In this drawing, the presenc

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.
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.
Legend :
C.J. = Construction Joint R.B.= Rebent Bars T.O.F.= Top Of Foundation
T.O.S.= Top of Slab A.C.= Approved Coupler
B.O.S.= Bottom of Slab T.O.OP.= Top of Opening
T.O.W.= Top of Wall T.O.C.= Top of Concrete
B.O.W.= Bottom of Wall T.O.RB.= Top of Ring Beam
T.O.B.= Top of Beam B.O.RB.= Bottom of Ring Beam
B.O.B.= Bottom of Beam E.F.= Each Face
HZ.= Horizontal Bars Reinforcement N.F.= Near Face
VR.= Vertical Bars Reinforcement F.F.= Far Face
S.BAR= Side Bars Reinforcement I.L.= Invert Level

ShopDrawings References :
1. For Foundation Layout Plan Refer to Shop Drawing No.
R07-HC1C20-SBG-XX-00-SDW-ST-11045
2. For Foundation Section Details Refer to Shop Drawing No.
Start From R07-HC1C20-SBG-XX-00-SDW-ST-32012 .
3. For General Notes Refer to Shop Drawing No.
Y10 Y9 Y8 Y7 Y6 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 V12 V13 V14 V15 V16 R07-HC1C20-SBG-XX-00-SDW-ST-00001, 00002, 00003.
4. For Standard Details Refer to Shop Drawing No.
R07-HC1C20-SBG-XX-00-SDW-ST-50001 to 50016.
5. For Construction Joint Plan at Foundation Level Refer to Shop Drawing No.
R07-HC1C20-SBG-XX-00-SDW-ST-10101, 10102, 10103.....
6. For E/M Embedded Items in Foundation Refer to Shop Drawing No.
Start From R07-HC1C20-SBG-XX-00-SDW-ST-10801 to 108.....

TOF +7.550 m
SSL +7.900 m
M2 Design Drawing References
NO DWG No. REV. NO DWG No. REV.

H19
P-1
TOW VARIES
07-01-2024 FS12

FOR CONTINUATION REFER TO

P-9
FS2 FS3 SSL +7.250 m

SSL +7.900 m 500

M2 DOCUMENTS & RFI'S REFERENCES
R07-HC1C20-SBG-XX-01-SDW-ST-10105
TOW +12.400M
11-01-2024 DOC .NO. DOC .NO. DOC .NO.

SSL +7.900 m

H20
EXTERNAL CANOPY
COLUMN

500
P-2
FS12
650
M2 SSL +7.250 m

09-01-2024
M2 FS3 TOF +7.900 m

SSL +7.400 m

H21

P-3 TOF +7.900 m

Rev. Date Reason For Issue Chk

16-01-2024
500
SHOP DRAWING REV.
FOR DETAILS REFER TO SPA TOF +7.900 m
DRAWINGS Key Plan. 200mm THK UPSTAND
WALL (W10),
TOW +9.000 m (TYP)

200mm THK UPSTAND WALL TOW +9.000 m

FS2
(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

SSL +7.850 m

TOW +7.850 m

200mm THK UPSTAND WALL

(W10), TOW +9.000 m (TYP)

H22
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
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 1. OUTLINE INDICATE FOR NFT TOWER CRANE - TC1
SSL +7.900 m
EXTERNAL CANOPY

SSL +7.900 m
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

CJ
BASE PLATE DIMENSION TO BE EXTERNAL CANOPY 60PF4 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
FS3 COLUMN
TOC +7.850 m
SSL +7.900 m
EXTERNAL CANOPY
COLUMN

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

TOF +7.900 m
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
SSL +7.900 m

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

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 S2
FS6 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 SSL
FS3+7.900 m S1
FS2 SSL +7.900 m DWG-ST-11005(UNO) TOW +7.300 m
SSL +7.900 m
SSL +7.900 m

1B1
1B1
FOR ADDITIONAL REINFORCEMENT FS2 800x800mm WALL SLEEVE
SSL +7.900 m AT 3650 FROM FFL TOC +7.300 m

FS12
DETAIL REFER TO R07-HC1D02- SSL +7.900 m S1
S1
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)
300 300

