210cm thk raft slab€¦ · tbc. sop - construction joint - top of concrete - setting out point....

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N REF-1 REF-2 210cm THK RAFT SLAB SHOP DRAWINGS REFERENCE S / SL / 31 CONTRACT DRAWINGS REFERENCE S / DT / 51 & 0 1 3 3 0 D B 1 0 3 1 0 0 S B 0 1 3 3 0 D B 1 0 3 2 0 0 S B RAFT FOUNDATION BOTTOM MESH REINT. PLAN 3RD BASEMENT 0 2 3 3 0 DRAWING NO. D B 1 0 3 1 0 0 S B SCALE : 1/100 DWG. SIZE : A1 DRAWN BY : CHECKED BY : APPROVED BY : 27-02-05 DATE :

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Page 1: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

N

REF-1

REF-2

210cm THK RAFT SLAB

SHOP DRAWINGS REFERENCE

S / SL / 31

CONTRACT DRAWINGS REFERENCE

S / DT / 51&

0 133 0 D B 103 100S B

0 133 0 D B 103 200S B

RAFT FOUNDATION

BOTTOM MESH REINT. PLAN

3RD BASEMENT

0 233 0

DRAWING NO.D B 103 100S B

SCALE : 1/100 DWG. SIZE : A1

DRAWN BY :

CHECKED BY :

APPROVED BY :

27-02-05DATE :

AutoCAD SHX Text
S.S.L-10.20
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S.S.L-10.20
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B
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SC-2
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56T32-1@200-B1
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39T32-2@200-B1
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42T32-5(A1-A21)@200-B1
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39T32-2@200-B1
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56T32-4@200-B1
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56T32-8@200-B1
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56T32-9@200-B1
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56T32-10@200-B1
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56T32-11@200-B1
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56T32-13@200-B1
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22T32-14@200-B1
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22T32-15(A1-A11)@200-B1
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14T32-7(A1-A7)
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14T32-6@200-B1
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@200-B1
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29T32-16(A1-A14)@200-B1
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51T32-17@200-B1
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51T32-17@200-B1
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28T32-17
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51T32-18@200-B1
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165T32-19@200-B2
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165T32-22@200-B2
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34T32-25@200-B2
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34T32-28@200-B2
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53T32-24@200-B2
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168T32-26@200-B2
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251T32-31@200-B2
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162T32-30@200-B2
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42T32-20@200-B2
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36T32-23(A1-A18)@200-B2
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42T32-27@200-B2
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36T32-33(A1-A18)
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42T32-32@200-B2
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42T32-35@200-B2
AutoCAD SHX Text
42T32-34@200-B2
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20T32-38 @200-B1
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20T32-37@200-B1
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20T32-36@200-B1
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15T32-39@200-B1
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15T32-40@200-B1
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18T32-41(A1-A18)@200-B2
AutoCAD SHX Text
18T32-42(A1-A18)@200-B2
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800x1500
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BOX OUT
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DEPTH.1500
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FOR SAND
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TRAP
AutoCAD SHX Text
7+3T32-19A @200-B2
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1T32-A19 @200-B2
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@200-B1
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-12.35
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S.S.L
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17T32-2A@200-B1
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9T32-42@200-B1
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@200-B2
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B
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
No.
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
23-01-05
AutoCAD SHX Text
Date:
AutoCAD SHX Text
By
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
No.
AutoCAD SHX Text
Reg.
AutoCAD SHX Text
App.
AutoCAD SHX Text
TITLE:-
AutoCAD SHX Text
B
AutoCAD SHX Text
AS PER CONSULTANT COMMENTS
AutoCAD SHX Text
27-02-05
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
EF
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
BW
AutoCAD SHX Text
ALT
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
UNO
AutoCAD SHX Text
TOO.
AutoCAD SHX Text
SSL
AutoCAD SHX Text
BOO.
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
ABR
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
STG
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
NF1
AutoCAD SHX Text
NF2
AutoCAD SHX Text
FF2
AutoCAD SHX Text
FF1
AutoCAD SHX Text
T2
AutoCAD SHX Text
T1
AutoCAD SHX Text
B1
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
02.
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
01.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
B2
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
03.
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
REINFORCEMENT IS CALLED UP AS FOLLOWS:
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
06.
AutoCAD SHX Text
*-
AutoCAD SHX Text
EJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
TOC
AutoCAD SHX Text
TBC
AutoCAD SHX Text
SOP
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
RTL
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
RBL
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
= 75mm.
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
= 75mm. (EARTH FACE) 30mm(OTHER FACES)
AutoCAD SHX Text
WALLS
AutoCAD SHX Text
04.
AutoCAD SHX Text
BARS TO BE CUT & BENT TO SUIT MEP OPENINGS AND EXTRA BARS TO BE
AutoCAD SHX Text
PROVIDED AS PER DETAIL.
AutoCAD SHX Text
05.
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
Page 2: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

N

REF-1

REF-2

210cm THK RAFT SLAB

0 233 0 D B 103 200S B

SHOP DRAWINGS REFERENCE

S / SL / 31

CONTRACT DRAWINGS REFERENCE

S / DT / 51&

0 133 0 D B 103 100S B

0 133 0 D B 103 200S B

RAFT FOUNDATION

TOP MESH REINT. PLAN

3RD BASEMENT

SCALE : 1/100 DWG. SIZE : A1

DRAWN BY :

CHECKED BY :

APPROVED BY :

DATE :

DRAWING NO.

