1 2 3 4 5

NOTES:

M NOR
A G TH
NE
- DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS.

TIC
- FOR GENERAL NOTES & ABBREVIATIONS REFER TO G-S001
- FOR GENERAL DETAILS REF. TO G-S002 TO G-S005.
N - ±0.00 F.F.L = 67.25 SITE SURVEY LEVEL
- MINIMUM COVER FOR ABOVE GROUND:
- FOR COLUMNS...........3.0 cm.
- FOR BEAMS................3.0 cm.
- FOR SLABS.................2.5 cm.
04 05 306 307 308 309 310 401 402 - MINIMUM CONCRETE STRENGTH IS AS THE FOLLOWING:
- - - - - - - - - - Fcu = 40 MPa (FOR BEAMS & SLABS)
PH1 PH1 PH1 PH1 PH1 PH1 PH1 PH2 PH2
- Fcu = 40 MPa (FOR COLUMNS & SHEAR WALLS)
- SIESMIC ADD. RFT ARE INDICATED ON PLANS, AND TO BE ADDED TO THE
OTHER NON-PT RFT RESULTING FROM PT DESIGN.
- ALL MEP WORK TO BE COORDINATED WITH STRUCTURAL ELEMENTS
5200 5250 4950 6475 7250 4650 675 3900
BEFORE STARTING WORK.
Z
-
PH1
D 1050 1100 4Ø22. TOP&BOTT. D LEGEND :

B10*(500X1200) @ (EL. -3.25)

Ø16@165 ADD BOT.

B10*(500X1200) @ (EL. -0.7)

1 EL. -3.250 DEPRESSED SLAB
3

4Ø16. TOP&BOTT.

4Ø16. TOP&BOTT.
PH2-P-S201 T.O.S.S.
300 mm THK.

L=8000
4825
PH1-P-S301

3200
LIGHTWEIGHT CONCRETE
FLAT SLAB W/RFT
3 Ø16@165 E.W. BOTT. & TOP
ADDITIONAL RFT AS SHOWN MACHINE PAD
PH1-P-S301 31885
CONCRETE STRIP TO SUPPORT STEEL BEAMS FOR HVAC MACHINESPAD

Y
-
UPSTAND
PH1 4000 4000 4000 4000 4Ø22. TOP&BOTT.

375
COMPACTED FILL

Ø22@165 ADD BOT.

Ø22@165 ADD. TOP Ø22@165 ADD. TOP Ø22@165 ADD. TOP Ø12@165 ADD BOT.
Ø22@165 ADD. TOP

Ø22@165 ADD. TOP

Ø22@165 ADD. TOP

Ø22@165 ADD. TOP

Ø22@165 ADD. TOP

Ø12@165 ADD BOT. L=6000

DA L=4000

4000

4000

4000

4000
-

18695

11400

11400
PH2
Ø22@165 ADD BOT.

.7)
8900

-0
600 THK. 600 THK. 600 THK. 600 THK. 800 THK.

L.
(E

)
25
@

3.
)

-
00

L.
12

(E
Ø12@165 ADD BOT.

@
00
4000

(5

0)
L=4000

0*

0
5300

12
B1

X
00
(5
Ø25@80 ADD. TOP

0*
Ø25@165 ADD. TOP

B1

Ø25@100 ADD. TOP

Ø22@165 ADD. TOP
1:13.333
.7)

7400
B2*(400X800) B2*(400X800) -0
X (EL.

4000
Ø22@165 ADD BOT.
@

3500
0 0)
- 0X12
PH1 B10 *(50 Ø22@165 ADD BOT. 1000
.25)
L. -3

1700

1700
@ ( E
BS 600 THK. 0X12
00) 800 THK.
- ( 5 0 1000 THK.
B02 B10*
BR

1000
1025 2975

B5*(500X900) W/FLOOR
B5*(500X900) W/RAMP
B3*(400X900) W/RAMP
-

Ø12@165 . TOP&BOTTOM
B02 Ø12@165 ADD BOT.
L=6000

3457
7700
Ø22@165 ADD. TOP

.7)
(EL. -0

5)
L=8000

.2
Ø22@165 ADD BOT.
(EL. -3
5500

200) @

8350
0) @
BQ Ø25@80 ADD. TOP

500X1
-
Ø16@165 . TOP&BOTTOM

20
B02

Ø25@100 ADD. TOP

500X1
C C

B10*(
B11*(500X1200) B11*(500X1200)

