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SECTION X-X900Ø
STIRRUPS T10 @ 250 mm
4 T 10
200200 940
-1.50 m
X
GUIDE WALL
200
200
940
X
28Ø25mmlength 40cm
thick 14mm
thick 20mm length 40cmX15cm
thick 20mm length 40cmX5cm
thick 20mm
Ø
151515 105
5
1044
515 15 15 15
15151515151510
15 15 15 15 15 15 15
15151515151510
Ø900mm
LEVEL- 0.00m
CAPPING BEAM -1.50 m
VERTICAL SECTION A-A
+
TOE LEVEL -19.50 m
EXCAVATION LEVEL -13.60m
12.0m24T25
INSIDE OUTSIDE
24T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Retaining Wall
6.0m12T25
A1
Concrete WALLER BEAM1100 x 1100 mm
4 T32 L= 0.4mMAIN SECANT PILE
SECONDARY SECANTPILE
INSIDEOUTSIDE
DETAIL (L)
4 T32 L= 0.4m
4 T32 L= 0.4m
4 T32 L= 0.4m
THICKENS AS-PER THE PLAN Ø O.D. X 16MM STEEL PIPE(HORZ. STRUT)WITH 1.2 X 1.1 X 20MM THK. PLATEBOLTED TO WALER BEAM
SECANT PILE.
4T32 STEEL BAR PERPILE TOP & BOTTOMWEDL @ EACH R.C. PILE
EPOXY GROUT
SECTION K"(WAILER BEAM )
15mm WELD ALL AROUND THE STELL PLATE & STEEL PIPE
R.C Waller Beam1100 x 1100mm
12 Bolts T32mm (600mm)
34T25mm
6T25 mm
10@150mm
6T25 mm
SECTION-K"
THICKENS900mm Ø O.D. X16MM STEEL PIPE (HORZ.STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-6.00m
600
4T16 mm2T16 mm
900Secant Pile
CAPPING BEAM (l.e.v: -1.50)
2T16 mm
BASEMENT LIMIT
1200mm
1100mm
1100mm x 1100mmWailer Beam
12T25 Tension Bars
27 T25 Cross
Concrete Corbel
PLAN
DETAIL OFCORBEL WITH
ONE STRUT
(DETAIL - E) TOP VIEW
900mmO.D. X AS PER PLAN STEEL PIPE (HORZ. STRUT)WITH 1.2m X 1.1m WITH THK 20 mm. PLATEBOLTED TO WALER BEAM
1200mm
1100mm
1100mm x 1100mmWailer Beam
12T25 Tension Bars
27 T25 CrossPLAN
DETAIL OFCORBEL WITH
TWO STRUT
(DETAIL - F) TOP VIEW
1200
mm
Concrete Corbel900mmO.D. X AS PER PLAN STEEL PIPE (HORZ. STRUT)WITH 1.2m X 1.1m WITHTHK 20 mm. PLATEBOLTED TO WALER BEAM
L= -13.50m
L= -12.0m
L= -8.0m
6.0m12T25
L= -18.0m
6.0m12T25
12.0
m6.
0m
6.0m
-8.0m
-12m
-13.5m
-14m
-18 m
- 0.0m+
- 1.5m
- 2.1m
-19.50 m
- 6.0m
L= -13.5m
L= -14.0m
60T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A2
A2
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
NORTH DIRECTION
01
08-MAR-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-493SHORING
PLOT.NO
E 20-01
Consultant
PROJECT:
AREASECTOR JOB NO.
C-76 ABU DHABI
MAIN CONTRACTING
88
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
900-19.50
40
No.of Anchor
900 2088
PILETYPE
HARD
SOFT
TOTAL :SHORING IN THIS DRAWING 1761-17601 15-APR-2014
COMMERCIAL BUILDING
CLIENT
MRS .SHIRINA MATTAR BINTRASHID AL-MANSOURY
(3B + G + M + 4 +P+ ROOF FLOOR)
Kojakian Eng'g Consultants
45786
PLOT NO:- C-67 (E20-01)
SH3
DETAILS&SECTIONS
EXC.LVL=( -15.30m )
3985cm
2440
cm
753cm
528c
m52
8cm
528c
m
55°
753cm 753cm 753cm 753cm
528c
m10
6cm
753cm 753cm 753cm 753cm 753cm
528c
m52
8cm
528c
m52
8cm
106c
m
55°
35°
55°
55°
35°
35°
35°
55°
55°
35°
55°
55°
35°
35°
35°
1712cm
792cm
1712cm
792cm
1712cm
792cm
1712cm
792cm
3985cm
2440
cm
EXC.LVL=( -13.60m )
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
55565758596061626364656667686970717273747576777879808182838485868788
8990919293949596979899100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176
4165cm
2620
cm
10cm
10cm
10cm 10cm
PLOT LIMITN=0.0 ,E=0.0
PLOT LIM
ITPLO
T LIMIT
PLOT LIM
ITPLOT
L IMI T
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
NORTH DIRECTION
01
08-MAR-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-493SHORING
PLOT.NO
E 20-01
Consultant
PROJECT:
AREASECTOR JOB NO.
