Notes :
-All dimensions must be revised by contractor on-site .
-The contractor shall sumbit samples of all materials to be used prior to excution for approval from the consultant .
-Concrete Cubes Strength ( Fcu ) after 28 days from casting shouldn ' t be less than 30 N / mm2 .
-Steel used is 400 / 600 high grade for main steel and 240 for stirrups .
-Columns Dowels shhouldn ' t be less than 1.25 m or 65T which greater .
-Columns Stirrups shoud last in the intersection between beams & Columns .
-Concrete Cover shouldn ' t be less than 250mm .
-Bent bars should be taken according to ECP .
Project number
Checked by
Notes :
-All dimensions must be revised by contractor on-site .
-The contractor shall sumbit samples of all materials to be used prior to excution for approval from the consultant .
-Concrete Cubes Strength ( Fcu ) after 28 days from casting shouldn ' t be less than 30 N / mm2 .
-Steel used is 400 / 600 high grade for main steel and 240 for stirrups .
-Columns Dowels shhouldn ' t be less than 1.25 m or 65T which greater .
-Columns Stirrups shoud last in the intersection between beams & Columns .
-Concrete Cover shouldn ' t be less than 250mm .
-Bent bars should be taken according to ECP .
Project number
Drawn by
Date
Drawn by
Checked by
Scale
Date
Scale
0.3 0.1
0.3 0.1
0.8 0.1
0.9 0.1
0.1 0.9 0.3 0.8
0.1 0.3
0.1 0.3
4.9 0.1
0.1 0.3
0.1 0.3
0.1 0.8
0.1 0.3
0.1 4.9 0.1
0.3 0.1
0.3 0.1
0.3 0.1
0.3 0.1
0.7 0.1 1.0
0.1
4.9 0.1
4.9 0.1
0.8 0.3 0.9
0.1
0.1 0.3
0.2 0.3
0.1
1.0
0.2 0.3
0.3 0.3
0.2 0.2
0.50
0.1 0.3 1.1 0.1 1.0 0.1 1.0 0.1 0.2 1.0 0.5 0.6 0.6 0.8 0.8 0.1
1.10
1.00
0.8 0.1
0.3 0.1
0.40.1
0.1 0.3
0.1 0.3
0.1 0.3
0.1 0.9
1.0
0.3 0.1
0.3 0.1
0.4 0.1
0.1 0.7 0.1 1.0
1.1 0.1 0.1 0.9 1.1 0.3
1.1 0.3 0.1 1.0
0.8 0.1
0.3 0.1 0.1 0.3 0.8 0.3
0.3 0.1
0.7 0.2
1.0 0.1
0.3 0.1
0.3 0.1
0.6 0.4 0.1 1.0 0.7 0.2 1.0 0.1
0.1 0.3
0.4 0.2 0.2 0.4 0.1 0.3
0.3 0.2
0.3
0.3
0.1 0.4
0.1 0.9
0.1 1.3
0.1 0.3
0.1 0.3
0.3 0.1 0.1 0.3 0.2 0.7 0.9 0.2 0.1 1.3 0.1 0.3 0.3 0.3 0.2 0.2 0.8 0.3 0.9 0.1
1.3 0.1
0.8 0.1
0.3 0.1
0.3 0.1
0.3 0.1
0.3 0.1
0.1 0.3
0.1 1.3
0.1 0.3
0.2 0.3
0.2 0.3
0.1 1.0
0.1 1.0 0.1 1.0 0.1
1.1
0.1 0.4
0.2 0.3
0.2 0.3
0.1 0.3
0.1 1.0
0.6 1.0 3.5 0.1
4.9 2.5 4.9 5.3 2.3 2.8 2.1 2.5 1.5 0.6 2.8 2.3 5.3 4.9 2.5 4.9
0.3 0.1
0.3 0.2
0.3 0.1
0.3 0.1
0.3 0.1
0.1 0.9
0.7 0.2
0.1
1.0
0.8 0.1
1.3 0.1
1.1 0.3
1.1
0.1
0.3
0.1 0.8
0.1 0.8
0.1 0.3
0.1 0.3
0.1 0.3
0.1 0.9 0.1
1.1
0.3 0.1
0.3 0.1
0.3 0.1
0.30.1
0.1 0.9 0.3 0.8 0.6 0.4
1.0 0.1 0.1 0.8
0.1 1.0
0.1 0.3
0.1 1.3
0.8 0.1
0.3
0.1
0.1 0.3
0.1 0.3
0.3 1.1
0.1 1.0
0.3 1.1
0.1 0.3 0.3 0.1
0.40.1 0.1 0.9
0.4
0.2
0.3 0.1
0.3 0.1
0.8 0.1
0.3 0.1
0.1 0.8 1.0
0.1
0.1 0.3
0.1 0.3
0.1 0.8
0.1 1.0
0.1 0.3 0.3 0.2
0.3 0.2
0.3 0.1 0.3 0.8 0.1 0.2 0.4 0.6
0.8 0.1
1.0 0.1
0.1 1.1
0.1 1.1
