General Notes :

1. Do not scale drawings, just follow given Dimensions.

2. All dimensions are in millimetre & all levels are in metre unless noted otherwise.
3. This Drawing should be read in conjuction with general notes & general details.
Y9 Y8 Y7 Y6 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 V12 V13 V14 V15 V16 V17 4. For E/M embaded items, manholes & openings refer to E/M RFI (as shown in
table) & E/M Drawings.
5. For canopy location, base plate fixing details & inserts refer to supplier details.
6. The 28 days cylinder compressive design strength shall not be less than-
a. For Foundation, Columns, Cores & Walls...............40 Mpa.
b. For Slabs, Stairs & Beams......................................40 Mpa.
7. All Reinforcement Steel Bars shall have a minimum yield strength of 420 Mpa.
W2 Legend :
C.J. = Construction Joint R.B.= Rebent Bars T.O.F.= Top Of Foundation
W9 W2
T.O.S.= Top of Slab A.C.= Approved Coupler
W6
W6
B.O.S.= Bottom of Slab T.O.OP.= Top of Opening
FOR CONTINUATION REFER TO S3
T.O.W.= Top of Wall T.O.C.= Top of Concrete

2B3
S4 S3 B.O.W.= Bottom of Wall T.O.RB.= Top of Ring Beam
SSL +12.250 m 125 S4 50 SSL +12.900 m S3 M
S3 2
475 T.O.B.= Top of Beam B.O.RB.= Bottom of Ring Beam
S3 SSL +12.900 m
TOW +12.900 m
SSL +12.725 m SSL +12.850 m 50
S3

SSL +12.850 m SSL +12.900 m

R07-HC1C20-SBG-XX-02-SDW-ST-10104 SSL +12.900 m SSL +12.900 m
TOB TOB +12.900
+12.900 m m
B.O.B.= Bottom of Beam
HZ.= Horizontal Bars Reinforcement
E.F.= Each Face
N.F.= Near Face
TOB +12.900 m

29
VR.= Vertical Bars Reinforcement F.F.= Far Face

C
3
3

C4

4
7
FC

C4

4
2B3

FC

4
2B3 2B3 W2 W2 2B3 2B3 W2 W2 2B3 2B3 2B4 2B4 2B3 S.BAR= Side Bars Reinforcement I.L.= Invert Level

29
4
C

C
C

C
4

C
C

C
H17 475 Shop Drawings References :

W10
W10

W10
2B3 2B3 2B3 4
TOC +12.850 m 2B3 W2 C

10
2B3 2B3 W2 W2 4

10
2B3 4 2B3 4 2B4 2B4 2B3 4

4
2B3

4
4 1. For Form Work Layout Plan Refer to Shop Drawing No.

7
C

4
C C

C
4

4
C

C
C

C
S3 S3

C
C

C
1
150mm E.J R07-HC1C20-SBG-XX-02-SDW-ST-11001,11002,11003......

C
TOB +12.650 m

W2

W3

W2
SSL +12.250 m TOB +12.900 m
SSL +12.900 m 2. For Form Work Section Details Refer to Shop Drawing No.
EXTERNAL CANOPY S3
LIGHT WEIGHT FILL TOB +12.900 m DP11 Start From R07-HC1C20-SBG-XX-02-SDW-ST-32011,32012,32013.......
COLUMN S3 S3

2B3
S3
SSL +12.900 m 3. For General Notes Refer to Shop Drawing No.

2B3

2B3

RW110(U)
TOW +12.850 m 250mm UPSTAND WALL SSL +12.900 m SSL +12.900 m R07-HC1C20-SBG-XX-00-SDW-ST-00001, 00002, 00003.
SSL +12.900 m

59
FROM LOW LEVEL W3 4. For Standard Details Refer to Shop Drawing No.

W2

W2

C
R07-HC1C20-SBG-XX-00-SDW-ST-50001 to 50016.

4
C
DP1 DP1 DP1 DP1 DP1 DP1 DP1 4 5. For Construction Joint Plan at Level 02 Refer to Shop Drawing No.
C
R07-HC1C20-SBG-XX-02-SDW-ST-10101, 10102, 10103.....

11
13

14
1 1

FC
6. For E/M Embedded Items in Foundation Refer to Shop Drawing No.