AutoCAD SHX Text
S.S.L-10.20
AutoCAD SHX Text
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AutoCAD SHX Text
X2
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X4
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2
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3
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4
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13
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A
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X11
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20T32-3@200 T1
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7T32-5@200 T1
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20T32-6@200 T1
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24T32-7(A1-A12)@200 T1
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12T32-8@200 T1
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33T32-9@200 T1
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9T32-10(A1-A9)@200 T1
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42T32-12@200 T1
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32T32-13@200 T1
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32T32-14@200 T1
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32T32-15@200 T1
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15T32-25@200 T1
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23T32-24@200 T1
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45T32-26@200 T1
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55T32-31@200 T1
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55T32-32@200 T1
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50T32-33C@200 T2
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145T32-33@200 T2
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18T32-34(A1-A9)@200 T2
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26T32-35(A1-A13)@200 T2
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164T32-36@200 T2
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38T32-37@200 T2
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50T32-38@200 T2
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34T32-43@200 T1
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38T32-44@200 T2
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4+18T32-14A@200 T1
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4+18T32-13A@200 T1
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10T32-15A@200 T1
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17T32-35@200 T2
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17T32-45(A1-A8) @200 T2
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2X7T16-49@200 FACE BAR
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4X7T16-50@200 FACE BAR
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64T32-51@100 T1
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10T32-52@200 T2
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51T32-46A@200 T2
AutoCAD SHX Text
S.S.L-12.35
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7T32-4@200 T1
AutoCAD SHX Text
2X7T20-50A
AutoCAD SHX Text
@200 T1
AutoCAD SHX Text
2X12T20-47X@200-F
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
No.
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
23-01-05
AutoCAD SHX Text
Date:
AutoCAD SHX Text
By
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
No.
AutoCAD SHX Text
Reg.
AutoCAD SHX Text
App.
AutoCAD SHX Text
TITLE :-
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
EF
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
BW
AutoCAD SHX Text
ALT
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
UNO
AutoCAD SHX Text
TOO.
AutoCAD SHX Text
SSL
AutoCAD SHX Text
BOO.
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
ABR
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
STG
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
NF1
AutoCAD SHX Text
NF2
AutoCAD SHX Text
FF2
AutoCAD SHX Text
FF1
AutoCAD SHX Text
T2
AutoCAD SHX Text
T1
AutoCAD SHX Text
B1
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
02.
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
01.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
B2
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
03.
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
REINFORCEMENT IS CALLED UP AS FOLLOWS:
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
06.
AutoCAD SHX Text
*-
AutoCAD SHX Text
EJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
TOC
AutoCAD SHX Text
TBC
AutoCAD SHX Text
SOP
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
RTL
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
RBL
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
= 75mm.
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
= 75mm. (EARTH FACE) 30mm(OTHER FACES)
AutoCAD SHX Text
WALLS
AutoCAD SHX Text
04.
AutoCAD SHX Text
BARS TO BE CUT & BENT TO SUIT MEP OPENINGS AND EXTRA BARS TO BE
AutoCAD SHX Text
PROVIDED AS PER DETAIL.
AutoCAD SHX Text
05.
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
AS PER CONSULTANT COMMENTS
AutoCAD SHX Text
28-02-05
AutoCAD SHX Text
B
AutoCAD SHX Text
CHAIRS MUST BE PROVIDED 1 NOS. PER SQUARE METER
AutoCAD SHX Text
07.
Page 3: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

210cm THK RAFT SLAB

TYPICAL REINFORCEMENT DETAIL FOR B1 & B2

N

O

R

T

H

0 233 0 D B 103 300S B

A

A

B

B

SHOP DRAWINGS REFERENCE

S / SL / 31

CONTRACT DRAWINGS REFERENCE

S / DT / 51&

0 133 0 D B 103 100S B

0 133 0 D B 103 200S B

CC

SCALE : 1/100 DWG. SIZE : A1

DRAWN BY :

CHECKED BY :

APPROVED BY :

24-01-05DATE :

DRAWING NO.

RAFT FOUNDATION

EXTRA & FACE BARS PLAN

3RD BASEMENT

SR3 SHEAR REINFORCEMENT DETAIL (5NOS.)

SR4 SHEAR REINFORCEMENT DETAIL (2NOS.)

B

AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
EF
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
BW
AutoCAD SHX Text
ALT
AutoCAD SHX Text
UNO
AutoCAD SHX Text
TOO.
AutoCAD SHX Text
SSL
AutoCAD SHX Text
BOO.
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
ABR
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
STG
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
NF1
AutoCAD SHX Text
NF2
AutoCAD SHX Text
FF2
AutoCAD SHX Text
FF1
AutoCAD SHX Text
T2
AutoCAD SHX Text
T1
AutoCAD SHX Text
B1
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
02.
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
01.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
B2
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
03.
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
REINFORCEMENT IS CALLED UP AS FOLLOWS:
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
06.
AutoCAD SHX Text
*-
AutoCAD SHX Text
EJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
TOC
AutoCAD SHX Text
TBC
AutoCAD SHX Text
SOP
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
RTL
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
RBL
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
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UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
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= 75mm.
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EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
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= 30mm. (INTERNAL), 40mm (EXTERNAL)
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PARAPETS.
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BEAMS, LINTELS & CAPPING BEAMS
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REINFORCEMENT SHALL BE AS FOLLOWS:
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FOUNDATIONS.
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COLUMNS.
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SUSPENDED SLABS.
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GROUND BEAMS.
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= 75mm. (EARTH FACE) 25mm(OTHER FACES)
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WALLS
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04.
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BARS TO BE CUT & BENT TO SUIT MEP OPENINGS AND EXTRA BARS TO BE
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PROVIDED AS PER DETAIL.
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05.
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REVIEW / STATUS STAMP
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No.
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A
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ISSUED FOR APPROVAL
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23-01-05
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Date:
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By
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Revision Details
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No.
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Reg.
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App.
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TITLE :-
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SHEAR LINK ADDED
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07-04-05
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B
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SCALE 1:25
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SCALE 1:25
Page 4: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

0 233 0 D B 103 400S A

SHOP DRAWINGS REFERENCE

S / SL / 31

CONTRACT DRAWINGS REFERENCE

S / DT / 51&

0 133 0 D B 103 100S B

0 133 0 D B 103 200S B

RAFT FOUNDATION

SECTIONS AND OPENINGS DETAILS

3RD BASEMENT

SCALE : 1/100 DWG. SIZE : A1

DRAWN BY :

CHECKED BY :

APPROVED BY :

24-01-05DATE :

DRAWING NO.