C-76 ABU DHABI
MAIN CONTRACTING
88
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
900-19.50
40
No.of Anchor
900 2088
PILETYPE
HARD
SOFT
TOTAL :SHORING IN THIS DRAWING 1761-17601 15-APR-2014
COMMERCIAL BUILDING
CLIENT
MRS .SHIRINA MATTAR BINTRASHID AL-MANSOURY
(3B + G + M + 4 +P+ ROOF FLOOR)
Kojakian Eng'g Consultants
45786
PLOT NO:- C-67 (E20-01)
SH2
SITE PLAN
SEC
.A-A
SEC
.A-A
EXC.LVL=( -15.30m )
3985cm
2440
cm
753cm
528c
m52
8cm
528c
m
55°
753cm 753cm 753cm 753cm
528c
m10
6cm
753cm 753cm 753cm 753cm 753cm
528c
m52
8cm
528c
m52
8cm
106c
m
55°
35°
55°
55°
35°
35°
35°
55°
55°
35°
55°
55°
35°
35°
35°
1712cm
792cm
1712cm
792cm
1712cm
792cm
1712cm
792cm
3985cm
2440
cm
EXC.LVL=( -13.60m )
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
55565758596061626364656667686970717273747576777879808182838485868788
8990919293949596979899100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176
4165cm
2620
cm
10cm
10cm
10cm 10cm
DETAIL -L
DETAIL -E
DETAIL -F
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
NORTH DIRECTION
01
08-MAR-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-493SHORING
PLOT.NO
E 20-01
Consultant
PROJECT:
AREASECTOR JOB NO.
C-76 ABU DHABI
MAIN CONTRACTING
88
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
900-19.50
40
No.of Anchor
900 2088
PILETYPE
HARD
SOFT
TOTAL :SHORING IN THIS DRAWING 1761-17601 15-APR-2014
COMMERCIAL BUILDING
CLIENT
MRS .SHIRINA MATTAR BINTRASHID AL-MANSOURY
(3B + G + M + 4 +P+ ROOF FLOOR)
Kojakian Eng'g Consultants
45786
PLOT NO:- C-67 (E20-01)
SH1
SECANT PILES WITH STRUT
SECTION X-X750
STIRRUPS T10 @ 250 mm
4 T 10
200200 770
X
GUIDE WALL
200
200
770
X
MAIN SECANT PILE (HARD)
SECONDARY SECANTPILE (SOFT)
OUTSIDE
HORIZONTAL SCHEME OF SEC.(N-N)
(Detail - A1)
750mm dia. SEC. PILES12T25Ø/ T10-200mm c/c
0.00
5.00
10.00
L e
n g
t h
(m)
1
2
3
4
6
7
8
9
11
12
13
14
11.00m
A1
12T2
5/11
.00m
EL. -1.00 GWT
EL. -8.00 Max. Exca. Level
EL. -13.00 Pile Toe Level
8.00
SECANT PILES
Main Reinforcement andLateral Stirrups (spiral type)
ss(s = 200mm c/c)
Covering = 75mm
CAPING/WAILERBEAM
EL. + 0.00_GRD. LVL.
203x102x23kg/mKING POSTS@ 1.50m c/c
A1 A1
Fcu = 40N/mm 2
Fy = 460N/mm 2
750mm Ø
Earth SideExcavation Side
-1.50
900mm
1200mm
750mm
750mm x 1000mmCapping Beam
12T25 Tension Bars
11 T25 CrossTie Bars Concrete Corbel
PLAN
750mm x 1000mmCapping / Waler Beam
7T25 Tension Bars
11 T25 CrossTie Bars
Concrete Corbel
ISOMETRIC VIEW
DETAIL OFCORBEL
900mm dia. StrutPipe / thk = 16mm
1000mm x 1200mmSteel Plate/thk=20mm
900mm Ø O.D. X 16mmSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.0 X 25mmTHK.PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-2.00m
24T25 mm
2T20 mm
Secant Pile
CAPPING BEAM / WALLER BEAM (l.e.v: -1.50m)
2T20 mm
SECTION A-A
EL. -10.00 Max. Exca. Level
EL. -14.00 Pile Toe Level
10.0
0
750mm Ø
SECANT PILES
Main Reinforcement andLateral Stirrups (spiral type)
ss(s = 150mm c/c)
Covering = 75mm
B1 B1(Detail - B1)
750mm dia. SEC. PILES16T25Ø/ T10-150mm c/c
0.00
5.00
10.00
L e
n g
t h
(m)
1
2
3
4
6
7
8
9
11
12
13
14
12.0m
B1
16T2
5/12
.00m
FOR CAR LIFT AREA
Fcu = 40N/mm 2
Fy = 460N/mm 2 1.50m
SECTION B-B
CAPING/WAILERBEAM
EL. + 0.00_GRD. LVL.