CJ
MICE COLUMN TAG, WALL
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
BASE PLATE DIMENSION TO BE PROVIDED BY TO R07-HC1D02-MML-XX-00- FS8
CRANE SUPPLIER SSL +7.600 m DWG-ST-11005(UNO) SSL VARIES
TOW +9.000 m SSL VARIES

450
TOW +12.650M 150

650
SSL VARIES
TOW +7.850 m

CJ

300
FS8

13 14 15 16 17 18
P-4
FS8 FS8
FS2 FS8 FS8
SSL VARIES RAMP LEVEL VARIES
FS4 SSL +6.250 m SSL VARIES
SSL +7.900 m TOF +7.450 m SSL +5.286 m
FS3 FS4 SSL +7.900 m TOF +6.250 m
SSL +7.450 m 450 SSL +7.900 m TOF +6.250 m
450

TOF +5.950 m
CJ

NOT SHOWN FOR CLARITY.

TOF +7.900 m

CJ
60PF7 FS3
TOF +5.250 m
SSL +7.900 m S1 TOF +5.130 m
EXTERNAL CANOPY
COLUMN SSL +7.900 m TOF +7.550 m
TOF +6.250 m

SSL +7.250 m

450
FS3 60PF1
FS3 20mm I.J
SSL +7.900 m
SSL +7.900 m 20mm I.J PAD FOOTING BELOW
(TYP)

S1

200mm THK UPSTAND WALL SSL +7.900 m 60PF1

REFER TO MICE PACKAGE

(W10), TOW +9.000 m (TYP) FS6
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 SSL +7.900 m FS4 FS4
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-
SSL +7.900 m S2
DWG-ST-13001~13004
60PF1
SSL +7.850 m

MICE COLUMN TAG, WALL

NOT SHOWN FOR CLARITY.
REFER TO MICE PACKAGE

P-5
FS3 FS12
60PF1

24
09-1-2024
19 20 21 22 23
FS2

SSL +7.900 m

60PF1

FS3
EXTERNAL CANOPY SSL +7.900 m
FS6 COLUMN
FS3
SSL +7.900 m
200mm THK UPSTAND FS3 FS4 FS3
SSL +7.900 m FS9
WALL (W10), TOW +
9.000 m (TYP) SSL +7.900 m SSL +7.900 m
SSL +7.900 m SSL +5.900 m

60PF8 TOF +6.100 m FS3

TOW +7.850 m SSL +7.900 m

CJ
S1 FS6
FOR ADDITIONAL REINFORCEMENT

SSL +7.900 m
SSL +7.900 m DETAIL REFER TO R07-HC1D02-
SSL +7.900 m MML-XX-XX-DWG-ST-00906 (TYP) SCISSOR LIFTS

FS4 FS4

SSL +7.250 m
1B1

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

BLL +7.100 m

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

UPSTAND / DOWNSTAND WALL FOR DETAIL

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

EJ
S1
50 S1 S1 FS2 SSL +5.900 m
SSLSSL +7.900
m m FS3

150mm
+7.900

12-01-2024
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
SSL +7.825 m OUTLINE INDICATE FOR WOLFF TOWER COLUMN EXTERNAL CANOPY
CRANE - TC5 TOB +7.900 m FS2 COLUMN
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

FS3
MODIFICATION BASED ON FS9

1B3
SSL +7.400
TOF +7.900
m m COORDINATION WITH m
SSL +7.400 500
ONGOING SITE WORKS SSL +5.900 m

10SB1

10SB1

10SB1

10SB1

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

SLAB DEPRESSION
FOR ADDITIONAL MODIFICATION BASED ON FS9
REINFTMENT DETAIL CJ COORDINATION
TOF +7.900 m WITH
REFER TO R07-HC1D02- ONGOING SITE WORKS FS3 SSL +5.900 m
500 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

FS3 TOF +10.000 m

FS4
SSL +7.900 m
TOF +7.900 m SSL +7.900 m
60PF5
500

FOR DETAILS REFER TO SPA TOF +7.900 m

DRAWINGS
FS2

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

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

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
SPA SSL +7.900 m WALL (W10),
S1
S1 S1

