 F2
F3
FOUNDATION PLAN
5000 5000 4350 5000
4500
4500
F2 F2F3 F3
FOUNDATION PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
9
Approved by :
1:75
PROJECT : Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 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
See Table
FOOTING PLAN
Side Cover 50 mm
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 6 Classrooms
Revised (Nov 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 :
11
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
C2
C2
C2
C2
C1 C1 C1
C1
C1
C1
C1
5000 4350 5000
A
B
C
1 2 3
4
5
4500
4500
C1C2 C2
C2
COLUMN PLAN
5000
COLUMN PLAN
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 6 Classrooms
Revised (Nov 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
8Ø @
100mm c/c
8Ø @
150mm c/c
M 20
350
35
0
4-20Ø + 4-16Ø
350
35
0
8-16Ø
M 20
350
35
0
350
35
0
8Ø @
100mm c/c
8Ø @
150mm c/c
M 20
350
35
0
8Ø @
100mm c/c
8Ø @
150mm c/c
8-16Ø
8-16Ø
8-16Ø
10
350
35
0
8-16Ø
Ground
Floor
First
Floor
Top
Floor
COLUMN DETAILS
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:50
PROJECT :
13
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
1 2 3 4
FOUNDATION TIE BEAM PLAN
A
B
C
5000 5000
45
00
4350
45
00
(Beam size 230x230)
5
5000
PLINTH BEAM PLAN
A
B
C
5000 5000
45
00
4350
(Beam size 230x230)
B'
27
00
18
00
1 2 3 4 5
5000
SECONDARY
BEAM
Please refer Sheet no. 23
for detail (Wall with Door)
Please refer Sheet no. 23
for detail (Wall with Door)
BEAM PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:100
PROJECT :
14
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
BEAM PLAN(First Floor)
A
B
C
5000 5000
4500
4350
B'
2700
1800
SECONDARY
BEAM
1 2 3 4 5
5000
Please refer Sheet no. 23
for detail (Wall with Door)
Please refer Sheet no. 23
for detail (Wall with Door)
A
B
C
5000 5000
4500
4350
4500
BEAM PLAN(Second Floor)
1 2 3 4 5
5000
BEAM PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:100
PROJECT :
15
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
A
B B B
54321
1500 1500
1500 13051305 1500
1500
5000
5000
825 3000 825 825 3000 825 825 2350 825
825
3000 825
8Ø@100mmc/c
8Ø@100mmc/c
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
8Ø@150mmc/c
AA
A
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.+
2-16ÆEX.
3-16ÆTh.+
2-16ÆEX.
3-16ÆTh. 3-16ÆTh. 3-16ÆTh.3-16ÆTh.
3-16ÆTh.
3-16ÆTh.
3-16ÆTh. 3-16ÆTh.
First Floor beam along grid A,B,C
4350
5000
350 825
Zone for Bottom
bar lapping
Middle 1/3 Zone for
top bar lapping
Zone for Bottom
bar lapping
825 350 825
825 350 825
825 350 825
825 350
A
3-16ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
1500
625
625
450
450
A
A
B B
CBA
825 2500 825
825 2500825
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@150mmc/c
8Ø@150mmc/c
4500
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.
First floor beam along grid 1,2,3,4
4500
350 825
Zone for Bottom
bar lapping
Middle 1/3 Zone for
top bar lapping
Zone for Bottom
bar lapping
825 350 825 825 350450
625
625
450
1380
138013801380
230
37
5
Section at B-B
3-16ÆTh.
3-16ÆTh.
230
37
5
Section at A-A
3-16ÆTh.+ 2-16ØEx.
3-16ÆTh.+ 2-16ØEx.
BEAM DETAILS
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:50 & 1:25
PROJECT :
16
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
230
37
5
Section at B-B
3-12ÆTh.
3-16ÆTh.
230
37
5
Section at A-A
3-12ÆTh.+ 2-16ØEx.
3-16ÆTh.+ 2-16ØEx.
A
B B
CBA
825 2500 825
825 2500 825
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@100mmc/c
8Ø@150mmc/c
8Ø@150mmc/c
4500
3-12ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
3-12ÆTh.
3-16ÆTh.
A
3-12ÆTh.
3-16ÆTh.
3-12ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
A
3-12ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
Second floor beam along grid 1,2,3,4
4500
350 825
Zone for Bottom
bar lapping
Middle 1/3 Zone for
top bar lapping
Zone for Bottom
bar lapping
825 350 825 825 350450 450
1380
1380 1380 1380
A
B B B
54321
1500 1500
1500 13051305 1500
1500
5000
5000
825 3000 825 825 3000 825 825 1000 825
825
3000 825
8Ø@100mmc/c
8Ø@100mmc/c
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
8Ø@150mmc/c
AA
A
B
3-12ÆTh.+2-16ÆEX. 3-12ÆTh.+2-16ÆEX.
