STIRRUPS DETAIL
SCALE : 1-20COLUMN C1 DETAIL (1 NOS)
C1A SECTION
SCALE : 1-25
C1 SECTION
SCALE : 1-25
C2 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C2 DETAIL (1 NOS)
C2A SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C3 DETAIL (1 NOS)
C3A SECTION
SCALE : 1-25
C3 SECTION
SHEET 1/6
SCALE :
0 2
1/20
33 0
DRAWING NO.D
DWG. SIZE :
A 10F
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
410S A
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A
Oct13, 2017
MOHD
MOHD
AutoCAD SHX Text
14T10-2 @200-S
AutoCAD SHX Text
3X14T10-3 @200-S
AutoCAD SHX Text
3X14T10-4 @200-S
AutoCAD SHX Text
14T10-5 @200-S
AutoCAD SHX Text
71T32-1-V
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
71T32-1-V
AutoCAD SHX Text
14T10-2 TO 5 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-2 TO 5 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
88T32-6-V
AutoCAD SHX Text
14T10-7 TO 10 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-7 TO 10 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
88T32-6-V
AutoCAD SHX Text
14T10-7 @200-S
AutoCAD SHX Text
3X14T10-8 @200-S
AutoCAD SHX Text
4X14T10-9 @200-S
AutoCAD SHX Text
14T10-10 @200-S
AutoCAD SHX Text
14T10-12 @200-S
AutoCAD SHX Text
2X14T10-14 @200-S
AutoCAD SHX Text
4X14T10-13 @200-S
AutoCAD SHX Text
14T10-15 @200-S
AutoCAD SHX Text
70T32-11-V
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
70T32-11-V
AutoCAD SHX Text
14T10-12 TO 15 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-12 TO 15 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
14-03-05
AutoCAD SHX Text
Revision Details
STIRRUPS DETAIL
SCALE : 1-20COLUMN C4 DETAIL (1 NOS)
C4A SECTION
SCALE : 1-25
C4 SECTION
SCALE : 1-25
C5 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C5 DETAIL (1 NOS)
C5A SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C6 DETAIL (1 NOS)
C6A SECTION
SCALE : 1-25
C6 SECTION
SCALE :
0 2
1/20
33 0
DRAWING NO.D
DWG. SIZE :
10
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
510S
SHEET 2/6
SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A
Oct13, 2017
A
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
A F
AutoCAD SHX Text
14T10-17 @200-S
AutoCAD SHX Text
2X14T10-19 @200-S
AutoCAD SHX Text
4X14T10-18 @200-S
AutoCAD SHX Text
14T10-20 @200-S
AutoCAD SHX Text
70T25-16-V
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
70T25-16-V
AutoCAD SHX Text
14T10-17 TO 20 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-17 TO 20 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
36T20-21-V
AutoCAD SHX Text
14T10-22 TO 24 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-22 TO 24 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
36T20-21-V
AutoCAD SHX Text
36T20-21-V
AutoCAD SHX Text
5X14T10-23 @200-S
AutoCAD SHX Text
3X14T10-24 @200-S
AutoCAD SHX Text
14T10-22 @200-S
AutoCAD SHX Text
66T32-25-V
AutoCAD SHX Text
2X14T10-27 @200-S
AutoCAD SHX Text
14T10-26 @200-S
AutoCAD SHX Text
10X14T10-28 @200-S
AutoCAD SHX Text
14T10-29 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
66T32-25-V
AutoCAD SHX Text
14T10-26 TO 29 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-26 TO 29 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
MAIN CONTRACTOR
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- VERTICAL REINFORCEMENT
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- STIRRUPS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
= 75mm. (EARTH FACE) 25mm(OTHER FACES)
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
%%UMETHOD OF DETAILING
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
- HORIZONTAL REINFORCEMENT
AutoCAD SHX Text
14-03-05
STIRRUPS DETAIL
SCALE : 1-20COLUMN C7 DETAIL (1 NOS)
C7A SECTION
SCALE : 1-25
C7 SECTION SCALE : 1-25
C8 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C8 DETAIL (1 NOS)
C8A SECTION
SCALE : 1-25
C9 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C9 DETAIL (1 NOS)
C9A SECTION
SCALE :
0 2
1/20
33 0
DRAWING NO.D
DWG. SIZE :
10
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
610S
SHEET 3/6
Oct13, 2017
B
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A A F
B
B
AutoCAD SHX Text
14T10-31 @200-S
AutoCAD SHX Text
14T10-32 @200-S
AutoCAD SHX Text
44T32-30-V
AutoCAD SHX Text
40T32-30-V
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
84T32-30-V
AutoCAD SHX Text
14T10-31 TO 32 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-31 TO 32 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
68T32-33-V
AutoCAD SHX Text
14T10-34 TO 36 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-34 TO 36 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
68T32-33-V
AutoCAD SHX Text
14T10-35 @200-S
AutoCAD SHX Text
14T10-34 @200-S
AutoCAD SHX Text
7X14T10-36
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
112T32-37-V