B

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C14
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-10.20
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RTL
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-12.30
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RBL
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-10.20
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RTL
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-12.30
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RBL
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-10.20
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RTL
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-12.35
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RTL
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A
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C
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E
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D
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A'
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E'
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B
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-14.45
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RBL
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F.F.L.
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-10.05
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W2
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C1
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%%USECTION B-B
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L
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C
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L
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CJ
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L
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C
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L
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CJ
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L I F T C O R E
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RAMP SLAP
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(VARIES)
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1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
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13
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14
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C
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L
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L
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C
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L
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C1
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W2
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C2
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C3
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C4
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C5
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C6
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-14.45
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RBL
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-10.20
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RTL
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-10.20
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RTL
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-10.20
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RTL
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-10.20
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RTL
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-12.30
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RBL
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-12.35
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RTL
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F.F.L.
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-10.05
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L I F T C O R E
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-10.20
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RTL
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-10.20
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%%URAMP STARTER BARS
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32T32-51 @200
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2X4T16-53@200-H
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CJ
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WATER PROOFING
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MEMBRANE
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GUNITE
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SECANT PILE
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50mm SCREED
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COMPACTED FILL
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100mm BLINDING
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WATER PROOFING
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MEMBRANE
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50mm SCREED
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COMPACTED FILL
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100mm BLINDING
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WATER PROOFING
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MEMBRANE
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WATER PROOFING
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MEMBRANE
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GUNITE
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SECANT PILE
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%%USECTION A-A
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-10.20
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RTL
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-11.70
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4X7T16-50@200 FACE BAR
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2X7T20-50A @200 T1
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T32-48
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%%USECTION C-C
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T16 @200
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SIDE REINT.
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T16 @200
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SIDE REINT.
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T20 @200
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FACE BAR
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T20 @200
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FACE BAR
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- NEAR FACE SECOND LAYER
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- EACH FACE
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- FAR FACE SECOND LAYER
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- TOP SECOND LAYER
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- TOP FIRST LAYER
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- BOTTOM FIRST LAYER
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- FAR FACE FIRST LAYER
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- ALTERNATE
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- BOTTOM OF OPENING
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EF
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- BOTH WAYS
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BW
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ALT
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- UNLESS NOTED OTHERWISE
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- TOP OF OPENING
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- STRUCTURAL SLAB LEVEL
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UNO
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TOO.
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SSL
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BOO.
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- ALTERNATE FOR REVERSED
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ABR
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- STAGGERED
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STG
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- NEAR FACE FIRST LAYER
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NF1
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NF2
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FF2
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FF1
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T2
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T1
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B1
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REFER TO CONTRACT DRAWING NO. S-GN-01
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FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
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02.
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ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
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01.
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%%uNOTES:
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- BOTTOM SECOND LAYER
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B2
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%%UCONCRETE COVER
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03.
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TYPE OF REINFORCEMENT
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6 T 12 - 01 @150 - B1
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REINFORCEMENT IS CALLED UP AS FOLLOWS:
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LOCATION OF BAR*
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BAR SPACING
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BAR MARK
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BAR DIAMETER
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NO.OF BARS
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%%UABBREVIATION
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06.
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*-
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EJ
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CJ
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TOC
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TBC
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SOP
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- EXPANSION JOINT
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- CONSTRUCTION JOINT
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- TOP OF CONCRETE
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- TO BE CONFIRMED
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- SETTING OUT POINT
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RTL
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- RAFT TOP LEVEL
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RBL
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- RAFT BOTTOM LEVEL
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= 75mm. EARTH FACES, 40mm. OTHER FACES
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= 25mm. (INTERNAL), 40mm (EXTERNAL)
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= 35mm. (INTERNAL), 40mm (EXTERNAL)
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= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
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UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
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= 75mm.
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EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
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= 30mm. (INTERNAL), 40mm (EXTERNAL)
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PARAPETS.
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BEAMS, LINTELS & CAPPING BEAMS
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REINFORCEMENT SHALL BE AS FOLLOWS:
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FOUNDATIONS.
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COLUMNS.
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SUSPENDED SLABS.
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GROUND BEAMS.
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= 75mm. (EARTH FACE) 25mm(OTHER FACES)
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WALLS
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04.
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BARS TO BE CUT & BENT TO SUIT MEP OPENINGS AND EXTRA BARS TO BE
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PROVIDED AS PER DETAIL.
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05.
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- FACE BAR
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F
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@200-T
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T32-47
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@200-T
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3
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4
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5
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50mm SCREED
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COMPACTED FILL
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100mm BLINDING
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WATER PROOFING
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MEMBRANE
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T16-AD3@150
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3X4T16-AD3
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(3+4+3)T32-52 @100-T2
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T12-AD4 @200
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T10-AD5 @200
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RTL
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6T16-ST4@200 V
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6T16-ST3
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-10.20 RTL
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3rd BASEMENT FLOOR
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%%USTAIR SC-2 STARTER BARS
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CJ
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7T16-ST2@200 V
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7T16-ST1
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%%USTAIR SC-1 STARTER BARS
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REINT. AS PER
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PLAN
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REINT. AS PER
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PLAN
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T20 @200
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FACE BAR
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REINT. AS PER
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PLAN
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%%USECTION THROUGH TRENCH &
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REINT. AS PER
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PLAN
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REINT. AS PER
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PLAN
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REINT. AS PER
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PLAN
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CJ
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@200 V
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@200 V
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-10.20 RTL
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3rd BASEMENT FLOOR
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REVIEW / STATUS STAMP
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No.
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A
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ISSUED FOR APPROVAL
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23-01-05
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Date:
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By
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Revision Details
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No.
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Reg.
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App.
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TITLE :-
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B
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LIFT CORE SUMP PIT DETAIL ADDED
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06-04-05
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-10.20 RTL
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16T16-P7@125
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4T20-P6
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2X4T16-P8
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20T32-P4 @125
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(3+4+3)T32-P5-BW
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%%UDETAIL AT 300X300 PIT
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%%UWITH 100 RECESS ( 8 NOS.)
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2+2T32-P5-BW
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REINT. AS PER
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PLAN
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3X4T20-P11 @200
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(3+5+3)T32-P10-BW
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%%UDETAIL AT DMH-1 (600X600X960 DEEP)
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%%U(REINT. DETAIL AT DMH-2 600X600X600
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2X4T32-P10
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(4X4)T20-P13 @175
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-10.20 RTL
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24T20-P12 @125
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32T32-P9 @125
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REINT. AS PER
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PLAN
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%%UDEEP SIMILAR )
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%%UDETAIL AT(800X800X400) DEEP PIT
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-10.20 RTL
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2X4T20-P16-F
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(3+10+3)T32-P15-BW
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4+4T32-P15-BW
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44T32-P14 @100
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%%U(1 NOS.)
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REINT. AS PER
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PLAN
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%%UDETAIL AT(300X300) PIT
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-10.20 RTL
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1X4T20-P3-F
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(3+4+3)T32-P2-BW
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2+2T32-P2-BW
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16T32-P1 @125
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%%U(27 NOS.)
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REINT. AS PER
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PLAN
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%%ULIFT CORE SUMP PIT REIN. DETAIL
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34T32-43@200 T1
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2T32 @200 T2
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RBL
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-14.45
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EXTRA EACH SIDE
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12T32-23@200 T2
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RTL
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-12.35
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PLAN
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REINT. AS PER
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L I F T C O R E
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FACE BAR
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T20 @200
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RTL
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-10.20
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FACE BAR
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T20 @200
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RTL
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-10.20
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W2
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D
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C
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B
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2X6T32-T
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4T32-V
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EACH SIDE
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4X1T32-F
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1/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