4000
W 2931

B10*(
-
PH1

19875
Ø22@165 ADD BOT.

2350
1000 THK.
CONSTRUCTION JOINT LOCATION
BP
-
800 THK.
B02

B3*(400X900) W/RAMP
Ø22@165 . TOP&BOTTOM

B5*(500X900) W/FLOOR
260mm THK. RAMP 260mm THK. RAMP 3000

B5*(500X900) W/RAMP

B5*(500X900) W/RAMP
Ø22@165 ADD. TOP

B5*(500X900) W/RAMP
L=8000
7700

Ø22@165 ADD BOT.

5240
1:6.653
L=10000

350mm THK. RAMP Ø22@165 ADD BOT.

BN
-
B02 5500

Ø22@165 ADD. TOP

CB1*(500X900) B4*(500X900) Ø25@80 ADD. TOP
V A DETAILED DESIGN STAGE DEC 2022

5000
5000
-
PH1 REV. ISSUED FOR DATE BY CHECK

Ø25@100 ADD. TOP

59875

1000 SUBMITTALS SCHEDULE

4000
BM
-

B5*(500X900) W/RAMP
Ø16@165 . TOP&BOTTOM
B02 KEY PLAN

1:7.467
800 THK.

B5*(500X900) W/FLOOR
4850

M NO R
AG T
1000 THK.

NE H
2500

TIC
BL
-

N
B02 Ø22@165 ADD. TOP

1756
350mm THK. RAMP 2500 L=8000 10000

1000
U
-
P3 P2
PH1 Ø25@165 ADD. TOP
B2*(400X800) W/FLOOR 4500 B2*(400X800) W/FLOOR CB2*(400X2000) Ø22@165 . TOP&BOTTOM
Ø16@165 ADD BOT.
2850

Ø25@165 ADD BOT. L=8000

Ø22@165 ADD. TOP

Ø22@165 ADD. TOP

15700
Ø22@165 ADD. TOP

DN
DN

Ø22@165 ADD. TOP

1000

4800
CB1*(500X900) B4*(500X900)
B6*(500X900/1990) W/RAMP&FLOOR

T P1
3500

5700
-

5700
PH1

700 THK. 10000.0000

800 THK. 800 THK.

Ø16@165 ADD BOT.

Ø22@165 . TOP&BOTTOM CLIENT: ‫ﺍﻟﻤﺎﻟﻚ‬

B5*(500X900) W/FLOOR
10489

B5*(500X900) W/RAMP
B 350mm THK. RAMP
B
L=8000

Ø12@165 ADD BOT.

10000

L=6000
EMAAR MISR
9300
10450

2 Ø25@165 ADD. TOP PROJECT NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺸﺮﻭﻉ‬