AutoCAD SHX Text
14T10-38 TO 40 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-38 TO 40 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
3X14T10-39 @200-S
AutoCAD SHX Text
14T10-38 @200-S
AutoCAD SHX Text
6X14T10-40 @200-S
AutoCAD SHX Text
112T32-37-V
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- VERTICAL REINFORCEMENT
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- STIRRUPS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
= 75mm. (EARTH FACE) 25mm(OTHER FACES)
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
%%UMETHOD OF DETAILING
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
- HORIZONTAL REINFORCEMENT
AutoCAD SHX Text
14-03-05
AutoCAD SHX Text
19-04-05
AutoCAD SHX Text
TWO ADDITIONAL FLOOR ADDED
STIRRUPS DETAIL SCALE : 1-20COLUMN C10 DETAIL (1 NOS)
C10A SECTION
SCALE : 1-25
C10 SECTIONSCALE : 1-25
C11 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C11 DETAIL (1 NOS)
C11A SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C12 DETAIL (1 NOS)
C12A SECTION
SCALE : 1-25
C12 SECTION
SCALE :
0 2
1 / 20
33 0
DRAWING NO.D
DWG. SIZE :
10
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
710S
SHEET 4/6
SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A
Oct13, 2017
B
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
A F
B
AutoCAD SHX Text
5X14T10-44 @200-S
AutoCAD SHX Text
96T32-41-V
AutoCAD SHX Text
3X14T10-43 @200-S
AutoCAD SHX Text
14T10-42 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
96T32-41-V
AutoCAD SHX Text
14T10-42 TO 44 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-42 TO 44 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
88T32-45-V
AutoCAD SHX Text
14T10-46 TO 49 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-46 TO 49 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
88T32-45-V
AutoCAD SHX Text
14T10-46 @200-S
AutoCAD SHX Text
4X14T10-48 @200-S
AutoCAD SHX Text
3X14T10-47 @200-S
AutoCAD SHX Text
14T10-49 @200-S
AutoCAD SHX Text
72T32-50-V
AutoCAD SHX Text
14T10-51 @200-S
AutoCAD SHX Text
14T10-52 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
72T32-50-V
AutoCAD SHX Text
14T10-51 TO 52 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-51 TO 52 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- VERTICAL REINFORCEMENT
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- STIRRUPS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
= 75mm. (EARTH FACE) 25mm(OTHER FACES)
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
%%UMETHOD OF DETAILING
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
- HORIZONTAL REINFORCEMENT
AutoCAD SHX Text
14-03-05
AutoCAD SHX Text
TWO ADDITIONAL FLOOR ADDED
AutoCAD SHX Text
19-04-05
STIRRUPS DETAIL SCALE : 1-20COLUMN C13 DETAIL (1 NOS)
C13A SECTION
SCALE : 1-25C13 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C14 DETAIL (1 NOS)
C14A SECTION
SCALE : 1-25C14 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C15 DETAIL (1 NOS)
C15A SECTION
SCALE : 1-25C15 SECTION
SCALE :
0 2
1/20
33 0
DRAWING NO.D
DWG. SIZE :
10
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
810S
SHEET 5/6
SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A
Oct13, 2017
A
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
A F
AutoCAD SHX Text
78T32-53-V
AutoCAD SHX Text
14T10-54 @200-S
AutoCAD SHX Text
5X14T10-56 @200-S
AutoCAD SHX Text
2X14T10-55 @200-S
AutoCAD SHX Text
14T10-57 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
78T32-53-V
AutoCAD SHX Text
14T10-54 TO 57 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-54 TO 57 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
44T25-58-V
AutoCAD SHX Text
14T10-59 @200-S
AutoCAD SHX Text
14T10-60 @200-S
AutoCAD SHX Text
14T10-61 @200-S
AutoCAD SHX Text
14T10-62 @200-S
AutoCAD SHX Text
14T10-63 @200-S
AutoCAD SHX Text
14T10-64 @200-S
AutoCAD SHX Text
14T10-65 @200-S
AutoCAD SHX Text
14T10-66 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
44T25-58-V
AutoCAD SHX Text
14T10-59 TO 66 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-59 TO 66 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
72T32-67-V
AutoCAD SHX Text
14T10-68 @200-S
AutoCAD SHX Text
14T10-69 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
72T32-67-V
AutoCAD SHX Text
14T10-68 TO 69 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-68 TO 69 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- VERTICAL REINFORCEMENT
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
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- STIRRUPS
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%%UABBREVIATION
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
= 75mm. (EARTH FACE) 25mm(OTHER FACES)
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
%%UMETHOD OF DETAILING
AutoCAD SHX Text
COLUMNS.
