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
N - FOR GENERAL DETAILS REF. TO G-S002 TO G-S005.
04 05 306 307 308 309 310 - ±0.00 F.F.L = 67.25 SITE SURVEY LEVEL
- - - - - - -
PH1 PH1 PH1 PH1 PH1 PH1 PH1 - MINIMUM COVER FOR ABOVE GROUND:
- FOR COLUMNS...........3.0 cm.
- FOR BEAMS................3.0 cm.
- FOR SLABS.................2.5 cm.
- MINIMUM CONCRETE STRENGTH IS AS THE FOLLOWING:
- Fcu = 40 MPa (FOR BEAMS & SLABS)
5200 5250 4950 6475 7250 4650 675 3900
- Fcu = 40 MPa (FOR COLUMNS & SHEAR WALLS)
- SIESMIC ADD. RFT ARE INDICATED ON PLANS, AND TO BE ADDED TO THE

200
Z OTHER NON-PT RFT RESULTING FROM PT DESIGN.
-
PH1 - ALL MEP WORK TO BE COORDINATED WITH STRUCTURAL ELEMENTS
BEFORE STARTING WORK.
125
Ø22@150 ADD TOP

D 350 mm THK.
D

5500
L=7500 LEGEND :

5500
FLAT SLAB W/RFT

4825
1 Ø16@150 E.W. BOTT.
DEPRESSED SLAB
PH1-P-S301 Ø16@150 E.W. TOP
ADDITIONAL RFT AS SHOWN
LIGHTWEIGHT CONCRETE

Y
- MACHINE PAD
4500
PH1 350 mm THK. CONSTRUCTION JOINT LOCATION
CONCRETE STRIP TO SUPPORT STEEL BEAMS FOR HVAC MACHINESPAD
3500 4000
FLAT SLAB W/RFT
Ø16@150 E.W. BOTT. UPSTAND
Ø16@150 ADD TOP Ø16@150 E.W. TOP
Ø16@150 ADD TOP 5000
ADDITIONAL RFT AS SHOWN F1

Ø16@150 ADD TOP

Ø16@150 ADD TOP

COMPACTED FILL
DA

3500

4500

3000
-
PH2
Ø16@150 ADD TOP Ø16@150 ADD TOP

Ø12@150 ADD BOT.

800 THK.

3000

3000
Ø16@150 ADD TOP

Ø16@150 ADD TOP

8900
500 THK.

L=3000
600 THK.
4500
600 THK. 600 THK.
5000

Ø12@150 ADD BOT.

Ø12@150 ADD BOT.

4950
3500 F5
3500
Ø22@150 ADD TOP

L=8000

L=5000
Ø16@150 ADD TOP Ø16@150 ADD TOP

Ø22@150 ADD TOP

Ø16@150 ADD TOP
250

Ø16@150 ADD TOP

4000
3285 5845
X

5350
3500
250
3500
-
PH1
PC1* BS
-
500 THK. 5000 B02
600 THK.
500 THK.

5000 1000 THK. BR

Ø12@150 ADD BOT.

-
19013 Ø22@150 ADD TOP B02
Ø12@150 ADD BOT.

L=5000
7700

4000
4000
L=6000 1200
305

14225
5000 1200
3500 3500 F4

959
Ø22@150 ADD TOP
BQ
-
Ø16@150 ADD TOP Ø16@150 ADD TOP B02
2500
250

Ø16@150 ADD TOP

Ø16@150 ADD TOP

Ø22@150 ADD TOP

4500

4500
W

250
3500

3500

4000
-
PH1
C PC1*
700 THK. C
500 THK. 500 THK. 1000 THK.
700 THK.
BP

259
Ø16@150 ADD BOT.
-

Ø12@150 ADD BOT.

5000 B02

36330
125

L=5000
L=5000
7700
Ø22@150 ADD TOP
17790 6015 350 mm THK. L=8000
5000 FLAT SLAB W/RFT

57080
3500 3500 CONSTRUCTION JOINT LOCATION
Ø16@150 E.W. BOTT. 4000
6

312
Ø16@150 E.W. TOP
Ø25@150 ADD TOP 305
PH1-P-S301 Ø16@150 ADD TOP Ø22@150 ADD TOP ADDITIONAL RFT AS SHOWN BN
250 -
B02

Ø22@150 ADD TOP

Ø16@150 ADD TOP

Ø22@150 ADD TOP

V F4

250
3500

3500

4000
-
PH1 2500
59875

PC1*
A DETAILED DESIGN STAGE DEC 2022
BM

4500

4500
600 THK.

Ø12@150 ADD BOT.

500 THK. - REV. ISSUED FOR DATE BY CHECK
800 THK. B02
++++++++++++++++++++++++++++++++++++ EL. -6.150 1000 THK.
700 THK. SUBMITTALS SCHEDULE
4850

RAMP STARTERS T.O.S.S.