203x102x23kg/mKING POSTS@ 1.50m c/c -1.50
900mm Ø O.D. X 16mmSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.0 X 25mmTHK.PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-2.00m
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
00
11-01-2015
CONSULTANT:
OWNER:
PROJECT:
REV. DATE DESCRIPTION
AREASECTOR JOB NO.PLOT.NO
MAIN CONTRACTING
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT
Australian Piling Technology
C9 E18-03 ABU DHABI CP-513
59846
PILE LEGEND DIM(mm)
No. OfS.Piles
F.cu(N/mm²
)TOE
LEVEL
PILE TYPE
TOTAL :SHORING IN THIS DRAWING
EXCAVATION LEVEL
1098291
SH-01
1 2 3 4 5 6
A
B
C
D
24.40m(PLOT LIMIT )
26.40m(BASEMENT LIMIT)
15.20m (PLOT LIMIT )
19.20m (BASEMENT LIMIT)
BASEMENT EXTENSION
BASEMENT EXTENSION
BASEMENT EXTENSION
PLOT LIMIT
BASEMENT EXTENSION
PLOT LIMIT
PLOT LIMIT PLOT LIMIT
EL. -8.00m Max. Exca. Level
P1
P2
P3
P4
P5
P6
P7 P8
P9
P10 P11
P12
P13 P14 P15
P16
P17
P18 P19 P20
P21 P22
P23
P24 P25 P26
P27 P28
P29 P30
P31 P32 P33 P34
P35
P36
P37 P38 P39 P40
P41 P42
P43P44P45P46P47P48P49P50P51P52P53P54P55P56P57P58P59P60P61P62P63P64P65P66P67P68P69P70P71P72P73
P74
P75P76
P77
P78P79P80P81
P82
P83P84
P85
P86
P87P88
P89P90P91
P92P93P94
P95P96
P97
P98
P99
P10
0P
101
P10
2P
103
P10
4P
105
P10
6P
107
P10
8P
109
P11
0P
111
P11
2P
113
P11
4P
115
P116P117P118P119P120P121P122P123P124P125P126P127P128P129P130P131P132P133P134P135P136P137P138P139P140P141P142P143P144P145P146
EL. -10.00m Max. Exca. Level
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
00
11-01-2015
CONSULTANT:
OWNER:
PROJECT:
REV. DATE DESCRIPTION
AREASECTOR JOB NO.PLOT.NO
MAIN CONTRACTING
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT
Australian Piling Technology
C9 E18-03 ABU DHABI CP-513
59846
PILE LEGEND DIM(mm)
No. OfS.Piles
F.cu(N/mm²
)TOE
LEVEL
PILE TYPE
TOTAL :SHORING IN THIS DRAWING
EXCAVATION LEVEL
1098291
SH-03
SITE PLAN
S
E
W NE
SW
SE
NW
EL. -8.00m Max. Exca. Level
P1
P2
P3
P4
P5
P6
P7 P8
P9
P10 P11
P12
P13 P14 P15
P16
P17
P18 P19 P20
P21 P22
P23
P24 P25 P26
P27 P28
P29 P30
P31 P32 P33 P34
P35
P36
P37 P38 P39 P40
P41 P42
P43P44P45P46P47P48P49P50P51P52P53P54P55P56P57P58P59P60P61P62P63P64P65P66P67P68P69P70P71P72P73
P74
P75P76
P77
P78P79P80P81
P82
P83P84
P85
P86
P87P88
P89P90P91
P92P93P94
P95P96
P97
P98
P99
P10
0P
101
P10
2P
103
P10
4P
105
P10
6P
107
P10
8P
109
P11
0P
111
P11
2P
113
P11
4P
115
P116P117P118P119P120P121P122P123P124P125P126P127P128P129P130P131P132P133P134P135P136P137P138P139P140P141P142P143P144P145P146
EL. -10.00m Max. Exca. Level
8.30m 8.30m
8.85m
8.85m
8.30m 8.30m
10.54
m
45°m
45°m
10.54m
45°m
45°m
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
8.30m
8.85m
8.85m
8.30m
10.54m
45°m
45°m
10.54
m
45°m
45°m
