Department of Education...FOUNDATION DETAILS S5. PLINTH WALL FORMWORK / SOFT SOIL S6. COLUMN DETAILS...
Transcript of Department of Education...FOUNDATION DETAILS S5. PLINTH WALL FORMWORK / SOFT SOIL S6. COLUMN DETAILS...
Government of NepalMinistry of Education
Department of Education
PUBLISHED: June 2016
DRAWINGS LIST:
A1. GROUND FLOOR PLANA2. FIRST FLOOR PLANA3. SECOND FLOOR PLANA4. ELEVATIONSA5. ELEVATIONS & SECTIONS
2 STOREY - 8 ROOM - RCC
Type Design 3 - U-2b-alt 2
APPROVED: 72/09/19
S1. GENERAL NOTESS2. GRID, LAYOUT, EXCAVATIONS3. FOUNDATION NAMING PLANS4. FOUNDATION DETAILSS5. PLINTH WALL FORMWORK / SOFT SOILS6. COLUMN DETAILSS7. COLUMN DETAILSS8. BEAM LAYOUT PLANS9. BEAM DETAILS - FIRST FLOORS10. BEAM DETAILS - SECOND FLOORS11. BEAM DETAILS - SECOND FLOORS12. SLAB DETAILSS13. SLAB DETAILSS14. SLAB DETAILSS15. STAIRCASE DETAILSS16. BAND DETAILSS17. BAND DETAILS
CLASS - ROOM4750x6650
CLASS - ROOM CLASS - ROOM
Black Board2.4 m x 1.2 m
Black Board2.4 m x 1.2 m
D1 D1
D1D1
W
W
W
W
W
W
WWWWWWWW
2 3 4 51 6
A
B
C
X
X
W
350 575
5000 5000 4350 5000 5000
24700
350
375
1500
400
1500
375
350
413
1500
437
4500
4500
9375
350
4500
4500
9375
UP
1825
350
350
5000 5000 4350 5000 5000
24700
GROUND FLOOR PLAN
UP DN
RAMP
D1
Black Board2.4 m x 1.2 m
Black Board2.4 m x 1.2 m
D1D1D1
850 2950 850 350 850 3800 350 725 2550 725 350 3800 850 350 850 2950 850 350
1825
437
1500
413
350
375
1500
400
1500
375
350
1500500
1500575 350 575
1500500
1500575 350
1250 1500 1250350 575
1500500
1500575 350 575
1500500
1500575 350
CLASS - ROOM4750x6650 4750x6650
CLASS - ROOM4750x6650
1002000 2000
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U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur GROUND FLOOR PLAN
CLASS - ROOM4750x6650
CLASS - ROOM4750x6650
CLASS - ROOM4750x6650
CLASS - ROOM4750x6650
Black Board2.4 m x 1.2 m
Black Board2.4 m x 1.2 m
D1 D1D1D1
W
W
W
W
W
W
WWWWWWWW
2 3 4 51 6
A
B
C
X
X
W
350 575
5000 5000 4350 5000 5000
24700
350
375
1500
400
1500
375
350
413
1500
437
4500
4500
9375
350
4500
4500
9375
1825
350
350
5000 5000 4350 5000 5000
24700
FIRST FLOOR PLAN
UP DN
D1
Black Board2.4 m x 1.2 m
Black Board2.4 m x 1.2 m
D1D1D1
850 2950 850 350 850 3800 350 725 2550 725 350 3800 850 350 850 2950 850 350
1825
437
1500
413
350
375
1500
400
1500
375
350
1500500
1500575 350 575
1500500
1500575 350
1250 1500 1250350 575
1500500
1500575 350 575
1500500
1500575 350
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U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur FIRST FLOOR PLAN
5 6
TOP FLOOR PLAN
D1
DN
3501250 1500 1250
350
4350
W
350
4650
350
575
5000
5925
24700
9375
10000 10000
X
X
9375
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U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur SECOND FLOOR PLAN
BACK ELEVATION
FRONT ELEVATION
450
3000
3000
1000
7450
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U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur ELEVATIONS
3000
450
3000
1000
2000
1000
2000
1000
1045
0
SECTION AT X-X
3000
RIGHT SIDE ELEVATION LEFT SIDE ELEVATION
450
3000
3000
3000
1000
1045
0
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U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur ELEVATIONS AND SECTION
TITLE :
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S-1PAPER SIZE
GENERAL NOTES
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U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur
GENERAL NOTES:-
THESE NOTES ARE APPLICABLE TO ALL DRAWING UNLESS MENTIONED OTHERWISE.
ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT NEPAL NATIONAL BUILDING CODES ANDSTANDARD.
USE ELECTRO-MECHANICAL VIBRATOR FOR COMPACTION OF RCC WORK
CLEAR CONCRETE COVER TO MAIN REINFORCEMENT SHALL BE AS FOLLOWS: > FOUNDATION = 50 mm ( FOR BELOW PCC)
> COLUMNS = 40mm> SLAB = 15mm
THE FOUNDATIONS TO REST ON FIRM SUBGRADE SOIL.
LAYOUT DIMENSION SHOULD BE CHECKED BY THE ARCHITECT BEFORE STRUCTURAL DRAWINGS AREISSUED FOR CONSTRUCTION.
IN CASE OF DISCREPANCY BETWEEN B.O.Q & DRAWINGS, FOLLOW DRAWINGS.
ALL R.C.C WORK SHALL BE CONTINUOUSLY CURED FOR 14-DAYS.
UNLESS NOTED OTHERWISE FORM WORK FROM R.C.C WORK SHALL BE REMOVED ACCORDING TO THETIME INDICATED BELOW.
> COLUMNS / BEAMS SIDES AFTER 48 HRS OF POURING.> BEAM BOTTOM AFTER 28 DAYS OF POURING.> SLAB AFTER 21 DAYS OF POURING.
ALL ELECTRICITY CONDUITS SHALL BE PLACED ON TOP OF TENSION REINFORCEMENT.
THE DESIGN OF CONCRETE MIX USING ORDINARY PORTLAND CEMENT, FOR VARIOUS STRENGTHSSHALL BE BASED ON THE "STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMALHEAVYWEIGHT CONCRETE".
THE CONCRETE COMPRESSIVE STRENGTH SHALL BE MEASURED ON 150*150*150 mm CUBE AT 28 DAYS, FOR VARIOUS STRUCTURAL ELEMENTS.
ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN.
A
B
C
1 2 3 4 5 6
GRID NAMING PLAN
5000 5000 4350 5000 5000
4500
4500
1 2 3 4 5 6
A
B
C
A
B
C
1 2 3 4 5 6
GRID NAMING PLAN
5000 5000 4350 5000 5000
4500
4500
1 2 3 4 5 6
A
B
C
6727
6727 6259
6727 6727
6727
6259
67276727 67
27
6727
6259 6727
A
B
C
1 2 3 4 5 6
F1
F1
F1
F1
F2 F2 F2 F2
F2 F2 F2 F2
F3
EXACAVATION PLAN
5000 5000 4350 5000 5000
4500
4500
F2 F2F3 F3 F3
L+150
B +
150
L+150 L+150 L+150 L+150L+150
B +
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
L+ 150
B +
150
L + 150
B +
150
1 2 3 4 5 6
t + 1
50
t +150
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t + 1
50
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
t +150
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AS SHOWN
Sanothimi , Bhaktapur GRID,LAYOUT, EXCAVATION
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
A
B
C
1 2 3 4 5 6
F1
F1
F1
F1
F2 F2 F2 F2
F2 F2 F2 F2
F3
FOUNDATION PLAN
5000 5000 4350 5000 500045
0045
00
F2 F2F3 F3 F3
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Sanothimi , Bhaktapur FOUNDATION NAMING PLAN
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
Compaction Earth
GROUND LVL.
PCC (1:3:6)
200 mm Stone SandCompaction/ 3" flat brick soling
GROUND LVL.