W3
6

1
2B3

2
C C C

C
DP1

C
H18 Start From R07-HC1C20-SBG-XX-00-SDW-ST-10801 to 108.....

2B3
Design Drawing References
W2

4
C
NO DWG No. REV. NO DWG No. REV.

6
C
M2

FOR CONTINUATION REFER TO ZONE M4

DP6

RW
DP1 DP1 DP4 DP1 DP1 DP1 DP1 DP1 DP1

11
0

2B3
2

58

58

13

59
13

59
FC

1
1

2
C

C
C

C
H19 DOCUMENTS & RFI'S REFERENCES
DOC .NO. DOC .NO. DOC .NO.
250mm THK PLANTER

4
C
WALL,TOW +13.530m

2
RW C
DP9
11
0 M2
TOW +12.400 m M2
EXTERNAL CANOPY DP1 DP1 DP1
COLUMN DP1 DP1 DP1

2B3
2B8 2B8

W9

13

13

13

13

60
2

1
C

C
H20

14
C
FOR DETAILS REFER TO SPA W9

58
C

4
DRAWINGS

C
EXTERNAL CANOPY

R07-HC1C20-SBG-XX-02-SDW-ST-10103
COLUMN EXTERNAL CANOPY DP1
COLUMN
M2
S3

W4
2B
8
W9
SSL +12.900 m DP1

20mm I.J DP1 DP1 DP1 DP1 DP1 DP1

2B3
Rev. Date Reason For Issue Chk

1
C
21

13

60

60

1
C

6
8

C
W3

C
C

C
SHOP DRAWING REV.
H21
FOR DETAILS REFER TO SPA Key Plan.

12
C
200mm THK UPSTAND
WALL (W10),
TOW +9.000 m (TYP)

200mm THK UPSTAND WALL

TOW +9.000 m
(W10), TOW +9.000 m (TYP)

TOW +9.000 m
TOW +7.850 m
BLL +7.100 m 200mm THK UPSTAND WALL
(W10), TOW +9.000 m (TYP)
S1

150mm DEEP
SSL +7.850 m

TOW +7.850 m

200mm THK UPSTAND WALL

(W10), TOW +9.000 m (TYP)

W10
FS6
200mm THK UPSTAND
TOWTOW
WALL, +7.850 m m
+9.000 FS6 SSL +7.900 m EXTERNAL CANOPY
(TYP) FS6 COLUMN ABOVE
SSL +7.900 m S1 TOW +9.000 m

01 02 03 04 05 06
SSL +7.900 m

DRAIN CHANNEL (TYP)

200mm THK UPSTAND SSL +7.850 m
WALL (W10), TOW +
9.000 m (TYP)

TOW +7.850 m

FS6

SSL +7.900 m

FS6

SSL +7.900 m
S2 S1 FS6

FS6 SSL +7.900 m SSL +7.900 m SSL +7.900 m

EXTERNAL CANOPY
COLUMN S3 TOF +12.000 m
SSL +7.900 m 1. OUTLINE INDICATE FOR NFT TOWER CRANE - TC1
EXTERNAL CANOPY
SSL +7.850 m COLUMN 2. 9000x9000x1250 FOUNDATION (TOF +4.450 m) EXTERNAL CANOPY

1B4
FOR ADDITIONAL COLUMN
EXTERNAL REINFORCEMENT DETAIL 3. BASE PLATE DIMENSIONS TO BE PROVIDED BY CRANE SUPPLIER
CANOPY REFER TO R07-HC1D02-
COLUMN MML-XX-XX-DWG-ST-00906 4. MAX BEARING STRESS CONSIDERED: 200 kPa
(TYP)
5. "CONTRACTOR TO CARRY OUT PLATE LOAD TEST TO CONFIRM
150mm E.J THE CAPACITY OF THE SOIL PRIOR TO CONSTRUCTION OF THE
TOW +7.900 m
TOWER CRANE FOUNDATION"

TOC +9.000 m
200mm THK UPSTAND WALL,
TOW +9.000 m (TYP)

