1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

THK. 80
T.O.C 155.43

FOR MECHANICAL OPENINGS REFER TO MECHANICAL SUBMITTED SHOP DRAWINGS _____

25
sta
nd
up

ALL UP STAND REFERING TO RFI NO 258 68

0 )
R 85X
/2 5
50 .3
0 X2 155
0 :+
*(2 TOB
GENERAL COMMENTS: THK. 80
THK.
T.O.C
285
155.35
B 13

_____ ----------------------------------- T.O.C 155.43

41
7

0
40
12
• Coordinate with ALL other disciplines.

75
75
46
• Coordinate with all MEP utilities for required sleeves or openings prior construction at site. _____
24 sta
nd
up
_____
8
• Contractor to coordinate with elevator supplier for required dimensions and levels. nd 21
40
_____ sta KEY PLAN
• Follow Designer`s notes mentioned in IFC.
Q
0
515 21 up 01
4
13
0 25
4150
up
sta 3160
• ALL shafts and openings to be coordinated with MEP/ARCH (incl. block works SD) 29
0
69
0
NOTES

12
nd
• PRECAMBERS PROPER LOCATION (COORDINATES) , REFER TO IFC DRAWINGS (SF104) _____

0
THK. 80
_____ 20

LIN OB:
9 1 - DO NOT SCALE FROM DRAWINGS. ALL DIMENSIONS SHOULD BE

TE +15
THK. 80 T.O.C 155.43

T
L 2 5.
THK. 80 960 READ OR COMPUTED.

50 35
T.O.C 155.43

X7
0
60 62 2 - UNLESS OTHERWISE NOTED ON THE DRAWINGS, DIMENSIONS
R 48

120

00
T.O.C 155.43 4130 30
1499
0 THK. 285 ARE GIVEN IN MILLIMETERS AND LEVELS IN METERS.
0

_____
995 2080 _____
19 4150 515
T.O.C 155.35 0
3 - ALL STRUCTURAL DRAWINGS SHOULD BE READ IN
D2 0 68
13 5X CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, MECHANICAL
_____ 3160 28

42
480 up /

5
THK. 285 R 1570 10 0
25 .35
AND ELECTRICAL DRAWINGS.
P sta THK. 80 40
nd 24 00X 155
1445

T.O.C 155.35 _____ _____ 14990 960 0 L 2 B: + _____ 4 - REFER SPECIALLY TO MECHANICAL AND ELECTRICAL DRAWINGS
960
T.O.C 155.43 13
11 _____ _____ 4125 56
LIN
TE TO D3 FOR OPENINGS, PIPES, ELECTRICAL CONDUITS AND BOXES
1750
1925

18
4130 15 _____

14
2080 EMBEDDED IN CONCRETE.
2080

120
1445

45
3160 16

80
5 - THE FOLLOWING GRADES OF CONCRETE SHALL BE USED:

480
up stand

R4
_____ 995
1090 17 1570 0
R4 85
50

80

480
680 480 THK. THK. 80 80
THK. 285 680 4135
up T.O.C 155.43 2070 THK. 285
250

T.O.C
120

T.O.C 155.35 sta 155.43

2580
2440 nd 955 T.O.C 155.35

1455
THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SOLID CONSTRUCTIONS REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SOLID CONSTRUCTIONS

50

B21(
250X
2080 1100 _____
50 3

30 680 25
TOB: 0/285X6 2580 THK. 285
CONCRETE Fcu (N/mm2)

1455
+155 80 ) THK. 80
.
1440 35 THK. 285 650
2080
T.O.C 155.35 3160 PLAIN CONCRETE 20
125
125

THK. 80 T.O.C 155.43

N T.O.C 155.35 up stand up stand SLAB ON GRADE 25
T.O.C 650 475

120
155.43 125 FLOORS & BEAMS 30
THK. 285

120
1840 550
7490 180 COLUMNS, WALLS & FOUNDATION 30

375 50
TOB: 50X700)