See Table
Foundation Tie Beam
FOOTING SECTION WITH PLINTHBEAM AND FOUNDATION BEAM
For Hard, Medium, Soft and Weak soil (Scale -1:25)
Upper Tie Beam
0 0.125 0.375 0.75 1.25
meters
2-12Ø TH
2-12Ø TH
PLINTH AND FOUNDATION TIE BEAM
8Ø (Fe415)(2L)-150
Through out the length
(Scale -1:10)
0 0.05 0.15 0.3 0.5
meters
See Table
Side Cover 50 mm
See Table
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Sanothimi , Bhaktapur FOUNDATION DETAILS
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
Lower tie beam
Compaction Earth
FOOTING SECTION
PCC (1:3:6)
150 mm Stone SandCompaction/ 3" flat bricksoling
See Table
PLINTH LVL.
Compaction Earth
FOOTING SECTION
GROUND LVL. -450 MM
PCC (1:3:6)
150 mm Stone SandCompaction/ 3" flat bricksoling
See Table
PLINTH LVL. 0.00 MM
Upper tie beam
Compaction Earth
230 mm Thk Plinth Wall(1:6 C/S Mortar)
ELEVATION SHOWING FOOTING , LOWER TIE BEAM , UPPER TIE BEAM AND PLINTH WALL
X
X
LOWER TIE LVL. -1020 MM
For Hard, Medium, Soft and Weak soil (Scale -1:25)
0 0.125 0.375 0.75 1.25
meters
PCC (1:3:6)
SECTION at X-X
7523
0Compaction Earth
Plinth tie beam
Foundation tie beam 50mm.
230
150 th. stone solingor Flat brick soling
200
450
GL
2-12Ø TH
2-12Ø TH
PLINTH AND FOUNDATION TIE BEAM
8Ø (Fe415)(2L)-150
Through out the length
(Scale -1:10)
0 0.05 0.15 0.3 0.5
meters
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Sanothimi , Bhaktapur PLINTH WALLFORWEAK / SOFT SOIL
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
C2
C2
C2
C2
C1 C1 C1 C1
C1 C1 C1 C1
C1
5000 4350 5000 5000
A
B
C
1 2 3 4 5 6
4500
4500
C1C2 C2 C2 C2
COLUMN PLAN
5000
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Sanothimi , Bhaktapur COLUMN LAYOUT PLAN
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
Lo
Zone
for s
plic
ing
of c
olum
nba
rs
60
60
Lo
Stirr
ups
10m
m
@ 1
00m
mc/
cSt
irrup
s10m
m
@15
0mm
c/c
Stirr
ups
10m
m
@ 1
00m
m 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
PentHouse M 2035
0
8Ø @
100mm c/c8Ø @
150mm c/c
350
8-16Ø
SecondStorey M 20
350
350
350
350
8Ø @
100mm c/c8Ø @
150mm c/c 8-16Ø4-12Ø+4-16Ø
FirstStorey
M 20
350
350
350
350
8Ø @
100mm c/c8Ø @
150mm c/c4-20Ø + 4-16Ø 8-16Ø
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Sanothimi , Bhaktapur COLUMN DETAILS
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
2 3 4 51 6
A
B
C
5000 5000 5000 5000
4500
BEAM PLAN ( All Floors)
4500
4350
3 4
BEAM LAYOUT PLAN
A
B
4350
3 4
A
B
(Staircase Roof Level)
4500
1000
4500
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Sanothimi , Bhaktapur BEAM LAYOUT PLAN
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
A B B B
54321
1500 1500 1500 1305 1305 1500 1500 15005000 5000
3000 5000
800 3000 800 800 3000 800 800 1000 800 800 3000 800 800
A A A AB3-16Th.EX. 3-16Th.EX. 3-16Th.
EX.3-16Th.EX. 3-16Th.
3-16Th.EX. 3-16Th.EX.3-16Th.EX.
3-16Th.EX. 3-16Th.
3-16Th. 3-16Th. 3-16Th.3-16Th.
3-16Th. 3-16Th. 3-16Th. 3-16Th.
First Floor beam along grid A,B,C
4350 5000350 800
Zone for Bottom bar lapping
Middle 1/3 Zone fortop bar lapping
Zone for Bottom bar lapping 800 350 800
800 350 800 800 350 800 800 350 800
5 6
1500 1500 1500
5000
800 800 3000 800
A AB3-16Th.EX. 3-16Th.EX.