CJ
TOW +12.650M 60PF2

OUTLINE INDICATE FOR WOLFF

TOWER CRANE - TC1

RW
60PF4

CJ
BASE PLATE DIMENSION TO BE EXTERNAL CANOPY FS6 60PF2
PROVIDED BY CRANE SUPPLIER COLUMN ABOVE
SSL +7.900 m
TOW VARIES
FS9 TOF +7.900 m

SSL +7.900 m
S2 S1
TOW +7.900 m TOW +7.900 m
SSL +7.900 m SSL +7.900 m TOW +7.900 m

20mm ISOLATION JOINT TOW +9.000 m

TOW +7.900 m

200mm THK UPSTAND WALL

(W10), TOW +9.000 m (TYP) EXTERNAL CANOPY
COLUMN
FS3

DRAWINGS
TOC +7.850 m
SSL +7.900 m
EXTERNAL CANOPY
COLUMN

1
TOW +7.850 m
FS6 FS6

07 08 09 10 11 12
SSL +7.900 m
SSL +7.900 m
TOC +9.100 m

FS3

10
SSL +7.900 m

200mm THK UPSTAND

WALL (W10), TOW VARIES
REFER TO LS

SLEEVE AT 3650 FROM FFL

800x800mm WALL SLEEVE
800x800mm WALL SLEEVE FS3 150mm EJ.
AT 3650 FROM FFL
AT 3650 FROM FFL TOC +8.700 m

DP1 DP1
SSL +7.900 m

DP1 DP1

800x800mm WALL
FS6 EXTERNAL CANOPY
FS3 COLUMN
SSL +7.900 m
SSL +7.900 m

DP1
EXTERNAL CANOPY
COLUMN
600x600x300 PIT
200mm THK UPSTAND
FS6 WALL (W10), TOW VARIES
FS3
REFER TO LS
SSL +7.900 m TOC +10700 m
SSL +7.900 m 200mm THK UPSTAND WALL TOW VARIES
S1 (W10), TOW +9.000 m (TYP) REFER TO LS
TOF +7.900 m
SSL +7.900 m
FS3

60PF6 SSL +7.900 m

800x800mm WALL SLEEVE

TOF +7.900 m
TOW +7.850 m
FS6 S2
FS3 FS3

AT 3650 FROM FFL

FOR PILECAP DETAIL REFER
FS3 TO R07-HC1D02-MML-XX-00- SSL +7.900 m
SSL +7.900 m FS3+7.900 m
SSL S1
FS2 SSL +7.900 m DWG-ST-11005(UNO) TOW +7.300 m
SSL +7.900 m
SSL +7.900 m

1B1
FS2 800x800mm WALL SLEEVE
FOR ADDITIONAL REINFORCEMENT SSL +7.900 m AT 3650 FROM FFL S1
S1 TOC +7.300 m
DETAIL REFER TO R07-HC1D02- SSL +7.900 m
MML-XX-XX-DWG-ST-00906 (TYP)
SSL +7.900 m
SSL +7.900 m

300
EXTERNAL CANOPY
FS3 COLUMN

2B1
(CANOPY FINAL LOCATION IS SUBJECT TO
FS3 SSL +7.900 m COORDINATION WITH TAIL SCOPE)
CJ 300 300
200mm THK UPSTAND WALL OUTLINE INDICATE FOR NFT TOWER CRANE -TC5 SSL +7.900 m
(W10), TOW +9.000 m (TYP) FS3 FOR PILECAP DETAIL REFER FS8
FS8
BASE PLATE DIMENSION TO BE PROVIDED BY TO R07-HC1D02-MML-XX-00-
CRANE SUPPLIER SSL +7.600 m DWG-ST-11005(UNO) SSL VARIES
TOW +9.000 m SSL VARIES

2B3

450
11
TOW +12.650M 150
SSL VARIES
TOW +7.850 m

CJ

300
FS8

13 13 14 15 16 17 18

11
FS8 FS8
FS2 FS8 FS8
SSL VARIES RAMP LEVEL VARIES
FS4 SSL +6.250 m
SSL +7.900 m SSL VARIES
TOF +7.450 m SSL +5.286 m

13
FS3 FS4 SSL +7.900 m

13
TOF +6.250 m

61
13

61
13
SSL +7.450 m 450 SSL +7.900 m TOF +6.250 m
450

2B6 2B6
TOF +5.950 m
CJ

C
TOF +7.900 m

CJ
FS3
60PF7 TOF +5.250 m

C
S1 TOF +5.130 m
SSL +7.900 m

C
EXTERNAL CANOPY
COLUMN SSL +7.900 m TOF +7.550 m
TOF +6.250 m

450
C

C
C

C
C
FS3 60PF1
20mm I.J
FS3
SSL +7.900 m

H22 0
SSL +7.900 m 20mm I.J PAD FOOTING BELOW
(TYP)