Bottom Reinforcement

B1 1 32 1 56 56 11890 21 1875 1950 8240

B1 2 32 1 151 151 12000 0 12000

B1 2 32 1 1 1 12000 0 12000

B1 2A 32 1 17 17 10350 0 10350

B1 2B 32 1 17 17 9200 0 9200

B1 2C 32 1 17 17 12000 0 12000

B1 2D 32 1 17 17 11000 0 11000

B1 3 32 1 22 22 6000 0 6000

B1 3A 32 1 34 34 10850 0 10850

B1 4 32 1 56 56 8950 21 1875 1950 5300

B1 5A1 32 1 2 2 5520 21 1875 1950 1870

B1 5A2 32 1 2 2 5825 21 1875 1950 2175

B1 5A3 32 1 2 2 6135 21 1875 1950 2485

B1 5A4 32 1 2 2 6440 21 1875 1950 2790

B1 5A5 32 1 2 2 6660 21 1875 1950 3010

B1 5A6 32 1 2 2 7055 21 1875 1950 3405

B1 5A7 32 1 2 2 7360 21 1875 1950 3710

B1 5A8 32 1 2 2 7665 21 1875 1950 4015

B1 5A9 32 1 2 2 7970 21 1875 1950 4320

B1 5A10 32 1 2 2 8280 21 1875 1950 4630

B1 5A11 32 1 2 2 8585 21 1875 1950 4935

B1 5A12 32 1 2 2 8890 21 1875 1950 5240

B1 5A13 32 1 2 2 9200 21 1875 1950 5550

B1 5A14 32 1 2 2 9505 21 1875 1950 5855

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

† Type T unless otherwise noted *Specified in multiples of 5mm

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2/20 PROJECT:

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Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B1 5A15 32 1 2 2 9810 21 1875 1950 6160

B1 5A16 32 1 2 2 10120 21 1875 1950 6470

B1 5A17 32 1 2 2 10425 21 1875 1950 6775

B1 5A18 32 1 2 2 10730 21 1875 1950 7080

B1 5A19 32 1 2 2 11040 21 1875 1950 7390

B1 5A20 32 1 2 2 11345 21 1875 1950 7695

B1 5A21 32 1 2 2 11650 21 1875 1950 8000

B1 6 32 1 14 14 5890 21 1875 1950 2240

B1 7A1 32 1 2 2 7200 0 7200

B1 7A2 32 1 2 2 7550 0 7550

B1 7A3 32 1 2 2 7900 0 7900

B1 7A4 32 1 2 2 8250 0 8250

B1 7A5 32 1 2 2 8600 0 8600

B1 7A6 32 1 2 2 8950 0 8950

B1 7A7 32 1 2 2 9300 0 9300

B1 8 32 1 56 56 10650 0 10650

B1 9 32 1 56 56 10260 0 10260

B1 10 32 1 56 56 11250 0 11250

B1 11 32 1 56 56 12000 0 12000

B1 12 32 1 56 56 12000 0 12000

B1 13 32 1 56 56 6760 21 1875 1950 3110

B1 14 32 1 22 22 5890 21 1875 1950 2240

B1 15A1 32 1 2 2 7790 0 7790

B1 15A2 32 1 2 2 8140 0 8140

B1 15A3 32 1 2 2 8480 0 8480

† Type T unless otherwise noted *Specified in multiples of 5mm

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3/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B1 15A4 32 1 2 2 8830 0 8830