T.O.C 155.35
.35

3745 WATER & SEPTIC TANKS 35

1010 80 ) 2440
285X6
+155

50
3745 X300/ 5
(2

5 0

B4 B:+
B23* 2

50 3
1300 B21 * (
(250 up up stand 155.3

(25 15
B13*

TOB:+440

TO
800

115
X3 sta 4890
TOB: 00/285X

0X 5.4
1300 1
nd

370 50

80 5
120
+155 680
. )

0)
Y -2.100 1830 35 THK. 80

120
125
X 29.797 1840

125
T.O.C 155.43 THK. 80
Z 155.350

°
5

77.09
R4
620 1010 12

B13*(2 55.35
T.O.C 155.43 680 )

115
0

80
8 X

TOB:+
600 R4 0/285 800
50X30
B23*(2 B:+155.35

77
2445

135

50X70
up stand

20
2445 TO

1360
220

1
THK.

250
1965 1830 LEGEND/ABBREVIATIONS

620
Ap

925
pl 1965 130
T.O.C 155.35

620
M THK. 285 )

0)
y 20 620 760 990
m THK. 285 _____ 50X

1750
m T.O.C 155.35 285 D4 0 / 3
pr THK. X25 5.43

1390
ec CA2(250X700) T.O.C 155.35 200 +15

650
T.O.C 155.35 B1( TOB: SYMBOL ABBREVIATION

560

990
am TOB:+155.35 Apply 20mm precamber

175
650
be CA2(250X700) T.O.C TOP OF CONCRETE

1095
990
r

0
50
7200
1000
TOB:+155.35

120
50

R5

120
F.L FOUNDATION LEVEL

200
THK. 220

200

200
75

1000
LINTE 990 EXC.L EXCAVATION LEVEL

51
1050 B17(200X680 )

250
L 20 T.O.C 155.35 )

75
495

35
0X 125 00
450 0X7 .45

R5
TOB: 250/285 2385 TOB:+155.35
(2 5 THK THICKNESS
+155 X680 B24 B:+155

430 5
2385 S.O.G SLAB ON GRADE
1840 .35 450

525
Y -3.527 TO
125 0 ) P.C PLAIN CONCRETE
85X68 X 60.278 00

0
250/2 1050

175
0 0 X 0 /8 R.C REINFORCED CONCRETE
2 Z 155.350 70 4 5
LINTEL B:+155.35

0
895 0x 55.
990

125 TO 840 (25 B:+1

2980 1 *
B5 TO
L

B3 B:+
895
30

(25 15
TO
125 53
_____ _____

0X 5.4
12

33
_____

80 5
7 C6

01
1115 D2

0)

25
_____
D3
THK. 220
285
1585 T.O.C 155.35
2730

990
THK. 160 4130

T.O.C 155.29 1110

160 65
THK. 15

6355

12
3685

T.O.C 155.29

5
440
4135
_____

1760
B19(
25 C5

400
TOB: 0X820) 1885 THK. 220
1760

+155 865 THK. 160

K _____ .29 440 T.O.C 155.35
C3 T.O.C 155.29 165
_____ B 9 *( THK. 160 680
25
TOB: 0X700) _____ _____

125
C2 4995 T.O.C 155.29 D4
+155
.35 1725 24
4595

250

1765
2130

3665
250

2060
_____

2840
145 THK. 160
23
250 60 300 )
0/880 T.O.C 155.29 715
800 50x82
B22*(2 155.35

240
115
_____
1300 TOB:+ 4995 1855 775 _____ 16
5
_____

12
22
1175

C2 1510 _____ B3

5
)
0X700

°
_____

245
C6

2540

77.09
B9*(25 5.35

845
B2

105
15
2540

620
TOB:+ REFERENCE DRAWINGS
THK. 220 B17(

1790
25
J T.O.C 155.35 TOB: 0X880 ) _____ 50
2595
175

90
250
+155 17
.35 0X900
)
50X70
0) DRAWING TITLE DRAWING NO.

