1 2 3 4 5

NOTES:

M NOR
A G TH
NE
SCHEDULE OF COLUMNS (3/4)

TIC
N COLUMN
TYPE C1* C1A* C2* C3* C4* C5* C6*
FLOOR

FROM BASEMENT 1
TO GROUND FLOOR
Ø8@200 TIES [4/SET ] Ø8@200 TIES [3/SET ] Ø8@200 TIES [5/SET ] Ø8@200 TIES [5/SET ] Ø8@200 TIES [5/SET] Ø8@200 TIES [5/SET]

D D

500

500

500

500

500
400

800 500 900 1000 1200 1500

20Ø22 VERT. BARS 16Ø22 VERT. 28Ø25 VERT. 26Ø22 VERT. 30Ø22 VERT. BARS 32Ø22 VERT. BARS
BARS BARS BARS
FROM BASEMENT 2

Ø8@200 TIES [4/SET ] Ø8@200 TIES [4/SET ] Ø8@200 TIES [3/SET ] Ø8@200 TIES [5/SET ] Ø8@200 TIES [5/SET ] Ø8@200 TIES [5/SET] Ø8@200 TIES [5/SET]
TO BASEMENT 1

500

500

500

500

500
400
400

800 800 500 900 1000 1200 1500

20Ø22 VERT. BARS 20Ø22 VERT. BARS 16Ø22 VERT. 28Ø25 VERT. 26Ø22 VERT. 30Ø22 VERT. BARS 32Ø22 VERT. BARS
FOR C1 ONLY FOR C1 ONLY BARS BARS BARS

SCHEDULE OF COLUMNS (4/4)

COLUMN
TYPE C7* C8* C9* C10* C11* C12*
FLOOR
C C

SCHEDULE OF PLANTED COLUMNS

Ø8@200 TIES [6/SET ] PC1*

1800
Ø8@200 TIES [3/SET ]
FROM BASEMENT 1
TO GROUND FLOOR

Ø8@200 TIES [3/SET ] Ø8@200 TIES [4/SET ] Ø8@200 TIES [5/SET ]

Ø8@200 TIES [6/SET]

700

700
600

600

600
A DETAILED DESIGN STAGE DEC 2022 SAMA TSE
REV. ISSUED FOR DATE BY CHECK
500

SUBMITTALS SCHEDULE

600 1000 1500 700 Ø8@200 TIES [3/SET ]

50Ø25 VERT. BARS KEY PLAN
1800

M NO R
AG T
NE H
20Ø22 VERT. BARS 28Ø22 VERT. 36Ø25 VERT. 24Ø22 VERT. BARS

TIC
BARS BARS
34Ø25 VERT. BARS

N
500
P3 P2
500

16Ø22 VERT.
BARS
DN
DN

C2A PLANTED P1
AT BASEMENT 1 SLAB
Ø8@200 TIES [6/SET]
FROM BASEMENT 2
TO BASEMENT 1

Ø8@200 TIES [6/SET ]