B1 15A5 32 1 2 2 9175 0 9175

B1 15A6 32 1 2 2 9520 0 9520

B1 15A7 32 1 2 2 9865 0 9865

B1 15A8 32 1 2 2 10210 0 10210

B1 15A9 32 1 2 2 10560 0 10560

B1 15A10 32 1 2 2 10905 0 10905

B1 15A11 32 1 2 2 11250 0 11250

B1 16A1 32 1 3 3 7300 21 1875 1950 3650

B1 16A2 32 1 2 2 7655 21 1875 1950 4005

B1 16A3 32 1 2 2 8005 21 1875 1950 4355

B1 16A4 32 1 2 2 8360 21 1875 1950 4710

B1 16A5 32 1 2 2 8710 21 1875 1950 5060

B1 16A6 32 1 2 2 9065 21 1875 1950 5415

B1 16A7 32 1 2 2 9420 21 1875 1950 5770

B1 16A8 32 1 2 2 9770 21 1875 1950 6120

B1 16A9 32 1 2 2 10125 21 1875 1950 6475

B1 16A10 32 1 2 2 10480 21 1875 1950 6830

B1 16A11 32 1 2 2 10830 21 1875 1950 7180

B1 16A12 32 1 2 2 11185 21 1875 1950 7535

B1 16A13 32 1 2 2 11535 21 1875 1950 7885

B1 16A14 32 1 2 2 11890 21 1875 1950 8240

B1 17 32 1 181 181 12000 0 12000

B1 17A 32 1 23 23 7300 0 7300

B1 18 32 1 51 51 9890 21 1875 1950 6240

† Type T unless otherwise noted *Specified in multiples of 5mm

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4/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B2 19 32 1 216 216 7185 21 1875 1885 3600

B2 19A 32 1 10 10 9370 31 3200 700 3385 2350

B2 19B 32 1 23 23 7720 26 2450 4470 800 3190

B2 A19 32 1 9 9 7435 21 1875 3385 2350

B2 B19 32 1 2 2 7385 21 1875 3335 2350

B2 C19 32 1 2 2 7185 21 1875 3135 2350

B2 D19 32 1 2 2 6985 21 1875 2935 2350

B2 E19 32 1 2 2 6785 21 1875 2735 2350

B2 F19 32 1 2 2 6585 21 1875 2535 2350

B2 G19 32 1 2 2 6385 21 1875 2335 2350

B2 H19 32 1 2 2 6185 21 1875 2135 2350

B2 I19 32 1 2 2 5985 21 1875 1935 2350

B2 20 32 1 42 42 5825 21 1875 1885 2240

B2 20A 32 1 2 2 5420 11 2480 3030

B2 20B 32 1 2 2 5820 11 2680 3230

B2 20C 32 1 2 2 6220 11 2880 3430

B2 20D 32 1 2 2 6620 11 3080 3630

B2 20E 32 1 2 2 7020 11 3280 3830

B2 20F 32 1 2 2 7420 11 3480 4030

B2 20G 32 1 2 2 7820 11 3680 4230

B2 21 32 1 51 51 12000 0 12000

B2 21A 32 1 39 39 11400 0 11400

B2 X21 32 1 34 34 8270 26 2950 4520 800 3225

B2 22 32 1 165 165 11250 0 11250

B2 23A1 32 1 2 2 1785 0 1785

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 9: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

5/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B2 23A2 32 1 2 2 2260 0 2260

B2 23A3 32 1 2 2 2740 0 2740

B2 23A4 32 1 2 2 3220 0 3220

B2 23A5 32 1 2 2 3695 0 3695

B2 23A6 32 1 2 2 4170 0 4170

B2 23A7 32 1 2 2 4650 0 4650

B2 23A8 32 1 2 2 5125 0 5125

B2 23A9 32 1 2 2 5505 0 5505

B2 23A10 32 1 2 2 6080 0 6080

B2 23A11 32 1 2 2 6560 0 6560

B2 23A12 32 1 2 2 7035 0 7035

B2 23A13 32 1 2 2 7515 0 7515

B2 23A14 32 1 2 2 7990 0 7990

B2 23A15 32 1 2 2 8470 0 8470

B2 23A16 32 1 2 2 8945 0 8945

B2 23A17 32 1 2 2 9425 0 9425

B2 23A18 32 1 2 2 9900 0 9900

B2 24 32 1 53 53 10500 0 10500

B2 25 32 1 34 34 5975 11 1865 4200

B2 26 32 1 168 168 12000 0 12000

B2 27 32 1 42 42 12000 0 12000

B2 28 32 1 34 34 5995 11 1885 4200

B2 29 32 1 90 90 9250 0 9250

B2 30 32 1 162 162 10100 0 10100

B2 31 32 1 251 251 6035 21 1875 1885 2450

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 10: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

6/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B2 32 32 1 42 42 5835 21 1875 1885 2250

B2 33A1 32 1 2 2 735 0 735

B2 33A2 32 1 2 2 735 0 735

B2 33A3 32 1 2 2 1360 0 1360

B2 33A4 32 1 2 2 1990 0 1990

B2 33A5 32 1 2 2 2615 0 2615

B2 33A6 32 1 2 2 3240 0 3240

B2 33A7 32 1 2 2 3865 0 3865

B2 33A8 32 1 2 2 4490 0 4490

B2 33A9 32 1 2 2 5115 0 5115

B2 33A10 32 1 2 2 5745 0 5745

B2 33A11 32 1 2 2 6370 0 6370

B2 33A12 32 1 2 2 6995 0 6995

B2 33A13 32 1 2 2 7620 0 7620

B2 33A14 32 1 2 2 8245 0 8245

B2 33A15 32 1 2 2 8870 0 8870

B2 33A16 32 1 2 2 9500 0 9500

B2 33A17 32 1 2 2 10125 0 10125

B2 33A18 32 1 2 2 10750 0 10750

B2 34 32 1 42 42 10245 26 2645 6000 1600 4000

B2 35 32 1 42 42 10245 26 2645 6000 1600 4000

B2 36 32 1 20 20 10745 26 3145 6000 1600 4000

B2 37 32 1 20 20 5000 0 5000

B2 38 32 1 20 20 11020 26 3145 6000 1875 4000

B2 39 32 1 15 15 5060 11 1800 3350

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 11: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

7/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B2 40 32 1 15 15 3710 11 1800 2000