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
26.40m(BASEMENT LIMIT)
19.20m (BASEMENT LIMIT)
Section (N-N)
BB
AA
A A
BB
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
00
11-01-2015
CONSULTANT:
OWNER:
PROJECT:
REV. DATE DESCRIPTION
AREASECTOR JOB NO.PLOT.NO
MAIN CONTRACTING
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT
Australian Piling Technology
C9 E18-03 ABU DHABI CP-513
59846
PILE LEGEND DIM(mm)
No. OfS.Piles
F.cu(N/mm²
)TOE
LEVEL
PILE TYPE
TOTAL :SHORING IN THIS DRAWING
EXCAVATION LEVEL
1098291
SH-02
S
E
W NE
SW
SE
NW
SEC. .A-A SEC. .A-A
EXC.LVL=(-11.50m)
EXC.LVL=(-10.00m)
EXC.LVL=(-10.00m)
SEC.N-N
SEC.N-N
SEC.B-B
SEC.B-B
DETAIL -E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
3839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990
919293949596979899100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180
DETAIL -L
NEW SEC.K-K NEW SEC.K-K
NEW SEC M-M NEW SEC M-M
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
00
08-FEB-2014
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
78
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
750-14.00
40
No.of Anchor
750 2079
PILETYPE
HARD
SOFT
10750
750 10
HARD
SOFT-16.50
TOTAL :SHORING IN THIS DRAWING 1801-180
40
20
CONSULTANT:
OWNER:
PROJECT:
REV. DATE DESCRIPTION
AREASECTOR JOB NO.PLOT.NO
MAIN CONTRACTING
CP-490(SHORING)ME-11 M.B.Z.CITYC175
COMMERCIAL DEVELOPMENT
HASHIM CONTRACTING & GEN. MAINT.
M/S ABDULLAH & MATAR MOHAMED MURAD MOHAMED AL BALOUSHI & HEIRS OF SALEM MOHAMED MURAD AL BALOUSH (SAIF ,SALMA ,MOHAMMED ,HASA ,AND SAEED& ) HIS WIDOW WADEHA GHASAB SAEED AL AMERI ,
08-FEB-2014
36726 820665
2750 40HARD
1750 40HARD-14.00
SH1
First Layer of Strut
SECTION X-X750
STIRRUPS T10 @ 250 mm
4 T 10
200200 790
-1.00 m
X
GUIDE WALL
200
200
790
X
32Ø25mmlength 40cm
thick 16mm
thick 20mm length 40cmX15cm
thick 20mm length 40cmX5cm
thick 20mm
Ø
131313 55
5
5
513 13 13 13
13131313131313
Ø90cm
13
8
513 13 13 13 13 13 13 13 10
LEVEL- 0.00m
CAPPING BEAM -1.00 m
VERTICAL SECTION A-A
+
TOE LEVEL -16.50 m
EXCAVATION LEVEL -11.50m
5.00m22T25
INSIDE
OUTSIDE
22T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Retaining Wall
12.0m22T25
A1
MAIN SECANT PILE
SECONDARY SECANTPILE
INSIDE
OUTSIDE
DETAIL (L)
Concrete WALLER BEAM
1100 x 1100 mm
4 T25 L= 0.4m4 T25 L= 0.4m4 T25 L= 0.4m4 T25 L= 0.4m
LEVEL- 0.00m
CAPPING BEAM -1.00 m
VERTICAL SECTION (K-K)
+
TOE LEVEL -14.00 m
EXCAVATION LEVEL -10.00 m
12.0m11T 25
INSIDE
OUTSIDE
22T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION K1
SECTION-K"
900mm Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-3.50m
Retaining Wall
900mm Ø O.D. X 16MM STEEL PIPE(HORZ. STRUT)WITH 1.2 X 1.1 X 20MM THK. PLATEBOLTED TO WALER BEAM
SECANT PILE.