3-16Th.EX. 3-16Th.EX.
3-16Th.
3-16Th.
5000800 350 800 800 350
A
A
B B
CBA
1350 1350 1350 1350
800 2500 800 800 2500 800
4500
3-16Th.EX.
3-16Th.EX.
3-16Th.
3-16Th.
A 3-16Th.
3-16Th.
3-16Th.EX.
3-16Th.EX.
A 3-16Th.EX.
3-16Th.EX.
First floor beam along grid 1,2,3,4
4500
350 800Zone for Bottom
bar lappingMiddle 1/3 Zone for
top bar lapping
Zone for Bottom bar lapping800 350 800 800 350
230
400
Section at B-B
3-16Th.
3-16Th.
230
400
Section at A-A
3-16Th.+ 2-16ØEx.
3-16Th.+ 2-16ØEx.
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Sanothimi , Bhaktapur BEAM DETAILS (First Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
230
400
Section at D-D
3-12Th.
3-16Th.
230
400
Section at C-C
3-12Th.+ 2-16ØEx.
3-16Th.+ 2-16ØEx.
C D D
CBA
1350 1350 1350 1350
800 2500 800 800 2500 800
4500
3-12Th.EX.
3-16Th.EX.
3-12Th.
3-16Th.
C 3-12Th.
3-16Th.
3-12Th.EX.
3-16Th.EX.
C 3-12Th.EX.
3-16Th.EX.
Second floor beam along grid 1,2,3,4
4500
350 800Zone for Bottom
bar lappingMiddle 1/3 Zone for
top bar lapping
Zone for Bottom bar lapping800 350 800 800 350
5 6
1500 1500 1500
5000
800 800 3000 800
C CD3-12Th.EX. 3-12Th.EX.
3-16Th.EX. 3-16Th.EX.
3-12Th.
3-16Th.
5000800 350 800 800 350
C D D D
54321
1500 1500 1500 1305 1305 1500 1500 15005000 5000
3000 5000 5000
800 3000 800 800 3000 800 800 1000 800 800 3000 800 800 3000
C C C CD D3-12Th.EX. 3-12Th.EX. 3-12Th.EX.
3-12Th.EX. 3-12Th.EX.
3-16Th.EX. 3-16Th.EX.3-16Th.EX.
3-16Th.EX. 3-16Th.EX.
3-12Th. 3-12Th. 3-12Th.3-12Th.
3-16Th. 3-16Th. 3-16Th. 3-16Th.
Second floor beam along grid A,B,C
4350 5000 5000350 800
Zone for Bottom bar lapping
Middle 1/3 Zone fortop bar lapping
Zone for Bottom bar lapping 800 350 800
800 350 800 800 350 800 800 350 800
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Sanothimi , Bhaktapur BEAM DETAILS (2ND Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
E F F F
54321
5000 5000
3000 5000
800 3000 800 800 3000 800 800 1000 800 800 3000 800 800
E E E EF2-16Th.
(2-16-)Th
2-16Th.
3-16Th.
First Floor Secondary beam along grid B'-B'
4350 5000350 800
Zone for Bottom bar lapping
Middle 1/3 Zone fortop bar lapping
Zone for Bottom bar lapping 800 350 800
800 350 800 800 350 800 800 350 800
230
(2-16-)Th (2-16-)Th (2-16(2-16-)Th (2-16-)Th (2-16-)Th
2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16
5 6
5000
800 800 3000 800
E EF
5000800 350 800 800 350
(2-16-)Th (2-16-)Th)Th (2-16-)Th
2-16Th. 2-16Th. 2-16Th.
230
400
Section at D-D
3-12Th.
3-16Th.
230
400
Section at C-C
3-12Th.+ 2-16ØEx.
3-16Th.+ 2-16ØEx.