B2 41A1 32 1 4 4 6425 11 3795 2720

B2 41A2 32 1 4 4 6550 11 3795 2845

B2 41A3 32 1 4 4 6680 11 3795 2975

B2 41A4 32 1 4 4 6805 11 3795 3100

B2 41A5 32 1 4 4 6930 11 3795 3225

B2 41A6 32 1 4 4 7060 11 3795 3355

B2 41A7 32 1 4 4 7185 11 3795 3480

B2 41A8 32 1 4 4 7310 11 3795 3605

B2 41A9 32 1 4 4 7435 11 3795 3730

B2 41A10 32 1 4 4 7565 11 3795 3860

B2 41A11 32 1 4 4 7690 11 3795 3985

B2 41A12 32 1 4 4 7815 11 3795 4110

B2 41A13 32 1 4 4 7945 11 3795 4240

B2 41A14 32 1 4 4 8070 11 3795 4365

B2 41A15 32 1 4 4 8195 11 3795 4490

B2 41A16 32 1 4 4 8320 11 3795 4615

B2 41A17 32 1 4 4 8450 11 3795 4745

B2 41A18 32 1 4 4 8575 11 3795 4870

B2 42 32 1 9 9 12000 0 12000

B2 42A1 32 1 2 2 3850 0 3850

B2 42A2 32 1 2 2 4105 0 4105

B2 42A3 32 1 2 2 4355 0 4355

B2 42A4 32 1 2 2 4610 0 4610

B2 42A5 32 1 2 2 4860 0 4860

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 12: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

8/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B2 42A6 32 1 2 2 5115 0 5115

B2 42A7 32 1 2 2 5370 0 5370

B2 42A8 32 1 2 2 5620 0 5620

B2 42A9 32 1 2 2 5875 0 5875

B2 42A10 32 1 2 2 6125 0 6125

B2 42A11 32 1 2 2 6380 0 6380

B2 42A12 32 1 2 2 6630 0 6630

B2 42A13 32 1 2 2 6885 0 6885

B2 42A14 32 1 2 2 7140 0 7140

B2 42A15 32 1 2 2 7390 0 7390

B2 42A16 32 1 2 2 7645 0 7645

B2 42A17 32 1 2 2 7900 0 7900

B2 42A18 32 1 2 2 8150 0 8150

Side Face Reinforcement

44 16 1 12 12 12000 15 2180 1740 9820

45 16 1 108 108 12000 0 12000

46 16 1 24 24 8040 11 800 7270

47 16 1 12 12 8900 0 8900

48 16 1 12 12 12000 15 11200 7170 800

49 16 1 12 12 11720 15 800 480 10920

Top Reinforcement

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 13: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

9/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T1 1A1 32 1 2 2 11500 0 11500

T1 1A2 32 1 2 2 11150 0 11150

T1 1A3 32 1 2 2 10800 0 10800

T1 1A4 32 1 2 2 10500 0 10500

T1 1A5 32 1 2 2 10150 0 10150

T1 1A6 32 1 2 2 9800 0 9800

T1 1A7 32 1 2 2 9500 0 9500

T1 1A8 32 1 2 2 9150 0 9150

T1 1A9 32 1 2 2 8800 0 8800

T1 1A10 32 1 2 2 8850 0 8850

T1 2 32 1 20 20 12000 0 12000

T1 3 32 1 20 20 12000 0 12000

T1 4 32 1 7 7 10310 11 3200 7200

T1 5 32 1 7 7 8510 11 3200 5400

T1 6 32 1 20 20 8375 0 8375

T1 7A1 32 1 2 2 5500 0 5500

T1 7A2 32 1 2 2 5785 0 5785

T1 7A3 32 1 2 2 6070 0 6070

T1 7A4 32 1 2 2 6360 0 6360

T1 7A5 32 1 2 2 6645 0 6645

T1 7A6 32 1 2 2 6930 0 6930

T1 7A7 32 1 2 2 7215 0 7215

T1 7A8 32 1 2 2 7500 0 7500

T1 7A9 32 1 2 2 7785 0 7785

T1 7A10 32 1 2 2 8070 0 8070

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 14: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

10/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T1 7A11 32 1 2 2 8360 0 8360

T1 7A12 32 1 2 2 8645 0 8645

T1 8 32 1 12 12 5200 0 5200

T1 9 32 1 33 33 12000 0 12000

T1 10A1 32 1 1 1 10600 0 10600

T1 10A2 32 1 1 1 10775 0 10775

T1 10A3 32 1 1 1 10950 0 10950

T1 10A4 32 1 1 1 11125 0 11125

T1 10A5 32 1 1 1 11300 0 11300

T1 10A6 32 1 1 1 11475 0 11475

T1 10A7 32 1 1 1 11650 0 11650

T1 10A8 32 1 1 1 11825 0 11825

T1 10A9 32 1 1 1 12000 0 12000

T1 11 32 1 42 42 12000 0 12000

T1 12 32 1 42 42 12000 0 12000

T1 13 32 1 32 32 11995 11 1900 10185

T1 13A 32 1 22 22 12000 0 12000

T1 14 32 1 32 32 11810 11 1900 10000

T1 14A 32 1 22 22 5690 0 5690

T1 15 32 1 32 32 6900 0 6900

T1 15A 32 1 10 10 8100 0 8100

T1 16 32 1 45 45 12000 0 12000

T1 17 32 1 45 45 12000 0 12000

T1 18 32 1 45 45 12000 0 12000

T1 19 32 1 23 23 12000 0 12000

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 15: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

11/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T1 20 32 1 15 15 9315 0 9315

T1 21 32 1 10 10 12000 0 12000

T1 22 32 1 15 15 6660 11 3000 3750

T1 23 32 1 12 12 12000 0 12000

T1 24 32 1 33 33 12000 0 12000

T1 25 32 1 15 15 9695 11 3750 6035

T1 26 32 1 45 45 7000 0 7000

T1 27A1 32 1 3 3 4085 0 4085

T1 27A2 32 1 2 2 4385 0 4385

T1 27A3 32 1 2 2 4690 0 4690

T1 27A4 32 1 2 2 4990 0 4990

T1 27A5 32 1 2 2 5290 0 5290

T1 27A6 32 1 2 2 5590 0 5590

T1 27A7 32 1 2 2 5890 0 5890

T1 27A8 32 1 2 2 6190 0 6190

T1 27A9 32 1 2 2 6490 0 6490

T1 27A10 32 1 2 2 6795 0 6795

T1 27A11 32 1 2 2 7100 0 7100

T1 27A12 32 1 2 2 7400 0 7400

T1 27A13 32 1 2 2 7700 0 7700

T1 27A14 32 1 2 2 8000 0 8000

T1 27A15 32 1 2 2 8300 0 8300

T1 27A16 32 1 2 2 8600 0 8600

T1 27A17 32 1 2 2 8900 0 8900

T1 27A18 32 1 2 2 9200 0 9200

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 16: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