4T32 STEEL BAR PERPILE TOP & BOTTOMWEDL @ EACH R.C. PILE
EPOXY GROUT
SECTION K"(WAILER BEAM )
15mm WELD ALL AROUND THE STELL PLATE & STEEL PIPE
R.C Waller Beam1100 x 1100mm
12 Bolts T32mm (600mm)
24T25mm
4T16 mm
10@150mm
4T16 mm
12.0m
K1
SECTION-K"
900mm Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-3.50m
BASEMENT LIMIT
11T 25
400
4T16 mm2T16 mm
750
Secant Pile
CAPPING BEAM (l.e.v: -1.00)
2T16 mm
BASEMENT LIMIT
LEVEL- 0.00m
CAPPING BEAM -1.00 m
VERTICAL SECTION (B-B)
+
TOE LEVEL -14.00 m
EXCAVATION LEVEL -10.00 m
12.0m7T 25
INSIDE
OUTSIDE
14T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION B1
SECTION-K"
900mm Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-3.50m
Retaining Wall
12.0m
B1
BASEMENT LIMIT
7T 25
1200mm
1100mm
1100mm x 1100mmWailer Beam
12T25 Tension Bars
27 T25 Cross
Concrete Corbel
PLAN
DETAIL OFCORBEL(1) FOR
LAYER STRUT(1)
(DETAIL - E) TOP VIEW
900mmO.D. X AS PER PLAN STEEL PIPE (HORZ. STRUT)WITH 1.2m X 1.1m WITH THK 20 mm. PLATEBOLTED TO WALER BEAM
LEVEL- 0.00m
CAPPING BEAM -1.00 m
VERTICAL SECTION (M-M)
+
TOE LEVEL -14.00 m
EXCAVATION LEVEL -10.00 m
12.0m7T 25
INSIDE OUTSIDE
14T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION M1
SECTION-K"
900mm Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-3.50m
Retaining Wall
12.0m
M1
BASEMENT LIMIT
7T 25
KEY PLAN:
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
00
08-FEB-2014
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
78
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
750-14.00
40
No.of Anchor
750 2079
PILETYPE
HARD
SOFT
10750
750 10
HARD
SOFT-16.50
TOTAL :SHORING IN THIS DRAWING 1801-180
40
20
CONSULTANT:
OWNER:
PROJECT:
REV. DATE DESCRIPTION
AREASECTOR JOB NO.PLOT.NO
MAIN CONTRACTING
CP-490(SHORING)ME-11 M.B.Z.CITYC175
COMMERCIAL DEVELOPMENT
HASHIM CONTRACTING & GEN. MAINT.
M/S ABDULLAH & MATAR MOHAMED MURAD MOHAMED AL BALOUSHI & HEIRS OF SALEM MOHAMED MURAD AL BALOUSH (SAIF ,SALMA ,MOHAMMED ,HASA ,AND SAEED& ) HIS WIDOW WADEHA GHASAB SAEED AL AMERI ,
08-FEB-2014
36726 820665
2750 40HARD
1750 40HARD-14.00
SH2
DETAILS&SECTIONS
SECTION X-X900
STIRRUPS T10 @ 250 mm
4 T 10
200200 940
X
GUIDE WALL
200
200
940
X
LEVEL- 0.00m
CAPPING BEAM -2.00 m
VERTICAL SECTION A-A
+
TOE LEVEL -23.00 m
EXCAVATION LEVEL -16.00m
12.00m23T32
INSIDE
OUTSIDE
23T32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Retaining Wall
12.00m23T32
A1
MAIN SECANT PILE
SECONDARY SECANTPILE
INSIDE
OUTSIDE
DETAIL (L)
HSHHH SS S
LEVEL- 0.00m
CAPPING BEAM -2.00 m
VERTICAL SECTION (K-K)
+
TOE LEVEL -17.00 m
EXCAVATION LEVEL -12.60 m
5.0m16T25
INSIDE
OUTSIDE
16T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION K1
SECTION-K"
900mm Ø O.D. X 16mmSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-6.00m
Retaining Wall
900mm Ø O.D. X 16mm STEEL PIPE(HORZ. STRUT)WITH 1.2 X 1.1 X 20MM THK. PLATEBOLTED TO WALER BEAM
SECANT PILE.
