A-1...Foundation Tie Beam FOOTING SECTION WITH PLINTH BEAM AND FOUNDATION BEAM For Hard, Medium,...
Transcript of A-1...Foundation Tie Beam FOOTING SECTION WITH PLINTH BEAM AND FOUNDATION BEAM For Hard, Medium,...
575
1200
600
1200
575
350
575
1200
925
1800
9350
4500
4500
350475 1500 700 1500 475
350
5000 3500 5000
13850
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1200
925
1650
4500
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5000 3500 5000
13850
GROUND FLOOR PLAN
CLASSROOM4750 X 7000
V V V V
W
W
W
W
W
W
UP
D1 D1
DD
UP
Black Board( 2.4mx 1.2m )
Black Board( 2.4mx 1.2m )
1:12 RAMP
350 x 350 COLUMN
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111213141516171819
CLASSROOM4750 X 7000
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A
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1480190
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3550 900200
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825 1500 825 350 475 1500 700 1500 475 350
1440
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40
1450
350
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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur GROUND FLOOR PLAN
PAPER SIZE
575
1200
600
1200
575
350
575
1200
925
1800
9350
4500
4500
350475 1500 700 1500 475
350
5000 3500 5000
13850
350
575
1200
600
1200
575
350
575
1200
1650
4500
4500
9350
811
926
FIRST FLOOR PLAN
CLASSROOM4750 X 7000
V V V V
W
W
W
W
W
W
UP
D1 D1
DDBlack Board( 2.4mx 1.2m )
Black Board( 2.4mx 1.2m )
350 x 350 COLUMN
12345678910
350
111213141516171819
CLASSROOM4750 X 7000
A
A
350 V
825 1500 825 350 475 1500 700 1500 475
1450
350
350
200
900 3550
350
1480
190
1480
350
3550 900200
350
5000 3500 5000
13850
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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur FIRST FLOOR PLAN
PAPER SIZE
TOP FLOOR PLAN
V
D1
5000 350 825 1500 825 350
3500
3850
350
4150
350
850
4500
5950
350
1480
190
1480
3503500
3850
5000
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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur SECOND FLOOR PLAN
PAPER SIZE
BACK ELEVATION
450
3000
3000
3000
1000
1045
0
3000
3000
1000
450
FRONT ELEVATION
7450
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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur ELEVATIONS
PAPER SIZE
750
1350
900
750
1350
2400
1000
1500
1000
0
1000
3000
3000
3000
4500
SECTION AT A-A
3000
R=150T=300
G.L
2100
1000
LEFT SIDE ELEVATION RIGHT SIDE ELEVATION
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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS
A31: 100
Sanothimi , Bhaktapur ELEVATIONS
PAPER SIZE
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S-1PAPER SIZE
GENERAL NOTES
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U-2b-alt-1, 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.
PAPER SIZE
1 2 3 4
5000 3500 5000
4500
A
B
C
GRID NAMING PLAN
4500
1 2 3 4
A
B
C
1 2 3 4
5000 3500 5000
4500
A
B
C
LAYOUT PLAN
4500
1 2 3 4
A
B
C
6727
6259 6727
6727
6259 6727
67276727
1 2 3 4
A
B
C
5000 3500 5000
4500
4500
FOUNDATION EXCAVATION PLAN
A
B
C
1 2 3 4
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
L+150
B+1
50
t + 1
50
t + 150
t + 1
50
t + 1
50t +
150
t + 1
50
t + 1
50t +
150
t + 1
50
t + 1
50
t + 150 t + 150 t + 150
t + 150t + 150t + 150t + 150
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A3AS SHOWN
Sanothimi , Bhaktapur GRID,LAYOUT, EXCAVATION 15
PAPER SIZE
1 2 3 4
A
B
C
F1
F1
F1
F1
F2 F2
F2 F2
F3 F3
5000 3500 5000
4500
4500
FOUNDATION PLAN
F2 F2
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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur FOUNDATION NAMING PLAN 15
PAPER SIZE
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)-150Through 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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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur FOUNDATION DETAILS 15
PAPER SIZE
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)-150Through out the length
(Scale -1:10)
0 0.05 0.15 0.3 0.5
meters
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A3AS SHOWN
Sanothimi , Bhaktapur PLINTH WALLFORWEAK / SOFT SOIL 15
0.5
meters
PAPER SIZE
1 2 3 4
5000 3500 5000
4500
C1
C2
C1
C1
C2
C1
C1 C1
C2
C2
C2
C2
A
B
C
COLUMN PLAN
4500
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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur COLUMN DETAILS 15
PAPER SIZE
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
FirstStorey
M 20
350
350
350
350
4-20Ø+ 4-16Ø
8Ø @100mm c/c
8Ø @150mm c/c
8-16Ø
SecondStorey M 20
350
350
350
350
8-16Ø
8Ø @100mm c/c 8Ø @
150mm c/c 8-16Ø
PentHouseColumn
M 20
350
350
8-16Ø
8Ø @100mm c/c 8Ø @
150mm c/c Fe 500
Fe 500
Fe 500
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Sanothimi , Bhaktapur COLUMN DETAILS 15
PAPER SIZE
1 2 3 4
BEAM LAYOUT PLAN
A
B
C
5000 5000
4500
3500
4500
1 2 3 4
A
B
C
(First and Second Floor Level)
2 3
BEAM LAYOUT PLAN
A
B
3500
2 3
A
B
(Staircase Roof Level)
4500
1000
4500
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A3AS SHOWN
Sanothimi , Bhaktapur BEAM LAYOUT PLAN 15
PAPER SIZE
A AB B
4321
A
A
B B
CBA
1500 1500 1305 1305 1500 1500
800 3000 800 800 1000
800
800 3000 800
5000
4350 5000
3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.