BL

12751
-

L=4000
3500 B02

912
KEY PLAN
Ø16@150 ADD BOT.

M NO R
5

AG T
L=6000 250 16800

NE H
TIC
U 5000 PH2-P-S301

275
4500

N
- 2500
PH1 PC1* 3500
Ø16@150 ADD TOP
F5 P3 P2
Ø16@150 ADD TOP
5500

Ø25@150 ADD TOP

2850

Ø22@150 ADD TOP

Ø22@150 ADD TOP

Ø22@150 ADD TOP

42280
T

4000
3500

5000

4500
-
PH1 Ø12@150 ADD BOT. DN
DN

600 THK.
600 THK.
L=8000
700 THK.
P1
800 THK. 1000 THK.
4000

Ø12@150 ADD BOT.

Ø12@150 ADD BOT.
Ø16@150 ADD TOP
4500 CLIENT: ‫ﺍﻟﻤﺎﻟﻚ‬

L=6000

L=40000
Ø16@150 ADD TOP

2500

B B
10450

F5
4000

16800 9500 EMAAR MISR

PROJECT NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺸﺮﻭﻉ‬

4500
600 THK.
‫ﻣﺸﺮﻭﻉ ﺗﺎﻭﻥ ﺳﻜﻮﻳﺮ‬

4000
3500 5000 ( ‫ﻣﻨﻄﻘﺔ ) ﺃ‬
Ø25@150 ADD TOP 700 THK. 800 THK.
‫ ﺟﻤﻬﻮﺭﻳﺔ ﻣﺼﺮ ﺍﻟﻌﺮﺑﻴﺔ‬- ‫ﺍﻟﺠﻴﺰﺓ‬
Ø16@150 ADD TOP

15580
TOWN SQUARE PROJECT
Ø22@150 ADD TOP

Ø22@150 ADD TOP

S
3500

-
PH1 Ø22@150 ADD TOP
PARCEL (A)
5000

L=6000 GIZAH - EGYPT

600 THK. 4500 BUILDING NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺒﻨﻰ‬
4 2500
‫ ﺍﻟﻤﺮﺣﻠﺔ ﺍﻟﺜﺎﻧﻴﺔ‬- ‫ﺍﻟﺒﺪﺭﻭﻡ‬
Ø12@150-T 700 THK.
PH1-P-S301 F6
UP Ø16@150-B BASEMENT - PHASE (2)
UP
Ø16@150-B

Ø16@150-B
Ø12@150-T

Ø12@150-T
(W/FLOOR)

(W/FLOOR)
(W/STAIR)
8000

(W/STAIR)
B7*(250X1000)

4000

4500
B7*(250X1000)

B7*(250X1000)
B7*(250X1000)

5000
DESIGNER ‫ﺍﻟﻤﺼﻤﻢ‬
Bays Water Tower,Business Bay Office 1910
3500 P.O.Box 57004 Dubai-UAE
Ø10@150-B
Ø25@150 ADD TOP 700 THK. Tel: +971(0)44516868
Ø16@150 ADD TOP 800 THK. Fax: +971(0)44516969
Ø12@150-T A E-mail: mail@whitespace.ae
Ø22@150 ADD TOP

-
Ø22@150 ADD TOP

Ø16@150-B B01 URL: www.whitespcae.ae

4000

1765
B1*(400X800)

240mm STAIR 4400 2100

‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﺘﺼﻤﻴﻢ ﺍﻟﺪﺍﺧﻠﻲ‬
3500

- INTERIOR DESIGN CONSULTANT:

PH1 B7*(250X1000)

CF4
600 THK. 700 THK.
4600

B1*(400X800) B1*(400X800) B1*(400X800) B1*(400X800) B9* LANDSCAPE CONSULTANT ‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﻼﻧﺪﺳﻜﻴﺐ‬

4500
Rabben/Herman Design Office
833 Dover Drive, Suite 9
Newport Beach, California, 92663
N
-
PH1 800 THK. CONSULTANT ‫ﺍﻻﺳﺘﺸﺎﺭﻯ‬

1655
A PART LOCATED LEFT TO CONSTRUCTION JOINT(PHASE 1) MAY BE CASTED BEFORE RIGHT PART(PHASE 2) -
H
B01
A
PROPPING / SCAFFOLDING SHOULD BE MAINTAINED PARTIALLY AT LEFT PART
ZFP PROJECT NO.:
TO SUPPORT CONCRETE SLAB AND SHOULD BE REVIWED/APPROVED BY SUPERVISION BEFORE CONSTRUCTION. CONSTRUCTION JOINT LOCATION C20-00800
PM-KSA: ----- PA: ------ HV: ------ LC: ------

PD: ----- ID: ------ PG: ------ CE: ------

PM: ----- SE: ------ HC: ------ LS: ------

7630

TITLE:
1 ‫ﻣﺴﻘﻂ ﺃﻓﻘﻲ ﻟﻸﺳﺎﺳﺎﺕ ﻭ ﻫﻴﻜﻞ ﺇﻧﺸﺎﺋﻲ ﺑﺪﺭﻭﻡ‬
A FOUNDATIONS AND BASEMENT 1 LAYOUT PLAN - PH1
PH1-P-S105 1 : 100 FOUNDATIONS AND BASEMENT 1 LAYOUT PLAN

-
G
0 1 2 3 4 5 10
B01 SCALE: SHEET NO.: SHEET REVISION:
SCALE 1 : 100 METERS
REV. DATE:
1 : 100 PH1-P-S105
402
-
PH2
1 2 3 4
401
5
-
PH2