4T32 STEEL BAR PERPILE TOP & BOTTOMWEDL @ EACH R.C. PILE
EPOXY GROUT
SECTION K"(WAILER BEAM )
15mm WELD ALL AROUND THE STELL PLATE & STEEL PIPE
R.C Waller Beam1000 x 1000mm
12 Bolts T32mm (600mm)
18T25mm
4T16 mm
10@150mm
4T16 mm
12.0m
K1
SECTION-K"
900mm Ø O.D. X 16mmSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-6.00m
BASEMENT LIMIT
16T25
60cm
12T20 mm
2T20 mm
90 cmSecant Pile
CAPPING BEAM (l.e.v: -2.00)
2T20 mm
BASEMENT LIMIT
LEVEL - 0.00m
CAPPING BEAM -2.00 m
VERTICAL SECTION (B-B)
+
TOE LEVEL -19.50 m
EXCAVATION LEVEL -14.00 m
7.0m19T25
INSIDE
OUTSIDE
19T25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION B1
SECTION-K"
900mm Ø O.D. X 16mmSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 25MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-6.00m
Retaining Wall
12.0m
B1
BASEMENT LIMIT
19T251200mm
1000mm
1000mm x 1000mmWailer Beam
9T25 Tension Bars
17 T25 Cross
Concrete Corbel
PLAN
DETAIL OFCORBEL(1)
(DETAIL - E) TOP VIEW
900mmO.D. X AS PER PLAN STEEL PIPE (HORZ. STRUT)WITH 1.2m X 1.1m WITH THK 20 mm. PLATEBOLTED TO WALER BEAM
SHORT STRUT Ø90cm CONFECTION
25Ø32mmlength 40cm
thick 16mm
thick 20mm length 40cmX15cm
thick 20mm length 40cmX5cm
thick 20mm
Ø
18Ø32mmlength 40cm
thick 16mm
thick 20mm length 40cmX15cm
thick 20mm length 40cmX5cm
thick 20mm
Ø
LONG STRUT Ø90cm CONFECTION
1200mm
1000mm
1000mm x 1000mmWailer Beam
9T25 Tension Bars
24 T25 Cross
Concrete Corbel
PLAN
DETAIL OFCORBEL(2)
(DETAIL - M) TOP VIEW
900mmO.D. X AS PER PLAN STEEL PIPE (HORZ. STRUT)WITH 1.2m X 1.1m WITH THK 20 mm. PLATEBOLTED TO WALER BEAM
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
02
20-AUG-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-505
PLOT.NO
E-14
CONSULTANT :
PROJECT:
AREASECTOR JOB NO.
C-37 ABU DHABI
MAIN CONTRACTING
HASHIMCONTRACTING & GEN. MAINT.
OWNER NAME
34
PILELEGEND
DIM(mm)
No.Of Piles
F.cu(N/mm²)
TOELEVEL(m)
900-23.00
45
900 2035
PILETYPE
HARD
SOFT
s
H
H
S
20900
900 20
HARD
SOFT
900
900
HARD
SOFT
-19.50
TOTAL :SHORING IN THIS DRAWING 1481-148
45
20
02 09-NOV-2014
20
19s
H 45
20-17.00
PERIMETER: 112 m
Architects, Engineers, Planners & Interior Designers C O N S U L T A N T SE N G I N E E R I N G
UNITED ARAB EMIRATES
FAXTELEPHONE + 971 2 6762100
+ 971 2 67623029th FLOOR AL KHAZNA TOWER
P.O. Box 33937, ABU DHABI AL NAJDA STREET
EMAIL: [email protected]
INHERITORS OFMOHAMED BAKHEET MOHAMED BAKHEET AL MAZROUEI
BAKHEETCOMMERCIAL & RESIDENTIAL TOWER
3 BASEMENTS WITH 34 PARKING BAYS, GROUND FL. WITH RETAIL AREA, MEZZANINE FL. WITH OFFICES, 18 TYPICAL FLOORS
10093 923136
02
DETAILS&SECTIONS
45°m
6.56m
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
14.47
m
5.488m 5.812m 5.812m
5.488m
5.488m
5.488m
45°m 45°m
14.47m
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
45°m
45°m
6.56m
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
5.488m
5.488m
5.488m
45°m
45°m
6.56m
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
14.47m
5.488m 5.812m 5.812m
5.488m
5.488m
45°m 45°m
14.47
m
900 mmØ O.D. X 16mm
STEEL PIPE (HORZ. STRUT)
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
45°m
6.56m
900 m
mØ O.D
. X 16
mm
STEEL PIPE (HORZ. S
TRUT)
5.488m
5.488m
5.488m
5.488m
45°m 45°m
45°m 45°m
45°m 45°m
SEC.B-B
SEC.B-B
SEC.K-K
SEC.K-K
SEC. .A-A SEC. .A-A
SEC.B-B
SEC.B-B
26.40m Basement Limit
31.24m Basement Limit
DETAIL -L
TYPICAL
S HS H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
SH
SH SH SH
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
sH
sH
sH
sH
s H sH
s Hs Hs Hs Hs Hs Hs Hs Hs Hs Hs Hs Hs Hs H
sH sH sH sH sH sH sH sH sH sH sH sH sH
s
H
s
H
s
H
s
H
s
H
H
sH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
35363738394041424344454647484950515253545556575859606162636465666768697071727374
7576777879808182838485868788899091929394959697989910
010
110
210
310
410
510
610
710
8
109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148
1.00m Wailer Beam
Wailer Beam
Wai
ler B
eam
Wai
ler B
eam
SEC.G-G
SEC.G-G
SEC.T-T
SEC.T-T
DETAIL -M
DETAIL -E
SEC. .A-A SEC. .A-A
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
02
20-AUG-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-505
PLOT.NO
E-14
CONSULTANT :
PROJECT:
AREASECTOR JOB NO.