1B1
SSL +7.900 m C56 TOW VARIES

FS2 SSL +7.900 m

SSL +7.900 m FS6

SSL +7.900 m TOW +17.850M
FS3 SSL +7.900 m
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 CANO
PY FS2
TOF +7.900 m
S1
FS6

SSL +7.900 m SSL +7.900 m

H23 37 38 39 40 41 42

CJ
EXTERN FS7
COLUMN
AL
CANOP
Y
TOW +7.925 m
SSL +7.900 m TOW +7.850 m
FS7

CJ
SSL +7.900 m
TOW VARIES

TOF +10.000 m
TOF +10.000 m
FS6
60PF8
60PF8 TOW = +12.650m TOF +7.900 m
SSL +7.900 m FS2 60PF8

TOF +10.000 m SSL +7.900 m

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

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(
TOW +7.850 m 200mm THK UPSTAND
150mm E.J WALL, TOW +9.000 m
FS6 TOC +7.850 m (TYP)

SSL +7.900 m
EXTERNAL CANOPY
COLUMN

N
200mm THK UPSTAND S1
WALL (W10),
TOW +9.000 m (TYP) SSL +7.900 m TOF +7.900 m

FS6

SSL +7.900 m

50

50
FS6

SSL +7.900 m

50 OUTLINE INDICATE FOR WOLFF TOW +7.850 m

S1 TOWER CRANE - TC3

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)

1B5
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

650 500
M2 FS3

SSL +7.400 m

M2

H24

500

500
FS3

SSL +7.400 m

500
P-6
FS2

SSL +7.900 m

H25 30-12-2023 P7
05-01-2024 SSL +7.900 m

P-8
FS3

17-01-2024
M2 SSLFS3
+7.900 m M2
SPA S1

1B1
S1

H26 SSL +7.900 m

FS3 Supervision Consultant

TOF +10.000 m SSL +7.900 m

EXTERNAL CANOPY FS2

1B1
1B1
COLUMN
TOF +7.900 m

H27 60PF5
H27
OUTLINE INDICATE FOR NFT TOWER CRANE - TC3

BASE PLATE DIMENSIONS TO BE

PROVIDED BY CRANE SUPPLIER
TOF +10.000 m M2 M2 S1 Contractor
60PF8 FS2
EX M2 SSL +7.900 m
CO TER TOF +7.900 m
LU NA
MN L
CA

FOR CONTINUATION REFER TO ZONE M4

NO
PY
H28
S1
FS6

SSL +7.900 m SSL +7.900 m

CJ
P-9
FS7

M2

X5 TOW +7.925 m
23-01-2024
SSL +7.900 m
FS7

CJ
SSL +7.900 m
TOW VARIES

TOF +10.000 m
FS6
M2
60PF8

R07-HC1C20-SBG-XX-01-SDW-ST-10103
TOW = +12.650m
SSL +7.900 m FS2
X6 TOF +10.000 m SSL +7.900 m
TOW +7.940 m

TOF +10.000 m TOF +10.000 m

60PF6
M2
Client
60PF8
X7 60PF8

TOW +7.850 m

Project

X8
200mm THK UPSTAND S1 Shura ISland
WALL (W10),
TOW +9.000 m (TYP) SSL +7.900 m
Program 07
Hotel Centeral 01
FS6 FS6

SSL +7.900 m SSL +7.900 m

X9 M2
Drawing Tiltle

50

50
THE MOUND - ZONE M3
M2 S1
M2
CONSTRUCTION JOINT LAYOUT PLAN
50 SSL +7.850 m LEVEL L01 (SHEET 2/2)
X10

50
Model File Reference
200mm THK UPSTAND 1B2
WALL (W10),
TOW +9.000 m (TYP)
R07-HC1C20-SBG-60-00-MOD-ST-06001
S1

SSL +7.850 m
Drawn By Checked By Approved By
1B4 1B4

A.M H.K. R.M

X11 Project No Issue Date Scale at ISO A0

1B5
TOW +9.000 m
BLL +7.100 m
EXTERNAL CANOPY
COLUMN
R07-HC1C20 21/03/2023 1:150
Drawing Number Revission

R07-HC1C20-SBG-XX-01-SDW-ST-10106 C1