1800
Ø8@200 TIES [3/SET ] CLIENT: ‫ﺍﻟﻤﺎﻟﻚ‬
Ø8@200 TIES [3/SET ] Ø8@200 TIES [4/SET ] Ø8@200 TIES [5/SET ]
500

B 700
B

700
1800 EMAAR MISR
600

600
600

PROJECT NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺸﺮﻭﻉ‬

34Ø25 VERT. BARS ‫ﻣﺸﺮﻭﻉ ﺗﺎﻭﻥ ﺳﻜﻮﻳﺮ‬
600 1000 1500 700 ( ‫ﻣﻨﻄﻘﺔ ) ﺃ‬
50Ø25 VERT. BARS
‫ ﺟﻤﻬﻮﺭﻳﺔ ﻣﺼﺮ ﺍﻟﻌﺮﺑﻴﺔ‬- ‫ﺍﻟﺠﻴﺰﺓ‬
20Ø22 VERT. BARS 28Ø22 VERT. 36Ø25 VERT. 24Ø22 VERT. BARS
BARS BARS TOWN SQUARE PROJECT
PARCEL (A)
NOTES:
S-Beams and Girders Schedule GIZAH - EGYPT
SIZE BOTTOM BARS TOP BARS STIRRUPS BUILDING NAME: ‫ﺍﺳﻢ ﺍﻟﻤﺒﻨﻰ‬
MARK REMARKS
STARRED COLUMNS (C*) ARE FOR THE COLUMNS @THE AREA OF INTERSECTION BETWEEN PHASE 1& PHASE 2 (i.e between axes 304,310&CN,CZ) W H A B C D E SIZE @ SUPPORT @MIDSPAN ‫ ﺍﻟﻤﺮﺣﻠﺔ ﺍﻟﺜﺎﻧﻴﺔ‬- ‫ﺍﻟﺒﺪﺭﻭﻡ‬
400 1000 10Ø22 -- 4Ø22 6Ø22 6Ø22 Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
B1 250 800 4Ø16 -- 2Ø22 -- 2Ø22 Ø10 @150(2/SET) @200(2/SET) BASEMENT - PHASE (2)
B1* 400 800 4Ø18 - 4Ø18 2Ø18 - Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
B2 400 800 3Ø22 3Ø22 2Ø22 -- 4Ø22 Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
B2* 400 800 6Ø22 2Ø22 4Ø18 4Ø22 - Ø10 @125(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS DESIGNER ‫ﺍﻟﻤﺼﻤﻢ‬
Bays Water Tower,Business Bay Office 1910
B3 400 900/ 800 3Ø22 3Ø22 2Ø22 6Ø22 4Ø22 Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS P.O.Box 57004 Dubai-UAE
SCHEDULE OF THICKENED FOOTINGS B3* 400 900 8Ø22 4Ø22 8Ø22 4Ø22 - Ø12 @100(2/SET) @150(2/SET) 2Ø12@300 SIDE BARS Tel: +971(0)44516868
Fax: +971(0)44516969
B4 250 800 3Ø16 -- 2Ø22 -- 2Ø22 Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS E-mail: mail@whitespace.ae
TOP REINFORCEMENT
MARK BOTTOM REINFORCEMENT REMARKS B4* 500 900 8Ø18 - 6Ø22 4Ø22 2Ø22 Ø12 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS URL: www.whitespcae.ae
(ADDITIONAL FOR THE MESH RFT.)
CF1 Ø18@150 E.W. Ø18@400 E.W. B4A 250 950 4Ø22 3Ø22 2Ø22 4Ø22 2Ø22 Ø10 @150(1/SET) @200(2/SET) 2Ø12@300 SIDE BARS INTERIOR DESIGN CONSULTANT: ‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﺘﺼﻤﻴﻢ ﺍﻟﺪﺍﺧﻠﻲ‬
CF2 Ø22@150 E.W. Ø18@400 E.W. B5 400 800 4Ø22 -- 2Ø22 -- -- Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
CF3 Ø25@150 E.W. Ø22@150 E.W. B5* 500 900 8Ø22 2Ø22 6Ø22 4Ø22 2Ø22 Ø12 @100(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
CF4 Ø25@100 E.W. Ø22@150 E.W. B6* 500 1990 10Ø22 10Ø22 10Ø22 8Ø22 - Ø12 @100(3/SET) @150(3/SET) 2Ø12@300 SIDE BARS
F1 Ø18@150 E.W. ------- B7 250 800 4Ø16 4Ø16 4Ø16 4Ø16 4Ø22 Ø10 @100(1/SET) @150(1/SET) 2Ø12@300 SIDE BARS LANDSCAPE CONSULTANT ‫ﺍﺳﺘﺸﺎﺭﻱ ﺍﻟﻼﻧﺪﺳﻜﻴﺐ‬
F2 Ø22@150 E.W. ------- B7* 250 1000 4Ø22 -- 3Ø22 -- -- Ø10 @150(1/SET) @200(2/SET) 2Ø12@300 SIDE BARS
B8 250 1200 4Ø16 4Ø16 4Ø16 4Ø16 6Ø25 Ø10 @100(1/SET) @150(1/SET) 2Ø12@300 SIDE BARS Rabben/Herman Design Office
F3 Ø25@150 E.W. ------- 833 Dover Drive, Suite 9
F4 Ø22@150 E.W. ------- B8* 400 1000 8Ø22 4Ø22 6Ø22 4Ø22 6Ø22 Ø10 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS Newport Beach, California, 92663