C-37 ABU DHABI
MAIN CONTRACTING
HASHIMCONTRACTING & GEN. MAINT.
OWNER NAME
34
PILELEGEND
DIM(mm)
No.Of Piles
F.cu(N/mm²)
TOELEVEL(m)
900-23.00
45
900 2035
PILETYPE
HARD
SOFT
s
H
H
S
20900
900 20
HARD
SOFT
900
900
HARD
SOFT
-19.50
TOTAL :SHORING IN THIS DRAWING 1481-148
45
20
02 09-NOV-2014
20
19s
H 45
20-17.00
PERIMETER: 112 m
Architects, Engineers, Planners & Interior Designers C O N S U L T A N T SE N G I N E E R I N G
UNITED ARAB EMIRATES
FAXTELEPHONE + 971 2 6762100
+ 971 2 67623029th FLOOR AL KHAZNA TOWER
P.O. Box 33937, ABU DHABI AL NAJDA STREET
EMAIL: [email protected]
INHERITORS OFMOHAMED BAKHEET MOHAMED BAKHEET AL MAZROUEI
BAKHEETCOMMERCIAL & RESIDENTIAL TOWER
3 BASEMENTS WITH 34 PARKING BAYS, GROUND FL. WITH RETAIL AREA, MEZZANINE FL. WITH OFFICES, 18 TYPICAL FLOORS
10093 923136
01
SHORING SHOP DRAWING
P1
P2
P3
P4
P5
P6
P7
P8
P1
0
P1
1
P1
2
P1
3
P1
4
P1
5
P1
6
P1
7
P1
8
P1
9
P2
0
P2
1
P2
2
P2
3
P2
4
P2
5
P2
6
P2
7
P2
8
P2
9
P3
0
P3
1
P3
2
P3
3
P3
4
P3
5
P3
6
P3
7
P3
8
P3
9
P4
0
P4
1
P4
2
P4
3
P4
4
P4
5
P4
6
P4
7
P4
8
P4
9
P5
0
P5
1
P5
2
P5
3
P5
4
P5
5
P5
6
P5
7
P5
8
P5
9
P6
0
P6
1
P6
2
P6
3
P6
4
P6
5
P6
6
P6
7
P6
8
P6
9
P7
0
P7
1
P7
2
P7
3
P7
4
P7
5
P7
6
P7
7
P7
8
P7
9
P8
0
P8
1
P8
2
P8
3
P8
4
P8
5
P8
6
P8
7
P8
8
P8
9
P9
0
P9
1
P9
2
P9
3
P9
4
P9
5
P9
6
P9
7
P9
8
P
3
0
9
P
3
1
0
P
3
1
1
P
3
1
2
P
3
1
3
P
3
1
4
P
3
1
5
P
3
1
6
P
3
1
7
P
3
1
8
P
3
1
9
P
3
2
0
P
3
2
1
P
3
2
2
P
3
2
3
P
3
2
4
P
3
2
5
P
3
2
6
P
3
2
7
P
3
2
8
P
3
2
9
P
3
3
0
P
3
3
1
P
3
3
2
P
3
3
3
P
3
3
4
P
3
3
5
P
3
3
6
P
3
3
7
P
3
3
8
P
3
3
9
P
3
4
0
P
3
4
1
P
3
4
2
P
3
4
3
P
3
4
4
P
3
4
5
P
3
4
6
P
3
4
7
P
3
4
8
P
3
4
9
P
3
5
0
P
3
5
1
P
3
5
2
P
3
5
3
5cm
5cm
5cm
5cm
5cm
7366cm
4464
cm
6642cm
P9
P9
9
P1
00
P1
01
P1
02
P1
03
P1
04
P1
05
P1
06
P1
07
P1
08
P1
09
P1
10
P1
11
P1
12
P1
13
P1
14
P1
15
P1
16
P1
17
P1
18
P1
19
P1
20
P1
21
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
P197
P198
P199
P200
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
P236
P237
P238
P239
P240
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
P255
P256
P257
P258
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
P293
P294
P295
P296
P297
P298
P299
P300
P301
P302
P303
P304
P305
P306
P307
P308
P
3
5
4
P
3
5
5
P
3
5
6
P
3
5
7
P
3
5
8
P
3
5
9
P
3
6
0
P
3
6
1
P
3
6
2
P
3
6
3
P
3
6
4
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
P392
P393
P394
P395
P396
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
P431
P432
P433
P434
P435
P436
P437
P438
4685cm
3412cm
A
A
A
A
21
39
1
9
SEC. .D-DSEC.D-D
S
E
W
N
E
S
W
S
E
N
W
SEC. .A -A SEC.A -A
E 231344.6567
N 2710276.3567
E 231426.5012
N 2710332.3069