250
B8(250X700 ) B24(25 5.35 4190 _____

165
CA2(2 55.35

260
15 Apply 10mm precamber C7 1 50
TOB:+155.35 TOB:+ TOB:+
2010 00 GENERAL NOTES GEN-DWG-SI003~SI006
250 21
1490

1350 125

35
THK. 160 1350 250 4995

0
2010 1420 COLUMN & AXES PLAN N10-DWG-SA101-TD-01

105

50
125 2700
25

T.O.C 155.29 0)

2895
) 50X70
125

125 0X900
300 1

690 300 1 B17(25 55.35 B4**(2 55.35 STR.GROUND FLOOR PLAN N10-DWG-SF102
B8(250X880)
TOB:+155.35

25 1 TOB:+
1 1275
TOB:+

B8(250X880)
2590

B17(

TOB:+155.35

B23*(2 55.35
25 125
125

1845
STR.FIRST FLOOR PLAN N10-DWG-SF103
2955

TOB: 0X880 ) 600

TOB:+
2325

2705
+155

2590
.35 THK. 220

50X12
STR.SECOND FLOOR PLAN N10-DWG-SF104

1
4900 T.O.C 155.35
_____

00)
125

_____ 5205 Y -10.342 B4

135
)
11 0X900 X 66.595
B24(25 5.35
_____ 1 5 Z 155.350 _____

135 30
H 125
C4 TOB:+ )
125 0X880 23
B17(25 55.35
115
300

1000
0
1
TOB:+ 125
125

115
_____ 690

647
C4

2200

5
125
8010 3040
B4**
B11*
8010
3040 (2
TOB: 50X700)
0 2 4 6 8 10m

135
(250 +155
125

TOB: X8 .35 700

+155 20 ) 125 SCALE 1 : 100 GRAPHIC SCALE
2540

THK. 190 .29 _____ _____ _____ 50X70

0)
13 14 B4**(2 55.35 125

300 2
12

B11*(2 155.35
T.O.C 155.29 1
_____ _____ TOB:+ 125

TOB:+
C3 16

90
SIGNATURE

50X12
G 4130 THK. 190 4040 125
_____ 125 A B C D

00 )
3985
2540
T.O.C 155.29 C5 0)
1760

7080 50X82 0)
125

B11*(2 55.29 100 ACTION CODE

_____

2925
50X 5.45
125

1
TOB:+ (2
C7 B17 B:+15
115

1760
THK. 190 TO
250 THK. 190
T.O.C 155.29

250
T.O.C 155.29
Y -17.455
SIGNATURE
4550

4130
X 67.038 77.
2565

7170 09°
2825

220
THK. _____ Z 155.350

1760
B2 155 DATE

124
2575

2835

T.O.C 155.35
3040

0
7170 THK. 190 Apply 20mm precamber
_____ _____
B4
T.O.C 155.29 125

300
B3 125 Revision

250
F 3165
74
.38

B22*(250X700)
8°

1760
Rev Date Description Res. Date
.3

125 77.
°

TOB:+155.35
74

125 09°
THK. 250 00 25 JULY 23 ISSUED FOR APPROVAL

1365
7170 155
250
.35 )

01 10 AUG 23 ISSUED FOR APPROVAL

4410

T.O.C 155.35
0
TOB: x840/90

2760
6190

990
6480

2760
+155

43
0X680 _____

45
(250

50/25 450
_____ E L 200X2 .35
A5
B25*

8 LIN T 155 125

THK. 250 Y -19.701 TOB:+ 750

B25*(2 155.35
X 36.694 _____
8250

T.O.C 155.35

29
Z 155.350 2440 A4

TOB:+

70
8250
B26*(2 55.35

50x84

250
4510
TOB:+

120 THK. 250 Y -20.411

380
_____ B8(2 Apply 20mm precamber X 51.769 970
3260

00X2 T.O.C 155.35 THK. 285

0/900
_____
50X90

E A2 5
TOB: 0/285X6 985
1

1150 Z 155.350
T.O.C 155.35 A6
TOB: 50X900)

+155 8
.35 0)
.35

1105

)
250
0)