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PARAPETS.
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%%UCONCRETE COVER
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GROUND BEAMS.
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FOUNDATIONS.
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%%uNOTES:
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= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
- HORIZONTAL REINFORCEMENT
AutoCAD SHX Text
14-03-05
STIRRUPS DETAIL
SCALE : 1-20COLUMN C16 DETAIL (1 NOS)
C16A SECTION
SCALE : 1-25
C16 SECTIONSCALE : 1-25
C17 SECTION
STIRRUPS DETAIL
SCALE : 1-20COLUMN C17 DETAIL (1 NOS)
C17A SECTION
SCALE :
0 2
1/20
33 0
DRAWING NO.D
DWG. SIZE :
10
A1
DRAWN BY :
CHECKED BY :
APPROVED BY :
DATE :
910S
SHEET 6/6
Oct13, 2017SHOP DRAWINGS REFERENCE
S / CL / 11
CONTRACT DRAWINGS REFERENCE
S / DT / 53&
0 133 0 D B 103 100S B
0 133 0 D B 102 200S A
0 33 B10 D 101 300S A A
COLUMNS REIN. DETAILS
3RD & 2ND BASEMENT
A F
AutoCAD SHX Text
80T25-70-V
AutoCAD SHX Text
14T10-71 @200-S
AutoCAD SHX Text
14T10-72 @200-S
AutoCAD SHX Text
14T10-73 @200-S
AutoCAD SHX Text
14T10-74 @200-S
AutoCAD SHX Text
14T10-75 @200-S
AutoCAD SHX Text
14T10-76 @200-S
AutoCAD SHX Text
14T10-77 @200-S
AutoCAD SHX Text
14T10-78 @200-S
AutoCAD SHX Text
14T10-79 @200-S
AutoCAD SHX Text
14T10-80 @200-S
AutoCAD SHX Text
14T10-81 @200-S
AutoCAD SHX Text
14T10-82 @200-S
AutoCAD SHX Text
14T10-83 @200-S
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
80T25-70-V
AutoCAD SHX Text
14T10-71 TO 83 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-71 TO 83 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
-10.20 RTL
AutoCAD SHX Text
48T25-84-V
AutoCAD SHX Text
14T10-85 TO 89 @200-S
AutoCAD SHX Text
RAFT FOUNDATION
AutoCAD SHX Text
14T10-85 TO 89 @200-S
AutoCAD SHX Text
-7.20 STL
AutoCAD SHX Text
-4.20 STL
AutoCAD SHX Text
14T10-85 @200-S
AutoCAD SHX Text
2X14T10-86 @200-S
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14T10-87 @200-S
AutoCAD SHX Text
14T10-88 @200-S
AutoCAD SHX Text
2X14T10-89 @200-S
AutoCAD SHX Text
14T10-88 @200-S