F4 Ø25@125 E.W. ------- B9 400 950 4Ø22 3Ø22 4Ø16 6Ø22 6Ø22 Ø10 @100(2/SET) @150(2/SET) 2Ø12@300 SIDE BARS
F5 Ø25@100 E.W. ------- B9* 500 1000 8Ø22 2Ø22 6Ø22 4Ø22 - Ø12 @100(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS CONSULTANT ‫ﺍﻻﺳﺘﺸﺎﺭﻯ‬
F6 2XØ25@150 E.W. ------- B10 400 800 6Ø22 6Ø22 4Ø16 12Ø22 12Ø22 Ø10 @100(2/SET) @150(2/SET) 2Ø12@300 SIDE BARS
B10* 500 1200 10Ø22 4Ø22 8Ø22 4Ø22 4Ø22 Ø12 @100(2/SET) @125(2/SET) CLOSED STIRRUPS + 6Ø18 SIDE BARS
A B10A 400 950 8Ø22 4Ø22 8Ø22 4Ø22 4Ø22 Ø10 @100(2/SET) @125(2/SET) 2Ø12@300 SIDE BARS A
B10B 400 1200 8Ø22 4Ø22 10Ø22 4Ø22 4Ø22 Ø10 @100(2/SET) @125(2/SET) 2Ø12@300 SIDE BARS
B11 400 1200 8Ø22 6Ø22 4Ø16 12Ø22 14Ø22 Ø10 @100(2/SET) @150(2/SET) 2Ø12@300 SIDE BARS ZFP PROJECT NO.:
C20-00800
B11* 500 1200 8Ø22 - 10Ø22 8Ø22 - Ø12 @75(2/SET) @150(2/SET) 2Ø12@300 SIDE BARS
B12 300 900 6Ø22 -- 4Ø16 6Ø22 2Ø22 Ø10 @100(1/SET) @150(1/SET) 2Ø12@300 SIDE BARS PM-KSA: ----- PA: ------ HV: ------ LC: ------

CB1 250 950 10Ø22 -- 10Ø22 -- -- Ø10 @100(1/SET) @100(1/SET) 2Ø12@300 SIDE BARS PD: ----- ID: ------ PG: ------ CE: ------
CB1* 500 900 6Ø18 - 10Ø22 - - Ø12 @100(3/SET) @100(3/SET) 2Ø12@300 SIDE BARS PM: ----- SE: ------ HC: ------ LS: ------
CB2 400 950 10Ø22 -- 10Ø22 -- -- Ø10 @100(2/SET) @100(2/SET) 2Ø12@300 SIDE BARS
TITLE:
CB2* 400 2000 4Ø22 - 8Ø22 - - Ø12 @150(2/SET) @200(2/SET) 2Ø12@300 SIDE BARS
CB3 250 800 10Ø22 -- 10Ø22 -- -- Ø10 @100(1/SET) @100(1/SET) 2Ø12@300 SIDE BARS
CAMBER NOTES: ‫ﺍﻟﺠﺪﺍﻭﻝ ﻭ ﺗﻔﺎﺻﻴﻞ ﺍﻷﻋﻤﺪﺓ‬
1. UNLESS OTHERWISE INDICATED, PROVIDE MINIMUM CAMBER FOR BEAMS WITH SPAN IN EXCEEDING 6.00 M. AS FOLLOWS: SCHEDULES AND COLUMNS DETAILS
CONTINUOUS BEAM - 1.5 MM. PER M. OF SPAN (i.e. A 10 M. SPAN BEAM WILL HAVE 15 MM. CAMBER AT MIDSPAN).
SIMPLE BEAM - 2.0 MM. PER M. OF SPAN AT MIDSPAN.
2. CANTILEVER BEAM OF ANY SPAN SHALL BE PROVIDED WITH 5.0 MM. CAMBER PER METER OF SPAN AT THE FREE END. 0 0.2 0.4 0.6 0.8 1 2
3. THE ANTICIPATED SHORTENING AND SETTLEMENT OF FORM SUPPORTS WHILE CARRYING CONCRETE, MUST BE ADDED TO THE ABOVE VALUES OF CAMBER. SCALE: SHEET NO.: SHEET REVISION:
SCALE 1 : 20 METERS A
-FIRST STIRRUP TO BE AT 50mm FROM FACE OF SUPPORT.
REV. DATE:
-IF THE " C " OR " D " BARS OF TWO ADJACENT BEAMS ARE DIFFERENT THE HIGHER VALUE OF REINFORCEMENT SHALL BE ADOPTED FOR THE TWO BEAMS. 1 : 20 PH1-P-S201
DEC. 2022

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