2190

1235
R4
+155

1360

145
970 Apply 20mm precamber 80
125

1220
(2

5
B27*

Project Name

145

625
2120 3665 1840
250

125
0)
3665 00X68

0
B8(2

200
CA (2 55.35

R48
00X2 B22(250X1000 ) 500 7

120
Belle Vie
5
TOB: 0/285X6 TOB:+155.45 TOB:+
1
up stand
+155 8
.35 0)
1000 1840 )
5X680

50
up stand
20 50/28
250

380 1 X 2

545
B8(2 0 0
155.35 _____

250
TOB:+

170
2140 1150 A5 THK. 80
up stand 380

75
250 T.O.C 155.43 505
75

LINTE 985
250

L 20 Owner
120

CA 7 0X

50

120
TOB: 250/250
1220

(20
50

20 820
420

380 TOB: 0X680 ) THK. 80

50

D B28 (200/250X350/760) )
1000 +155 +155 X
.35 680 125
2120 28 5X680 3150 Emaar Misr for Development, SAE.
X250/

250

120
THK. 285 .35 T.O.C

170
990 TOB:+155.43 B28(700/750X350/760 ) 155.43
B8(200 :+155.35
75

20 THK. 285
TOB:+155.43 B28 (200/250X350/760) B 3180 P.O. Box 229 Mokattam, 11571 Cairo, Egypt
2370 T.O.C 155.35 125 0X680 900 T O
380
50

1235

50 200

50/25
420

up stand T.O.C 155.35

250

TOB:+155.43 200X2 .35 Tel: +202 2503 2000

75 4
1350
THK. 80 up stand LINTEL 155
TOB:+
1910

2440 340 1010 2140 380 https://www.emaarmisr.com

700

50 200

985 THK. 285

50
1860

0) 80

20
T.O.C 155.43 00X68 THK.
250

CA7(2 55.35
75

1010 905 T.O.C 155.35 2080

2100 THK. 285 THK. 285 340 TOB:+
1 T.O.C 155.43 4150
50

2440
120

_____
1235

730 Project Manager

260
50 42

120
T.O.C 155.35 T.O.C 155.35 430 990 260 up stand
2125

125 22
675

990 260 990 260 990 THK. 285

1235

1910

1040 430 735 2080 JLL EGYPT

0

T.O.C 155.35 810

2125
50

810 150 285 80 380 Star Capital 2, 14th Floor, Suite 1412, Aly Rashed Street,
THK. THK.
1910

4285 _____
120

THK. 80 150
2100 T.O.C 155.35 T.O.C 155.43 4125 21 Heliopolis, Cairo, Egypt
2490 2385
120

675

T.O.C 155.43 Tel : +20 2 2480 1946

_____ THK. 285
9 125 _____
675

C 840 up stand 710 T.O.C 155.35 THK. 80 up stand A6

250 2100
810 150 T.O.C 155.43 _____ Consultant
510 22920
950 4135 20
120

THK. 80
THK. 80 EGEC-Engineering House of Expertise
2790 T.O.C 2110
155.43 4 Taha Hussein St., Al Haram, Giza, Egypt
_____ _____ T.O.C 155.43
10 A2 up stand 905 www.egec-xprt.com
685 810 _____
19
150

2490 7330 Main Contractor

_____
MEP General notes:- A4
775
60
_____ SOLID CONSTRUCTION
B
1-Builders works to be submitted accordingly after MEP 18 Pyramids Heights - Office Park - Building C2 - 22 Km
Belle Vie Emaar Cairo - Alexandria Desert Road.
SD approval. _____
15 Project
2- Final approval for electrical room and IT room opening _____
DRAWN
A.MADKOUR
CHECKED
A.ELSAGHER
APPROVED
A.ELSAGHER
12 APPROVED AS NOTED (B)
subject to approval for Elec. and IT room details. Building NODE 10
_____ Name :M. Elsayed Date:21/8/2023
1 Second Floor Concrete Dimensions - PART(2)
3- ALL drops in toilets, kitchens, utility,...etc. should be 14
SECOND FLOOR SLAB CONCRETE DIMENSIONS_PART( 2 )

fully coordinated with MEP. 1 : 50 FACILITY No. XX-XXX-XX

SCALE NODE 10 REV.
A
1:50 03
03-P
-P04
04-B
-B10
10-CON-SD-
-CON-SD- 03-02-20 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
SOLID Construction Copyright - Produced Using BIM Process
A0 SIZE