A A3-16∅Th.
3-16∅Th.
B3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX. 3-16∅Th.+2−12∅EX. 3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.3-16∅Th. 3-16∅Th.
3-16∅Th. 3-16∅Th.
1350 1350 1350 1350
800 2500 800 800 2500
800
4500
3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.
3-16∅Th.
3-16∅Th.
A 3-16∅Th.
3-16∅Th.
3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.
A 3-16∅Th.+2−12∅EX.
3-16∅Th.+2−12∅EX.
First Floor beam along grid A,B,C
First floor beam along grid 1,2,3,4
800
800
5000
4500
800
800
3500 5000
5000
800Zone for Bottom
bar lapping
Middle 1/3 Zone fortop bar lapping
Zone for Bottom bar lapping 800350 350 800 800 350 800 350800
350 800Zone for Bottom
bar lapping Middle 1/3 Zone fortop bar lapping 800
Zone for Bottom bar lapping
350 800 800 350
230
400
Section at B-B
3-16∅Th.
3-16∅Th.
230
400
Section at A-A
3-16∅Th.+ 2-12ØEx.
3-16∅Th.+ 2-12ØEx.
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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur BEAM DETAILS (First Floor Level) 15
PAPER SIZE
230
400
Section at D-D
3-12∅Th.
3-12∅Th.
230
400
Section at C-C
3-12∅Th.+ 2-12ØEx.
3-12∅Th.+ 2-12ØEx.
C CD D
4321
C D D
CBA
1500 1500 1305 1305 1500 1500
800 3000 800 800 1000
800
800 3000 800
5000
4350 5000
C C3-12∅Th. D3-12∅Th. 3-12∅Th.
3-12∅Th.
1350 1350 1350 1350
800 2500 800 800 2500
4500
C C
Second floor beam along grid A,B,C
Second floor beam along grid 1,2,3,4
800
800
5000
4500
800
3500 5000
5000
800Zone for Bottom
bar lapping
Middle 1/3 Zone fortop bar lapping
Zone for Bottom bar lapping 800350 350 800 800 350 800 350800
350 800Zone for Bottom
bar lapping Middle 1/3 Zone fortop bar lapping 800
Zone for Bottom bar lapping
350 800 800 350
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
C
3-12∅Th.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.
3-12∅Th.
3-12∅Th.
3-12∅Th.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
3-12∅Th.+2-12ØEx.
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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur BEAM DETAILS (2nd Floor Level) 15
PAPER SIZE
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
500035005000
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/c 8mmØ@150mm c/c
L- SECTION OF SLAB ALONG X-X DIRECTION
1 3 42
3500
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
/c8Ø
@15
0mm
c/c
8Ø@
150m
m c
/c
8Ø@150mm c/c
8Ø@
150m
m c
/c
8Ø@150mm c/c 8Ø@150mm c/c
750750
675
1350
1350
675
1500 900 900 1500
4500
A
B
C
8Ø@
150m
m c
/c8Ø
@15
0mm
c/c
X X
Y
Y
SLAB PLAN FOR ALL FLOORSSLAB THICKNESS= 150mm
4500
B'
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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS
A3AS SHOWN
Sanothimi , Bhaktapur SLAB DETAILS (First and 2nd Floor Level) 15
PAPER SIZE
3500
2 3
A
B
SLAB PLAN FOR STAIRCASE ROOFSLAB THICKNESS= 150mm
Y
Y
X X
4500
8mmØ@150mm c/c
8mmØ@150mm c/c
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 13508mmØ@150mm c/c
L- SECTION OF SLAB ALONG Y-Y DIRECTION
A B1000
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A3AS SHOWN
Sanothimi , Bhaktapur SLAB DETAILS (First and Top Floor Level) 15
PAPER SIZE
12Ø @150mmc/c
8Ø Nosing barin 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 SupportingLanding Beam
12
34
5
8Ø @200mm c/c
12Ø @150mm c/c
6
10
Landing Beam
REINFORCEMENT DETAILSOF STAIRCASE FLIGHT-1
8Ø Nosing barin each step
8Ø Link @ each step
78
9
12Ø @150mm c/c
Wall SupportingLanding Beam
UP
32
B
A
STAIRCASE PLAN
3500
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
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STAIR CASE DETAILS
CONSULTANT :
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A3AS SHOWN
Sanothimi , Bhaktapur 15
REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-2
PAPER SIZE
A
A
B B
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
B1 B1
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
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Sanothimi , Bhaktapur BAND DETAILS 15
PAPER SIZE
SECTION AT A2 - A2
A2
A2'
A2
A2
B2 B2
SECTIONAL PLAN AT B2 - B2
DETAIL AT A2
OPTION-I
OPTION-IISECTIONAL PLAN AT B2 - B2
INDEX8Ø (1L) 150
C/C spacingNo. of legsDiameter of Bars
(Fe415)Grade of Rebar
DETAIL AT A2'
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Sanothimi , Bhaktapur BAND DETAILS 15
PAPER SIZE