1 ‫ﻣﺸﺮﻭﻉ ﺗﺎﻭﻥ ﺳﻜﻮﻳﺮ‬
6400

Ø16@330 ADD BOT. PH1-P-S302 PH1-P-S302

4000

Ø22@165 ADD. TOP

B
-
L=5000 ( ‫ﻣﻨﻄﻘﺔ ) ﺃ‬
PH2 ‫ ﺟﻤﻬﻮﺭﻳﺔ ﻣﺼﺮ ﺍﻟﻌﺮﺑﻴﺔ‬- ‫ﺍﻟﺠﻴﺰﺓ‬
7000

Ø25@100 ADD. TOP

800 THK. TOWN SQUARE PROJECT
PARCEL (A)
Ø22@165 ADD. TOP

600 THK.
Ø22@165 ADD. TOP

2100
S
-
B5*(500X900) B5*(500X900) GIZAH - EGYPT
3500

PH1 BUILDING NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺒﻨﻰ‬

‫ ﺍﻟﻤﺮﺣﻠﺔ ﺍﻟﺜﺎﻧﻴﺔ‬- ‫ﺍﻟﺒﺪﺭﻭﻡ‬
2400

Ø22@165 ADD. TOP

4 800 THK.
7575 2425 BASEMENT - PHASE (2)
4Ø16. TOP&BOTT. Ø12@150-T
PH1-P-S301
1475 8525
Ø16@150-B Ø25@165 ADD. TOP
B7*(250X1000) (W/FLOOR)
B7*(250X1000) (W/STAIR)

UP
DESIGNER ‫ﺍﻟﻤﺼﻤﻢ‬
Ø16@150-B

Ø16@150-B
Ø12@150-T

Ø12@150-T

Ø12@165 ADD BOT.

8000

Ø22@165 ADD. TOP

Bays Water Tower,Business Bay Office 1910
B7*(250X1000)

L=6000
4Ø16. TOP&BOTT.

P.O.Box 57004 Dubai-UAE

4000
8125

Tel: +971(0)44516868
1475 8525 Fax: +971(0)44516969
E-mail: mail@whitespace.ae
Ø10@150-B URL: www.whitespcae.ae
Ø25@165 ADD. TOP 800 THK.
A Ø12@150-T INTERIOR DESIGN CONSULTANT: ‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﺘﺼﻤﻴﻢ ﺍﻟﺪﺍﺧﻠﻲ‬
-
Ø22@165 ADD. TOP
2200

B01 Ø16@150-B

310
B1*(400X800)

Q
-
4Ø16. TOP&BOTT. B7*(250X1000)
PH1 (W/STAIR)
1800

(W/FLOOR) 4500
EL. -0.700 LANDSCAPE CONSULTANT ‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﻼﻧﺪﺳﻜﻴﺐ‬
600 THK. T.O.S.S.
Ø22@165 ADD. TOP Rabben/Herman Design Office
4600

B2*(400X800) B1*(400X800) B1*(400X800) B2*(400X800) B8*(400X1000) 833 Dover Drive, Suite 9

Ø22@165 ADD. TOP

Newport Beach, California, 92663
1000
3500

CONSULTANT ‫ﺍﻻﺳﺘﺸﺎﺭﻯ‬
N
- 800 THK.
PH1
A 1000
A
H
-
ZFP PROJECT NO.:
C20-00800
B01
PART LOCATED LEFT TO CONSTRUCTION JOINT(PHASE 1) MAY BE CASTED BEFORE RIGHT PART(PHASE 2) PM-KSA: ----- PA: ------ HV: ------ LC: ------
PROPPING / SCAFFOLDING SHOULD BE MAINTAINED PARTIALLY AT LEFT PART PD: ----- ID: ------ PG: ------ CE: ------
TO SUPPORT CONCRETE SLAB AND SHOULD BE REVIWED/APPROVED BY SUPERVISION BEFORE CONSTRUCTION. PM: ----- SE: ------ HC: ------ LS: ------
TITLE:

‫ﻣﺴﻘﻂ ﺃﻓﻘﻲ ﻟﻠﻬﻴﻜﻞ ﺍﻹﻧﺸﺎﺋﻲ ﻟﻠﺪﻭﺭ ﺍﻷﺭﺿﻲ‬

GROUND FLOOR FRAMING PARTIAL PLAN - PH1
1 GROUND FLOOR FRAMING PARTIAL PLAN - PH1
PH1-P-S109 1 : 100
0 1 2 3 4 5 10
SCALE: SHEET NO.: SHEET REVISION:
SCALE 1 : 100 METERS
REV. DATE:
1 : 100 PH1-P-S109

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