AutoCAD SHX Text
48T25-84-V
AutoCAD SHX Text
REVIEW / STATUS STAMP
AutoCAD SHX Text
ISSUED FOR APPROVAL
AutoCAD SHX Text
Revision Details
AutoCAD SHX Text
- BOTTOM OF OPENING
AutoCAD SHX Text
- RAFT BOTTOM LEVEL
AutoCAD SHX Text
- SETTING OUT POINT
AutoCAD SHX Text
- TO BE CONFIRMED
AutoCAD SHX Text
- TOP OF CONCRETE
AutoCAD SHX Text
- CONSTRUCTION JOINT
AutoCAD SHX Text
- RAFT TOP LEVEL
AutoCAD SHX Text
- EXPANSION JOINT
AutoCAD SHX Text
- VERTICAL REINFORCEMENT
AutoCAD SHX Text
- BOTTOM SECOND LAYER
AutoCAD SHX Text
- NEAR FACE FIRST LAYER
AutoCAD SHX Text
- ALTERNATE FOR REVERSED
AutoCAD SHX Text
- STRUCTURAL SLAB LEVEL
AutoCAD SHX Text
- UNLESS NOTED OTHERWISE
AutoCAD SHX Text
- FAR FACE FIRST LAYER
AutoCAD SHX Text
- BOTTOM FIRST LAYER
AutoCAD SHX Text
- TOP SECOND LAYER
AutoCAD SHX Text
- FAR FACE SECOND LAYER
AutoCAD SHX Text
- NEAR FACE SECOND LAYER
AutoCAD SHX Text
- STIRRUPS
AutoCAD SHX Text
%%UABBREVIATION
AutoCAD SHX Text
- TOP OF OPENING
AutoCAD SHX Text
- STAGGERED
AutoCAD SHX Text
- BOTH WAYS
AutoCAD SHX Text
- ALTERNATE
AutoCAD SHX Text
- EACH FACE
AutoCAD SHX Text
- TOP FIRST LAYER
AutoCAD SHX Text
BAR DIAMETER
AutoCAD SHX Text
BAR MARK
AutoCAD SHX Text
BAR SPACING
AutoCAD SHX Text
TYPE OF REINFORCEMENT
AutoCAD SHX Text
NO.OF BARS
AutoCAD SHX Text
= 75mm. (EARTH FACE) 25mm(OTHER FACES)
AutoCAD SHX Text
= 75mm. EARTH FACES, 40mm. OTHER FACES
AutoCAD SHX Text
REINFORCEMENT SHALL BE AS FOLLOWS:
AutoCAD SHX Text
BEAMS, LINTELS & CAPPING BEAMS
AutoCAD SHX Text
EXTERNAL RELATES TO CONCRETE FACES EXPOSED TO EXTERNAL ENVIRONMENT.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER TO ALL
AutoCAD SHX Text
6 T 12 - 01 @150 - B1
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND LEVELS IN METERS (m).
AutoCAD SHX Text
FOR GENERAL NOTES ON CONCRETE AND REINFORCEMENT STEEL,
AutoCAD SHX Text
REFER TO CONTRACT DRAWING NO. S-GN-01
AutoCAD SHX Text
SUSPENDED SLABS.
AutoCAD SHX Text
%%UMETHOD OF DETAILING
AutoCAD SHX Text
COLUMNS.
AutoCAD SHX Text
PARAPETS.
AutoCAD SHX Text
%%UCONCRETE COVER
AutoCAD SHX Text
GROUND BEAMS.
AutoCAD SHX Text
FOUNDATIONS.