W1
S1

200mm THK UPSTAND WALL SSL +7.900 m

FS6 60PF1
(W10), TOW +9.000 m (TYP)
TOF +7.350 m
SSL +7.900 m FS3 FS2
TOF +7.900 m
(TYP) FS3 SSL +7.900 m
SSL +7.900 m
FS3 SSL +7.900 m
FS3 FS4 FS4
SSL +7.900 m FOR DETAIL OF MICE
SSL +7.900 m S1 COLUMN & WALLS REFER SSL +7.900 m SSL +7.900 m
TO R07-HC1D02-MML-13-01- S2
SSL +7.900 m DWG-ST-13001~13004
60PF1
SSL +7.850 m

MICE COLUMN TAG, WALL

NOT SHOWN FOR CLARITY.
REFER TO MICE PACKAGE

60PF1

EXTERNAL CANOPY 200mm THK UPSTAND

WALL (W10), TOW +
9.000 m (TYP)

19 FS6

SSL +7.900 m
EXTERNAL CANOPY
COLUMN
FS2

SSL +7.900 m

FS3

SSL +7.900 m

20 FS3

SSL +7.900 m
FS4

SSL +7.900 m

21
FS3

SSL +7.900 m
FS3

SSL +7.900 m

22 23 FS9

SSL +5.900 m
60PF1

24
COLUMN
60PF8 TOF +6.100 m FS3
TOW +7.850 m SSL +7.900 m

CJ
S1 FS6
FOR ADDITIONAL REINFORCEMENT
SSL +7.900 m DETAIL REFER TO R07-HC1D02-
SSL +7.900 m MML-XX-XX-DWG-ST-00906 (TYP) SCISSOR LIFTS

FS4 FS4
1B1

TOW +9.000 m 50 SSL +7.400 m SSL +7.400 m

REFER TO R07-HC1D02-MML-XX-XX-DWG-ST-00903
BLL +7.100 m TREE PIT

40

UPSTAND / DOWNSTAND WALL FOR DETAIL

FS3 FS4
FS3
SSL +5.900 m
S1 FS9
S1 S1 SSL +7.900 m SSL +7.900 m SSL +7.900 m

EJ
S1 S1 FS2
50 S1 SSL +5.900 m

150mm
SSLSSL +7.900
+7.900 m m FS3
S1 SSL +7.900 m SSL +7.900 m
SSL +7.900 m TREE PIT
SSL +7.900 m SSL +7.900 m
SSL +7.850 m
150mm EJ.

TOW +9.000 m
FS6
BLL +7.100 m FS6
SSL +7.825 m EXTERNAL CANOPY

C
SSL +7.825 m OUTLINE INDICATE FOR WOLFF TOWER COLUMN EXTERNAL CANOPY
CRANE - TC5 FS2 COLUMN
TOB +7.900 m S1
SSL +7.900 m S1
TOWER CRANE BASE TO BE PROVIDED BY TOF +7.900 m
CRANE SUPPLIER (TYP) SSL +7.900 m FS3 SLAB DEPRESSION
FS3
SSL +7.900 m

1B3

FS3
MODIFICATION BASED ON FS9
TOF +7.900
SSL +7.400 m m COORDINATION WITHm
SSL +7.400 500
SSL +5.900 m

10SB1
ONGOING SITE WORKS

10SB1

10SB1

10SB1

10SB1
10SB2
10SB2
TOF +7.900 m 10SB2 10SB2
10SB2 10SB2
1B3

SLAB DEPRESSION
FOR ADDITIONAL MODIFICATION BASED ON FS9
REINFTMENT DETAIL CJ COORDINATION
TOF +7.900 m WITH
REFER TO R07-HC1D02- 500 ONGOING SITE WORKS FS3 SSL +5.900 m
TOF +7.900 m
MML-XX-XX-DWG-ST-00906
FS3
(TYP) SSL +7.900 m
FS3
FS2 TOF +7.550 m SSL +7.400 m
SSL +7.400 m
SSL +7.900 m