12/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T1 27A19 32 1 2 2 9500 0 9500

T1 27A20 32 1 2 2 9800 0 9800

T1 27A21 32 1 2 2 10105 0 10105

T1 27A22 32 1 2 2 10405 0 10405

T1 27A23 32 1 2 2 10705 0 10705

T1 27A24 32 1 2 2 11010 0 11010

T1 27A25 32 1 2 2 11310 0 11310

T1 27A26 32 1 2 2 11610 0 11610

T1 27A27 32 1 2 2 11910 0 11910

T1 28 32 1 55 55 9890 0 9890

T1 29 32 1 55 55 12000 0 12000

T1 30 32 1 55 55 12000 0 12000

T1 31 32 1 55 55 12000 0 12000

T1 32 32 1 55 55 7900 0 7900

T2 33 32 1 145 145 6000 0 6000

T2 33A 32 1 14 14 6800 0 6800

T2 33B 32 1 31 31 7600 0 7600

T2 33C 32 1 50 50 9200 0 9200

T2 34A1 32 1 2 2 1600 0 1600

T2 34A2 32 1 2 2 2095 0 2095

T2 34A3 32 1 2 2 2590 0 2590

T2 34A4 32 1 2 2 3080 0 3080

T2 34A5 32 1 2 2 3575 0 3575

T2 34A6 32 1 2 2 4070 0 4070

T2 34A7 32 1 2 2 4560 0 4560

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 17: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

13/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T2 34A8 32 1 2 2 5055 0 5055

T2 34A9 32 1 2 2 5550 0 5550

T2 35 32 1 17 17 12000 0 12000

T2 35A1 32 1 2 2 6440 0 6440

T2 35A2 32 1 2 2 6905 0 6905

T2 35A3 32 1 2 2 7365 0 7365

T2 35A4 32 1 2 2 7830 0 7830

T2 35A5 32 1 2 2 8295 0 8295

T2 35A6 32 1 2 2 8755 0 8755

T2 35A7 32 1 2 2 9120 0 9120

T2 35A8 32 1 2 2 9685 0 9685

T2 35A9 32 1 2 2 10145 0 10145

T2 35A10 32 1 2 2 10610 0 10610

T2 35A11 32 1 2 2 11070 0 11070

T2 35A12 32 1 2 2 11540 0 11540

T2 35A13 32 1 2 2 12000 0 12000

T2 36 32 1 164 164 12000 0 12000

T2 37 32 1 38 38 12000 0 12000

T2 37A 32 1 13 13 0 11 3200 4800

T2 38 32 1 50 50 11000 0 11000

T2 39 32 1 17 17 12000 0 12000

T2 39A1 32 1 2 2 6010 0 6010

T2 39A2 32 1 2 2 6510 0 6510

T2 39A3 32 1 2 2 7010 0 7010

T2 39A4 32 1 2 2 7510 0 7510

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 18: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

14/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T2 39A5 32 1 2 2 8005 0 8005

T2 39A6 32 1 2 2 8505 0 8505

T2 39A7 32 1 2 2 9005 0 9005

T2 39A8 32 1 2 2 9500 0 9500

T2 39A9 32 1 2 2 10000 0 10000

T2 39A10 32 1 2 2 10500 0 10500

T2 39A11 32 1 2 2 11000 0 11000

T2 39A12 32 1 2 2 11500 0 11500

T2 39A13 32 1 2 2 12000 0 12000

T2 40 32 1 165 165 12000 0 12000

T2 41 32 1 38 38 11995 11 3665 8420

T2 42 32 1 51 51 12000 0 12000

T2 43 32 1 34 34 7830 0 7830

T2 44 32 1 38 38 5725 11 3665 2150

T2 45A1 32 1 3 3 1865 0 1865

T2 45A2 32 1 2 2 2455 0 2455

T2 45A3 32 1 2 2 3040 0 3040

T2 45A4 32 1 2 2 3640 0 3640

T2 45A5 32 1 2 2 4230 0 4230

T2 45A6 32 1 2 2 4820 0 4820

T2 45A7 32 1 2 2 5410 0 5410

T2 45A8 32 1 2 2 6000 0 6000

T2 46 32 1 135 135 5550 0 5550

T2 46A 32 1 51 51 6550 0 6550

T2 46B 32 1 22 22 7200 0 7200

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 19: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

15/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T2 46C 32 1 42 42 8800 0 8800

Extra bars

B1 1 32 1 25 25 5000 0 5000

B3 1 32 1 25 25 5000 0 5000

B2 2 32 1 20 20 5000 0 5000

B4 2 32 1 20 20 5000 0 5000

B1 3 32 1 20 20 5000 0 5000

B3 3 32 1 20 20 5000 0 5000

B2 4 32 1 17 17 5000 0 5000

B4 4 32 1 17 17 5000 0 5000

T1 5 20 1 20 20 6000 0 6000

B1 6 32 1 20 20 6000 0 6000

B3 6 32 1 20 20 6000 0 6000

B2 7 32 1 17 17 6000 0 6000

B4 7 32 1 17 17 6000 0 6000

B1 8 32 1 20 20 6000 0 6000

B3 8 32 1 20 20 6000 0 6000

B2 9 32 1 17 17 6000 0 6000

B4 9 32 1 17 17 6000 0 6000

T1 10 20 1 20 20 6000 0 6000

B1 11 32 1 20 20 6000 0 6000

B3 11 32 1 20 20 6000 0 6000

B2 12 32 1 17 17 6000 0 6000

B4 12 32 1 17 17 6000 0 6000

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 20: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