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
= 25mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 30mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
= 75mm.(EARTH FACE), 40mm.(OTHER FACES)
AutoCAD SHX Text
= 35mm. (INTERNAL), 40mm (EXTERNAL)
AutoCAD SHX Text
LOCATION OF BAR*
AutoCAD SHX Text
- HORIZONTAL REINFORCEMENT
AutoCAD SHX Text
14-03-05
SHAPES SKETCHE ATTACHED TO BBS BG - 006
B
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%%UBAR MARK-51
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%%UBAR MARK-52
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%%UCOLUMN C12 DETAIL (1 NOS)
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(L=4100mm)
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(L=3300mm)
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%%UCOLUMN C15 DETAIL (1 NOS)
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%%UBAR MARK-69
AutoCAD SHX Text
(L=3600mm)
AutoCAD SHX Text
(L=4400mm)
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%%UBAR MARK-68
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
%%UCOLUMN C7 DETAIL (1 NOS)
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%%UBAR MARK-31
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%%UBAR MARK-32
AutoCAD SHX Text
(L=4400mm)
AutoCAD SHX Text
(L=3600mm)
SHAPES SKETCHE ATTACHED TO BBS BG - 006
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%%UBAR MARK-59
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%%UBAR MARK-60
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%%UBAR MARK-61
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%%UBAR MARK-62
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%%UBAR MARK-63
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%%UBAR MARK-64
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%%UBAR MARK-65
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%%UBAR MARK-66
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%%UCOLUMN C14 DETAIL (1 NOS)
SHAPES SKETCHE ATTACHED TO BBS BG - 006
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%%UCOLUMN C16 DETAIL (1 NOS)
AutoCAD SHX Text
%%UBAR MARK-71
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%%UBAR MARK-72
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%%UBAR MARK-73
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%%UBAR MARK-74
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%%UBAR MARK-75
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%%UBAR MARK-76
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%%UBAR MARK-77
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%%UBAR MARK-78
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%%UBAR MARK-79
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%%UBAR MARK-80
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%%UBAR MARK-81
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%%UBAR MARK-82
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%%UBAR MARK-83
SHAPES SKETCHE ATTACHED TO BBS BG - 006
COLUMN C1 DETAIL (1 NOS)
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%%UBAR MARK-85
AutoCAD SHX Text
%%UBAR MARK-86
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%%UBAR MARK-87
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%%UBAR MARK-88
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%%UBAR MARK-89
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%%UCOLUMN C17 DETAIL (1 NOS)
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%%UBAR MARK-2
1 OF 6PROJECT:
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) (mm)
1 32 1 71 71 7600 26 1600 450 5550 65
2 10 1 26 26 4350see
sketch4350
3 10 1 78 78 2380 51 920 190
4 10 1 78 78 2760 51 1120 180
5 10 1 26 26 1160 41 100 60 920 60 100
6 32 1 88 88 7600 26 1600 450 5550 65
7 10 1 26 26 5040 51 1520 920
8 10 1 78 78 3560 51 1520 180
9 10 1 104 104 2410 51 920 205
10 10 1 26 26 1160 41 100 60 920 60 100
11 32 1 70 70 7600 26 1600 450 5550 65
12 10 1 26 26 5040 51 1520 920
13 10 1 104 104 2440 51 920 220
14 10 1 52 52 3610 51 1520 205
15 10 1 26 26 1760 41 100 60 1520 60 100
Checked by :
COLUMN C2 DETAIL (1 NOS)
COLUMN C3 DETAIL (1 NOS)
F\G*B* C* D*
COLUMN C1 DETAIL (1 NOS)
A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
† Type T unless otherwise noted *Specified in multiples of 5mm
2 OF 6PROJECT:
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) (mm)
Checked by :
F\G*B* C* D*A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
16 25 1 70 70 7250 26 1250 350 5650 50
17 10 1 26 26 5040 51 1520 920
18 10 1 104 104 2430 51 920 215
19 10 1 52 52 3600 51 1520 200
20 10 1 26 26 1760 41 100 60 1520 60 100
21 20 1 36 36 4000 26 1000 250 2750 40
22 10 1 12 12 5040 51 1320 1120
23 10 1 60 60 2740 51 1120 170
24 10 1 36 36 3220 51 1320 210
21 20 1 36 36 4000 26 1000 250 2750 40
22 10 1 14 14 5040 51 1320 1120
23 10 1 70 70 2740 51 1120 170
24 10 1 42 42 3220 51 1320 210
25 32 1 66 66 7700 26 1600 450 5650 65
26 10 1 26 26 5840 51 2420 420
COLUMN C6 DETAIL (1 NOS)
COLUMN C4 DETAIL (1 NOS)
COLUMN C5 DETAIL (1 NOS) AT 2ND BASEMENT FLOOR
COLUMN C5 DETAIL (1 NOS)
† Type T unless otherwise noted *Specified in multiples of 5mm
3 OF 6PROJECT:
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) (mm)
Checked by :
F\G*B* C* D*A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
27 10 1 52 52 5270 51 2420 135
28 10 1 260 260 1320 51 420 160
29 10 1 26 26 1520 51 420 260
30 32 1 84 84 7600 26 1600 450 5550 65
31 10 1 26 26 4400see
sketch4400
32 10 1 26 26 3600see
sketch3600
33 32 1 68 68 7600 26 1600 450 5550 65
34 10 1 26 26 5640 51 2220 520
35 10 1 26 26 5190 51 2220 295
36 10 1 182 182 1610 51 520 205
37 32 1 112 112 7600 26 1600 450 5550 65
38 10 1 26 26 5040 51 1420 1020
39 10 1 78 78 3390 51 1420 195
40 10 1 156 156 2530 51 1020 165
COLUMN C7 DETAIL (1 NOS)
COLUMN C8 DETAIL (1 NOS)
COLUMN C9 DETAIL (1 NOS)
† Type T unless otherwise noted *Specified in multiples of 5mm
4 OF 6PROJECT:
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) (mm)
Checked by :
F\G*B* C* D*A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
41 32 1 96 96 7600 26 1600 450 5550 65
42 10 1 26 26 4840 51 1420 920
43 10 1 78 78 3370 51 1420 185
44 10 1 130 130 2370 51 920 185
45 32 1 88 88 7600 26 1600 450 5550 65
46 10 1 26 26 4840 51 1420 920
47 10 1 78 78 3370 51 1420 185
48 10 1 104 104 2400 51 920 200
49 10 1 26 26 1160 41 100 60 920 60 100
50 32 1 72 72 7600 26 1600 450 5550 65
51 10 1 26 26 4100see
sketch4100
52 10 1 26 26 3300see
sketch3300
53 32 1 78 78 7600 26 1600 450 5550 65
54 10 1 26 26 4840 51 1620 720
55 10 1 52 52 3790 51 1620 195
COLUMN C10 DETAIL (1 NOS)
COLUMN C11 DETAIL (1 NOS)
COLUMN C12 DETAIL (1 NOS)
COLUMN C13 DETAIL (1 NOS)
† Type T unless otherwise noted *Specified in multiples of 5mm
5 OF 6PROJECT:
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) (mm)
Checked by :
F\G*B* C* D*A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
56 10 1 130 130 1990 51 720 195
57 10 1 26 26 960 41 100 60 720 60 100
58 25 1 44 44 7380 26 1250 350 5780 50
59 10 1 26 26 4150see
sketch4150
60 10 1 26 26 3150see
sketch3150
61 10 1 26 26 3250see
sketch3250
62 10 1 26 26 1700see
sketch1700
63 10 1 26 26 1850see
sketch1850
64 10 1 26 26 1970see
sketch1970
65 10 1 26 26 2060see
sketch2060
66 10 1 26 26 2150see
sketch2150
67 32 1 72 72 7600 26 1600 450 5550 65
68 10 1 26 26 4400see
sketch4400
69 10 1 26 26 3600see
sketch3600
70 25 1 80 80 7250 26 1250 350 5650 50
71 10 1 26 26 8300see
sketch8300
COLUMN C14 DETAIL (1 NOS)
COLUMN C15 DETAIL (1 NOS)
COLUMN C16 DETAIL (1 NOS)
† Type T unless otherwise noted *Specified in multiples of 5mm
6 OF 6PROJECT:
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) (mm)
Checked by :
F\G*B* C* D*A*
MOHD ALIAN
A
NOTE:
Date Prepared/S014 to /S019 -Rev. A
TITLE: 3RD & 2ND BASEMENT
COLUMN REIN. DETAILS
PAGE NO.
BBS NO.
Rev. Date
E*
BG - 006
MOHD ALIAN
72 10 1 26 26 2950see
sketch2950
73 10 1 26 26 1335see
sketch1335
74 10 1 26 26 2050see
sketch2050
75 10 1 26 26 2750see
sketch2750
76 10 1 26 26 3720see
sketch3720
77 10 1 26 26 3950see
sketch3950
78 10 1 26 26 3700see
sketch3700
79 10 1 26 26 3200see
sketch3200
80 10 1 26 26 2670see
sketch2670
81 10 1 26 26 2100see
sketch2100
82 10 1 26 26 1650see
sketch1650
83 10 1 26 26 1250see
sketch1250
84 25 1 48 48 7250 26 1250 350 5650 50
85 10 1 26 26 4950see
sketch4950
86 10 1 52 52 3950see
sketch3950
87 10 1 26 26 3810see
sketch3810
88 10 1 52 52 2475see
sketch2475
89 10 1 52 52 2625see
sketch2625
COLUMN C17 DETAIL (1 NOS)
† Type T unless otherwise noted *Specified in multiples of 5mm
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