FS2

25 26 27 28 29 30
S1

SSL +5.000 m

MICE COLUMN TAG, WALL

NOT SHOWN FOR CLARITY.
REFER TO MICE PACKAGE
FS12
TOW VARIES
FS3 SSL +7.250 m

SSL +7.900 m 500 FS3

SSL +7.900 m
TOW +12.400M
FS2

SSL +7.900 m

EXTERNAL CANOPY
COLUMN OUTLINE INDICATE FOR NFT TOWER

500
CRANE - TC4 FS12

BASE PLATE DIMENSION TO BE 650 SSL +7.250 m

PROVIDED BY CRANE SUPPLIER
FOR ADDITIONAL FS3 TOF +7.900 m
REINFTMENT DETAIL
REFER TO R07-HC1D02- SSL +7.400 m
MML-XX-XX-DWG-ST-00906
(TYP) CJ

TOF +10.000 m
FS3
FS4

2B6
SSL +7.900 m

2B6
TOF +7.900 m SSL +7.900 m
60PF5
500

FOR DETAILS REFER TO SPA TOF +7.900 m

DRAWINGS
FS2

TOB +13.250m
SSL +7.900 m

TOF +7.900 m

FS12
650 MICE COLUMN TAG, WALL
SSL +7.250 m NOT SHOWN FOR CLARITY.
REFER TO MICE PACKAGE
FS3 FS12

SSL +7.900 m SSL +7.250 m

TOC +12.850 m
31 32 33 34 35 36
60PF8

650 500

FS3

SSL +7.400 m
TOF +10.000 m
FS6

SSL +7.900 m

500

500
FS2

SSL +7.900 m

S
VARIE
FS3

LEVEL
SSL +7.400 m TOF +7.900 m

500
FS2

SSL +7.900 m
60PF6

2B6
M2

2B6

2B6
2B6
SSL +7.900 m
SSL +7.900 m

FS3 60PF8
TOF +10.000 m
FS2 FS3 SSL +7.900 m
FS6
TOF +7.900 m SSLFS3
+7.900 m S1 200mm THK UPSTAND
SSL +7.900 m WALL (W10),
SPA S1 S1

1B1
S1 SSL +7.900 m C56 TOW VARIES

FS2 SSL +7.900 m

SSL +7.900 m FS6

SSL +7.900 m TOW +17.850M
SSL +7.900 m
FS3 FS6

SSL +7.900 m SSL +7.900 m

TOF +10.000 m 200mm THK UPSTAND
WALL (W10), TOW +
EXTERNAL CANOPY FS2 9.000 m (TYP)
60PF5

1B1
1B1
COLUMN
TOF +7.900 m

H27
60PF5 200mm THK UPSTAND
OUTLINE INDICATE FOR NFT TOWER CRANE - TC3 WALL (W10),
TOW +9.000 m (TYP)
BASE PLATE DIMENSIONS TO BE
PROVIDED BY CRANE SUPPLIER
TOF +10.000 m
S1
60PF8 FS2
EXTER SSL +7.900 m
COLUM TOF +7.900 m
NAL
N CANOP

RW11

2B3
Y FS2

TOF +7.900 m
S1
FS6

SSL +7.900 m SSL +7.900 m

37 38 39 40 41 42

CJ
EXTER FS7
COLUM
NAL
N CANOP
Y
TOW +7.925 m
TOW +7.850 m
SSL +7.900 m
FS7

CJ
SSL +7.900 m
TOW VARIES

TOF +10.000 m
TOF +10.000 m

C51
FS6
60PF8
60PF8 TOW = +12.650m TOF +7.900 m
SSL +7.900 m

FOR DETAILS REFER TO

FS2 60PF8

TOF +10.000 m SSL +7.900 m

TOW +7.940 m OUTLINE INDICATE FOR WOLFF TOWER
CRANE - TC4 FS6

S3
TOWER CRANE BASE TO BE PROVIDED BY SSL +7.900 m
CRANE SUPPLIER (TYP)
TOF +10.000 m TOF +10.000 m

60PF6

FOR ADDITIONAL REINFORCEMENT 60PF8

DETAIL REFER TO R07-HC1D02- 60PF8
MML-XX-XX-DWG-ST-00906 (TYP)