0.1 1.0 0.8 0.1 0.1 0.8 1.0 0.1 0.3 1.1 0.8 0.1 0.1 0.8 1.0 0.1
0.80
0.40
0.4 0.1
0.4 0.2
1.0 0.1
1.50
1.40
0.6 1.0 3.5
0.1
0.1 0.3
0.1 0.3
0.30.1
0.3 0.1
0.2 0.7 0.6 0.5
0.1 1.3
0.1 0.3 0.2 0.2
0.2
0.3
0.10.4
0.10.3
0.10.3
0.2 0.7 0.3 0.1
0.2 0.2 0.1 0.3
0.2 0.2 0.3 0.3
0.3 0.2
0.40.2
0.30.1
0.1 1.0 1.0 0.1 0.2 0.7 0.5 0.6 0.8
0.8
0.1 4.9
0.1 4.9
0.1 0.3
0.1 4.9
0.1 4.9 0.1
1.20
0.20.2
0.10.3
0.1 0.9 0.3 0.1
1.1
0.1 1.0 0.1
3.2 3.5 3.6 0.4 1.8 4.1 2.2 1.0 3.5 1.9 1.9 2.6 1.8 2.2 4.3 3.5 3.3
This Sheet is created via Revit Structure 2015
A
C2
15
C4
2
C3
3
0.1 0.3
C2
4
C1
5
C3
6 6 "
C4
7 8
C2
9
C3
9 " 10
C2
11
C2
12
C4
13
C3
14
C2
1
A
B
C4
0.8 0.3
C3
0.7 0.2
C3
0.7 0.2
C4
C3
0.8 0.1
C7
C7
C3
0.7 0.2
C4
0.8 0.3
C3
0.7 0.2
C3
0.7 0.2
C4
B
C
D
E
C4
C3
0.3 0.1
C3
C4
0.3 0.1
0.0 3.6 0.1
C3
C2
0.7 0.2
C5
0.2 0.1
C6
C4
1.0 0.1
C7
C7
C6
C2
0.40.1 0.2
0.3 0.7
0.1 3.6 0.1
C3
C4
C3
C2
C
D
E
F
0.0 0.5
C8
C3
0.1 0.3
C4
C2
0.7 0.2 0.3 0.1
C3
0.1 0.3
0.1 0.3
C8
C2
C5
0.0.5
F
U
V
G
H I
J
K
L
M
N
O
P
Q
R
C1 ø 0.5 ø 0.5
C4
C4
C2
C5
C7
C5
C7
C8
C3
0.4 0.1 0.10.4 0.3 0.2
C8
C4
C3
C2
C4
C3
C7
C7
C4
C8
C4
C2
C3
C3
C7
C6
C4
C2
C2
C3
C4
C8
0.8 0.3
0.3 0.1
0.3 0.3
0.1 0.5 0.7 0.2 0.5 0.5 0.4 0.1 0.6 0.4 0.2 0.2 0.3 0.1 0.1 0.3
0.1 0.3
C4
C7
C3
C3
C4
C2
C6
0.7 0.2 0.8 0.3 1.0 0.1 0.1 0.9 0.3 0.8
C7
0.2 0.2
C8
C4
C3
C7
C7
C3
0.2 0.7 0.1 0.3
1.0 0.1 0.9 0.2
0.2 0.2 0.3 0.3
C1
C3
C3
C3
C8
C4
C4
C8
0.7 0.2 0.3 1.1
C7
0.2 0.2 0.3 0.1 0.2 0.2 0.1 0.3
C8
C3
C3
C3
0.2 0.3
C3
C2
C8
C4
1.0 0.4 0.3 0.1 0.2 0.2 0.2 0.2 0.5 0.4 0.1 0.9
C3
C2
0.3 0.1 0.7 0.2
0.3 0.3
C3
C3
C7
C6
C7
C3
C4
C2
C3
0.1 0.9 0.5 0.6
C8
C2
C5
C7
C4
C5
C3
C3
C4
0.50.4 0.1 1.0
C7
C7
C3
C7
C8
C3
0.1 0.6
C4
C4
C4
C2
C9
C9
0.4 0.1 ø 0.5 ø 0.5
0.1 0.4 0.1 0.4
0.1 0.9 0.3 0.8
C9
C9
G H
I
J
K
L
M
N
O
P
Q
R
S
T
Prepaired by :
Hossam Tareq Ahmed Yehia Ali Islam Mamdouh Ahmed Fathi Ahmed Soliman Reem Mahmoud Kirolos Mohamed Rafaat
CUFE Hospital
Col & Axes
1 18 / 10 / 2015
ECG
Hossam Tareq Ahmed Yehia
15 14
13 12
11 10
9 " 9
8 7
6 " 6
5 4
3 2
1
S . 3
1 : 100
This Sheet is Created via Revit Structure 2015
0.40
14T20 TIES T10 @ 200mm
0.40
14T22
TIES T10 @ 200mm
C1 ( 400 * 800 )
C1 C2
2 3 1 : 20
1 : 20
C2 ( 400 * 1000 )
14 T 22 TIES T10 @ 200mm 24 T20
TIES T10 @ 200mm
0.90
0.40
C3 ( 400 * 900 ) C4 ( 400 * 1100 )
1
Longitudinal Section 1 : 25
C3 C4
4 5 1 : 20
1 : 20
Prepaired by :
6
C5 1 : 20
0.40
18 T22 TIES T10 @ 200mm
C5 ( 400 * 1200 )
7
0.40
C6 1 : 20
0.60
22 T25
26 T25
TIES T10 @ 200mm
C6 ( 400 * 1500 )
TIES T10 @ 200mm
8
C7 1 : 20
1.10
20 T22 TIES T10 @ 200mm
C7 ( 500 * 1100 )
11 T18 TIES T10 @ 200mm
C9 ( D = 500 )
Hossam Tareq Ahmed Yehia Ali Islam Mamdouh Ahmed Fathi Ahmed Soliman Reem Mahmoud Kirolos Mohamed Rafaat
CUFE Hospital
COLUMNS Sections
1 9 / 10 / 2015
ECG
Hossam Tareq
9
C8 1 : 20
C7 ( 600 * 1400 )
C9
10 1 : 20
Ahmed Yehia
As indicated
S . 1
29