3-12ÆTh.+
2-16ÆEX.
3-12ÆTh.+
2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
3-16ÆTh.+
2-16ÆEX.
3-16ÆTh.+
2-16ÆEX.
3-12ÆTh. 3-12ÆTh. 3-12ÆTh.3-12ÆTh.
3-16ÆTh.
3-16ÆTh.
3-16ÆTh. 3-16ÆTh.
Second floor beam along grid A,B,C
4350 5000
350
825
Zone for Bottom
bar lapping
Middle 1/3 Zone for
top bar lapping
Zone for Bottom
bar lapping
825 350 825
825 350 825
825 350 825
825 350
A
3-12ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
1500
425
450
BEAM DETAILS
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:50
PROJECT :
17
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
C
D D D
54321
1500 1500
1500 13051305 1500
1500
5000
5000
885 3000 885 885 3000 885 2350 885
885
3000 885
8Ø@100mmc/c
8Ø@100mmc/c
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
8Ø@150mmc/c
CC
C
D
3-12ÆTh.+2-16ÆEX. 3-12ÆTh.+2-16ÆEX.
3-12ÆTh.+
2-16ÆEX.
3-12ÆTh.+
2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
3-16ÆTh.+2-16ÆEX.
3-16ÆTh.+
2-16ÆEX.
3-16ÆTh.+
2-16ÆEX.
3-12ÆTh. 3-12ÆTh. 3-12ÆTh.3-12ÆTh.
3-16ÆTh.
3-16ÆTh.
3-16ÆTh. 3-16ÆTh.
4350 5000
230
885
Zone for Bottom
bar lapping
Middle 1/3 Zone for
top bar lapping
Zone for Bottom
bar lapping
885 885
885 885
885 885
885
450
450
230
30
0
Section at D-D
3-12ÆTh.
3-16ÆTh.
230
30
0
Section at C-C
3-12ÆTh.+ 2-16ØEx.
3-16ÆTh.+ 2-16ØEx.
(Plan)
Connection Detail Between
Main & Secondary Beam
MAIN BEAM
SECONDARY BEAM
Ld.
60°
2 nos. - Ø 16
Connection Detail Between Main & Secondary Beam
Ld
Ld
(Section)
BEAM DETAILS
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:50 & 1:25
PROJECT :
18
L-Section of beam along grid B' (SECONDARY BEAM)
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
2 3 4 51
A
B
C
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@150mm c/c
8Ø
@150m
m c/c
750 1500 1500 1500 900 900
150150
1500 750
5000 5000 4350 5000
675
1350
1350
4500
4500
8Ø@150mm c/c
8Ø
@150m
m c/c
8Ø@150mm c/c
8Ø
@150m
m c/c
8Ø
@150m
m c/c
X
X
Y
Y
SLAB PLAN FOR ALL FLOORS
SLAB THICKNESS= 125mm
SLAB REINFORCEMENT PLAN
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
1:50
PROJECT :
19
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
435050005000
8mmØ@150mm c/c
750 1500 1500 1500 900 900 1500
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
1 3 42
450
50005000
1500 1500 1500 750
8mmØ@150mm c/c8mmØ@150mm c/c
8mmØ@150mm c/c8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
4 65
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 :
20
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
4350
2 3
A
B
SLAB PLAN FOR STAIRCASE ROOF
SLAB THICKNESS= 125mm
Y
Y
X
X
4500
.
8Ø@150mm c/c
.
8Ø@150mm c/c
8Ø@150mm c/c
.
1000
625 625
625
3500
900 900
8mmØ@150mm c/c
8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
32
4500
8mmØ@150mm c/c
675 1350
8mmØ@150mm c/c
L- SECTION OF SLAB ALONG Y-Y DIRECTION
A B
1000
STAIRCASE SLAB
TITLE :Scale :
Designed by :
Date :
Sheet No:
Checked by :
Approved by :
As Mentioned
PROJECT :
21
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
Scale : 1:50
Scale : 1:25
Scale : 1:25
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)
4500
1000
4500
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 :
PROJECT :
22
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
(SCALE - 1:100)
(SCALE - 1:50)
(SCALE - 1:25)
(SCALE - 1:25)
(SCALE - 1:30)
As Mentioned
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
23
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
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
24
Government of NepalNational Reconstruction Authority
Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu
2 Storey 6 Classrooms
Revised (Nov 2018)