U)
C56(
200mm THK UPSTAND
TOW +7.850 m 150mm E.J
WALL, TOW +9.000 m

0
FS6 TOC +7.850 m (TYP)

TOF +12.350 m
SSL +7.900 m
EXTERNAL CANOPY
COLUMN

MICE DRAWINGS N
200mm THK UPSTAND
WALL (W10),
TOW +9.000 m (TYP)

FS6
S1

SSL +7.900 m TOF +7.900 m

60PF6 M2
SSL +7.900 m

50

50
FS6

SSL +7.900 m

OUTLINE INDICATE FOR WOLFF TOW +7.850 m

50
S1 TOWER CRANE - TC3

SSL +12.900 m
SSL +7.850 m TOWER CRANE BASE TO BE PROVIDED
BY CRANE SUPPLIER (TYP)

PILECAP SIZE AND REINFORCEMENT

REFER TO DWG NO R07-HC1D02-MML-XX-
XX-DWG-ST-69016

50
43 44 45 46 47 48
200mm THK UPSTAND 1B2
WALL (W10),
TOW +9.000 m (TYP) S1

SSL +7.850 m
1B4 1B4 200mm THK UPSTAND
WALL (W10),
TOW +9.000 m (TYP)

TOB +13.250 m

1B5
2B6 TOB +13.250 m
EXTERNAL CANOPY
COLUMN TOW +9.000 m
BLL +7.100 m

UPSTAND / DOWNSTAND WALL FOR DETAIL

REFER TO R07-HC1D02-MML-XX-XX-DWG-ST-00903

DP1 DP1 DP1 DP1

40
C
EXTERNAL CANOPY
COLUMN 14

13

13

13
13

13

61
C 2B6

13
C

C
C

C
H23

C
RW11
0

2B3
40
C
TOF +11.300 m

DP1 DP1 DP1

W
EXTERNAL CANOPY DP1 DP1 DP1 DP1

6
COLUMN

RW110
EXTERNAL CANOPY

13
14

13

13

13
13 3

13
COLUMN

C C1

C
C

C
C
H24

2B3
60PF9
DP1
W6
C51
EXTERNAL CANOPY

14
COLUMN

C
Move C.J.

40
C
M2
V7 DP1 V8 DP1
0

DP1 DP1 DP4 DP1

11
RW

2B3
13 13

1144
14

13

13

13
C C

C
C
C

C
H25 C
40

W
6
SSL +12.900 m

2B3
DP1 M2 FOR DETAILS REFER TO
S3 S3
W2 2B3 W2 RW109 TOWER CRANE
RW110

MICE DRAWINGS
RW110

W6 W6 SHAFT
1144

SSLSSL +12.900
+12.900 m m
CC

M2 RW109 Supervision Consultant

ISOLATION JOINT DP1 DP1 DP1 DP1 S1
DP1

2B3
RW109

W3
DP1 S1
H26 SSL +12.900 m

14

14

14
14

14
W6 SSL +12.900 m RW109

C
C

C
DP1

W3
W3
14

7
C

W2

C
W3

W2
EXTERNAL CANOPY

W2

RW113(U)
S4

W2

RW113
COLUMN RW DP1
SSL +12.725 m 11 S3
0 DP1 W3
TOW +16.850 m
EXTERNAL CANOPY SSL +12.900 m
COLUMN DP1 DP1 W3
DP1 RW113
EXTERNAL CANOPY 14

2B3
S4

2B3

W3
C
COLUMN W3 Contractor

144

14
C1
RW113(U)

2B3
SSL +12.725 m RW

C
5

H27 07
12

11 W2 W2
14

R9 0
C

DP1

RW 150mm E.J
11 TOB +12.900 m
14

0
FS5
C

7
DP1

C
SSL +12.725 m S1 SSL +12.000 m
RW
S4 DP1
DP1 DP1 SSL +12.900 m 12
1
RW M2 RW12
1

14
EXTERNAL CANOPY 11 34° DP1

2B3
COLUMN 0

2B3
14

14
14

C RW117

C
C

S4
U)