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Sanothimi , Bhaktapur BEAM DETAILS (2ND Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
2 3 4 51 6
A
B
C
8Ø@150mm c/c 8Ø@150mm c/c 8Ø@150mm c/c8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
750 1500 1500 1500 900 900 1500 1500 1500 750
5000 5000 4350 5000 5000
675
1350
1350
675
4500
4500
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
8Ø@150mm c/c
XX
Y
Y SLAB PLAN FOR ALL FLOORS
SLAB THICKNESS= 150mm
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Sanothimi , Bhaktapur SLAB DETAILS(First and 2ND Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
5000435050005000
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/c 8mmØ@150mm c/c 8mmØ@150mm c/c8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
1 3 42
50005000
900 1500 1500 1500 750
8mmØ@150mm c/c
8mmØ@150mm c/c8mmØ@150mm c/c
8mmØ@150mm c/c8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
4 65
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
A CB
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Sanothimi , Bhaktapur SLAB DETAILS(First and 2ND Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
4350
2 3
A
B
SLAB PLAN FOR STAIRCASE ROOFSLAB THICKNESS= 150mm
Y
Y
X X
4500
.8Ø@150mm c/c
.
8Ø@150mm c/c
8Ø@150mm c/c
.
3500900 900
8mmØ@150mm c/c
8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
32
4500
8mmØ@150mm c/c
675 13508mmØ@150mm c/c
L- SECTION OF SLAB ALONG Y-Y DIRECTION
A B1000
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Sanothimi , Bhaktapur SLAB DETAILS (First and Top Floor Level)
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
UP
32
B
A
STAIRCASE PLAN
4350
4500
1
2
3
4
5
6
7
8
9
10 11
12
13
14
15
16
17
18
19
20
Thickness Of Waist Slab = 150mmTread = 300 mmRiser = 150mm
12
34
5
8Ø @200mm c/c
12Ø @150mm c/c
6
10
Landing Beam
REINFORCEMENT DETAILSOF STAIRCASE FLIGHT-1
8Ø Nosing bar
in each step
8Ø Link @
each step7
89
12Ø @150mm c/c
Wall SupportingLanding Beam
12Ø @150mmc/c
8Ø Nosing bar
in each step
8Ø Link @
each step
Landing Beam
REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-2
1112
1314
1516
1718
1920
8Ø @200mm c/c
12Ø @150mmc/c
Wall Supporting Landing Beam
2-Ø12TH.
LANDING BEAM(Not connected to Column)
2-Ø12TH.230
230 8Ø @150mmc/c
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STAIRCASE DETAILS
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Sanothimi , Bhaktapur
U-2b-alt-2, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
17
A
A
BB
SECTIONAL PLAN AT B - B
DETAIL AT A
OPTION-I
OPTION-II
SECTIONAL PLAN AT B - B
INDEX8Ø (1L) 150
C/C spacingNo. of legsDiameter of Bars
(Fe415)Grade of Rebar
DETAIL AT A'
SECTION AT A - A
10000 100 300 600
mili meters
A'
A
A1
A1
B1B1
SECTIONAL PLAN AT B1 - B1
DETAIL AT A1
OPTION-I
OPTION-II
SECTIONAL PLAN AT B1 - B1
INDEX8Ø (1L) 150
C/C spacingNo. of legsDiameter of Bars
(Fe415)Grade of Rebar
10000 100 300 600
mili meters
X
DETAIL AT A1'
SECTION AT A1 - A1
A1
10000 100 300 600
mili meters
DETAIL AT X
450
TITLE :
SHEET NO. :
S-16PAPER SIZE CONSULTANT :
RND CENTRE PVT. LTD.
SCALE :
DATE : Jan 2016
U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur BAND DETAILS 17
SECTION AT A2 - A2
A2
A2'
A2
A2
B2B2
SECTIONAL PLAN AT B2 - B2
DETAIL AT A2
OPTION-I
OPTION-II
SECTIONAL PLAN AT B2 - B2
INDEX8Ø (1L) 150
C/C spacingNo. of legsDiameter of Bars
(Fe415)Grade of Rebar
DETAIL AT A2'
TITLE :
SHEET NO. :
S-17PAPER SIZE CONSULTANT :
RND CENTRE PVT. LTD.
SCALE :
DATE : Jan 2016
U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur BAND DETAILS 17