16/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

T1 13 20 1 20 20 6000 0 6000

B1 14 32 1 20 20 6000 0 6000

B3 14 32 1 20 20 6000 0 6000

B2 15 32 1 17 17 6000 0 6000

B4 15 32 1 17 17 6000 0 6000

T2 16 20 1 225 225 6000 0 6000

B2 17 32 1 50 50 6000 0 6000

B2 18 32 1 135 135 12000 0 12000

B4 18 32 1 135 135 12000 0 12000

T1 19 20 1 55 55 5000 0 5000

B2 20 32 1 50 50 6000 0 6000

B2 21 32 1 17 17 6000 0 6000

B4 21 32 1 17 17 6000 0 6000

B1 22 32 1 17 17 6000 0 6000

B3 22 32 1 17 17 6000 0 6000

T1 23 20 1 130 130 10000 0 10000

B1 24 32 1 60 60 9700 0 9700

B1 25 32 1 60 60 12000 0 12000

B1 26 32 1 60 60 12000 0 12000

B1 27 32 1 60 60 11890 21 1875 1950 8240

B1 28 32 1 20 20 5000 0 5000

B3 28 32 1 20 20 5000 0 5000

B2 29 32 1 20 20 5000 0 5000

B4 29 32 1 20 20 5000 0 5000

T1 30 20 1 20 20 6000 0 6000

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 21: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

17/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

B1 31 32 1 20 20 6000 0 6000

B3 31 32 1 20 20 6000 0 6000

B2 32 32 1 17 17 6000 0 6000

B4 32 32 1 17 17 6000 0 6000

T1 33 20 1 20 20 6000 0 6000

B1 34 32 1 20 20 6000 0 6000

B3 34 32 1 20 20 6000 0 6000

B2 35 32 1 17 17 6000 0 6000

B4 35 32 1 17 17 6000 0 6000

T1 36 20 1 20 20 6000 0 6000

B1 37 32 1 20 20 6000 0 6000

B3 37 32 1 20 20 6000 0 6000

B2 38 32 1 17 17 6000 0 6000

B4 38 32 1 17 17 6000 0 6000

T1 39 20 1 30 30 6000 0 6000

B1 40 32 1 20 20 10000 0 10000

B3 40 32 1 20 20 10000 0 10000

B2 41 32 1 50 50 6000 0 6000

B4 41 32 1 50 50 6000 0 6000

T2 42 20 1 140 140 6000 0 6000

T2 43 20 1 110 110 8000 0 8000

Reinforcement around Openings

T1 47 32 1 9 9 6000 0 6000

FACE 47X 20 1 24 24 4000 0 4000

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 22: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

18/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

FACE 47Z 20 1 24 24 4200 0 4200

T2 48 32 1 14 14 5260 11 4000 1350

FACE 49 16 1 14 14 4400 0 4400

FACE 50 16 1 28 28 3370 11 3200 200

V 50A 20 1 14 14 3335 11 190 3200

T1 51 32 1 64 64 3610 0 3610

T2 52 32 1 10 10 9360 0 9360

FACE 53 16 1 8 8 7760 0 7760

300 X 300 Pit (27Nos.)

P1 32 27 16 432 3590 21 1650 1815 300

P2 32 27 28 756 3725 0 3725

P3 20 27 4 108 2525 0 2525

300 X 300 Pit, with 100 recess (8Nos.)

P4 32 8 20 160 3590 21 1650 1815 300

P5 32 8 28 224 3925 0 3925

P6 20 8 4 32 2725 0 2725

P7 16 8 16 128 2070 11 950 1150

P8 16 8 8 64 2125 0 2125

DMH-1 & DMH-2

P9 32 2 32 64 3990 21 1650 1815 700

P10 32 2 30 60 4225 0 4225

P11 20 2 12 24 3025 0 3025

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 23: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

19/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

P12 20 2 24 48 3040 21 1150 1700 300

P13 20 2 16 32 2825 0 2825

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 24: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

20/20 PROJECT:

Revision

Prepared by :

DWG NO.

Member Bar Type †

No. No. of Total Length Shape

Mark and of bars in No. of bar* Code

Size Mbrs each (mm) (BS 8666) (mm) (mm) (mm) (mm) (mm)

E*

NOTE:

Bottom, Top, Extra Bars & Openings

Date Prepared

C*

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

A* B*

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS

D*REV.

LETTER

800 X 800 PIT

P14 32 1 44 44 3590 21 1650 1815 300

P15 32 1 48 48 4225 0 4225

P16 20 1 8 8 3025 0 3025

Chairs

A 32 1 1800 1800 5200 CH 500 1850 500

B 16 1 18 18 2200 CH 500 350 500

Additional bars

AD1 32 1 10 10 12000 0 12000

AD2 25 1 5 5 12000 0 12000

AD3 20 1 10 10 12000 0 12000

AD4 16 1 25 25 12000 0 12000

AD5 12 1 10 10 12000 0 12000

AD6 10 1 5 5 12000 0 12000

C

B

SHAPE CODE CH

A

† Type T unless otherwise noted *Specified in multiples of 5mm

Page 25: 210cm THK RAFT SLAB€¦ · tbc. sop - construction joint - top of concrete - setting out point. rtl - raft top level. rbl - raft bottom level = 75mm. earth faces, 40mm. other faces

Summary of Steel quantity of Raft Foundation

32 25 20 16 12 10 8

(Kgs) (Kgs) (Kgs) (Kgs) (Kgs) (Kgs) (Kgs)

Raft Slab 494,550 231 16,279 4,710 107 37 0

Bar Dia

Total steel requirement of Raft foundation (Metric Tonne) 515.91

PROJECT:

Revision

Prepared by :

DWG NO.

Bottom, Top, Extra Bars & Openings

Date Prepared

BG - 001 BBS NO.

Rev. Date

A

PAGE NO.

/S001 to /S004

TITLE: 3rd Basement - Raft Foundation S.S

Checked by : SMS