8
H28

11
9(

C
W

RW
SSL +12.725 m

0
11
RW

8
RW

C
12

8
RW

C
PLANTER WALL, 110 1
S1
REFER TO LANDSCAPE TOB +12.725 m

2B3
DRAWINGS SSL +12.900 m
S4
W

EXTERNAL CANOPY
9(U

TOW +12.900 m W COLUMN TOW +12.650 m

10 M2 DP1

RW11
SSL +12.725 m
)

RW
S3 M2
7

EXTERNAL CANOPY 117° R1W

2B

1101 TOW +12.650 m

5
COLUMN 0

8
C

RW
DP1
X5 TOW +12.850 m 110
RW

115
RW 12
5

SSL +12.250 m
RW11
32

1
EXTERNAL CANOPY

14
DP1

C
COLUMN
EXTERNAL CANOPY
0

2B3
C51
COLUMN
10

EXTERNAL CANOPY 14
W

COLUMN
TOC +11.200 m C FS5
DP1
5

W9(U)
32

HOTEL CLUSTER W DP1

10

8
C
FS5

8
C
X6 W
9(

C
EXTERNAL CANOPY U RW

8
) 110
COLUMN EXTERNAL CANOPY TOF +12.000 m
TOW +12.900 m
S4 COLUMN Client
TOC +11.200 m
SSL +12.725 m
EXTERNAL CANOPY
EXTERNAL CANOPY
COLUMN
COLUMN
TOC +11.200 m
C56
TOC +12.500 m

2B3
EXTERNAL CANOPY S3
S1
5

COLUMN
X7
47

S4
SSL +12.725 m
SSL +12.900 m EXTERNAL CANOPY
M2 SSL +12.725 m COLUMN
Project
150mm E.J TOC +11.200 m
W1
0

EXTERNAL CANOPY PLANTER WALL,

REFER TO LANDSCAPE
HOTEL CLUSTER
FS3 Shura Island
COLUMN
DRAWINGS W9
(U SSL +12.550 m
Program 07

RW119(U)
)
P

S3 EXTERNAL CANOPY 2B7

STE

2B3
TOW +12.900 m SSL +12.250 m
COLUMN
Hotel Centeral 01
X8 W1
EXTERNAL CANOPY 0 TOW +12.725 m
COLUMN S4
S4
W9

HOTEL CLUSTER Drawing Tiltle

(U

TOW +12.850 m SSL +12.725 m SSL +12.725 m

)

RW116(U)
THE MOUND - ZONE M3
P

S4
STE

W
9(
W1
0
SSL +12.725 m M2 CONSTRUCTION JOINT LAYOUT PLAN
U W1 S3
)
LEVEL L02
475

X9 0
M2

W7(U)
SSL +12.250 m W10
W9(U) W9(U)
EXTERNAL CANOPY
COLUMN W9(U
)
General Comments:
Model File Reference
1-The Coordination between all trades is Contractor Solely responsibility. TOW +12.900 m TOW +12.850 m

2-all openings & utilities in walls must be as per approved Architectural & MEP PLANTER WALL, R07-HC1C20-SBG-60-00-MOD-ST-06001

RW

475
REFER TO LANDSCAPE
shop drawings.

11
EXTERNAL CANOPY DRAWINGS S3

9(U
COLUMN Drawn By Checked By Approved By
3- Provide valid coordinated BIM model references.

)
SSL +12.250 m
X10
475

HOTEL CLUSTER U)
W9(
W7(U)
EXTERNAL CANOPY
4- This drawing shall be updated as per latest IFC drawings & related RFI's.
W7(U
COLUMN )
SSL +12.250 m
S3
W
10 ANS H.K. H.K
5-For C.J. G. comments refer to DAR comments in shop drawings # R07-HC1C20- W7(U) Project No Issue Date Scale at ISO A0
SBG-XX-00-SDW-ST-10101-C5.
6- C.J.'s not allowed in the maximum stress, contractor to provide it @ Span/5 R07-HC1C20 24/05/2023 1:150
up to span/3 from column/wall face.
TOW +12.900 m
EXTERNAL CANOPY Drawing Number Revission
R07-HC1C20-SBG-XX-02-SDW-ST-10105
C2