E 231362.0135
N 2710347.9426
BASEMENT LIMITBASEMENT LIMIT
BASEMENT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
BASEMENT LIMIT
89cm
1061cm
2051cm
2899cm
3748cm
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
UC(457 X 191 X 98)
UC(457 X 191 X 98)
26°
600cm 600cm 700cm 750cm
750c
m70
0cm
600c
m60
0cm
974c
m60
0cm
600c
m70
0cm
750c
m
SEC. .N -N SEC.N -N
DETAIL -(L)
TYPICAL DETAIL -F
45° 45° 45° 45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
E 231425.720
N 2710329.150
E 231388.390
N 2710265.750
E 231415.230
N 2710286.850
E 231426.5012
N 2710332.3069
DETAIL -L
900 MMØ O.D. X 20MMSTEEL PIPE (HORZ. STRUT)
SEC. .D-D SEC.D-D
SEC.T
- TSE
C.T - T
A
2
A
3
A
4
A
5
A
6
A
7
A
8
180cm180cm180cm180cm180cm180cm180cm
A
A
A
A
A
A
A
A
A
A
A
180cm
180cm
180cm
180cm
180cm
180cm
180cm
180cm
180cm
180cm
180cm
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
1
8
1
9
2
0
A22
A23
A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m18
0cm
180c
m
A
40
A
41
A
42
A
43
A
44
A
45
A
46
A4
7
A
48
A
49
A5
0
A
51
A
52
A
53
A
54
A
55
A
56
A
57
A
58
A
59
A
60
A
61
180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm 180cm
SEC. .G-G
SEC.G-G
TOE LEVEL
= -23.0m
TOE LEVEL
= -25.0m
SEC.
.P-P
SEC.
.P-P
SEC.Q - Q
SEC.Q - Q
600cm
600cm
1061
cm
2051
cm
2899
cm
3748
cm
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
UC(457 X 191 X 98)
UC(457 X 191 X 98)
600cm 600cm 700cm 750cm
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
01
09-DEC-2013
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling
Technology
CP-484
PLOT.NO
W-5
Principal Consultant
PROJECT:
AREASECTORJOB NO.
C-23 ABU DHABI
MAIN CONTRACTING
ARABIANCONSTRUCTION CO. (ACC)
Structural
Master developer
HVAC :
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
62
PILE
LEGEND
DIM
(mm)
No.Of
Piles
Anchor
Type
F.cu
(N/mm²)
TOE
LEVEL
(m)
800-20.00
50
No.of
Anchor
800 2061A
PILE
TYPE
HARD
SOFT
23800
800 23
HARD
SOFT
31
800
800
31
HARD
SOFT
-23.00
B
TOTAL :SHORING IN THIS DRAWING P438P1-P438
60
20
D 62
34
61
00 28-DEC-2013
50
20SOFT
HARD 800
800
60
60-21.00
3 Basements + Ground + Mezzanine+ 35 Typical Floors + Roof
42675
01 20-MAY-2014
43
800
800
44
HARD
SOFT
60
20
50
20
-25.00
-23.00
PERIMETER: 266 m
856756
01
First Layer of Strut & Anchor
D
1
30
D
B
B1
1
3
SEC. .D'-D'SEC.D'-D'
S
E
N
E
S
W
S
E
N
W
P1
P2
P3
P4
P5
P6
P7
P8
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P29
P30
P31
P32
P33
P34
P35
P36
P37
P38
P39
P40
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
P55
P56
P57
P58
P59
P60
P61
P62
P63
P64
P65
P66
P67
P68
P69
P70
P71
P72
P73
P74
P75
P76
P77
P78
P79
P80
P81
P82
P83
P84
P85
P86
P87
P88
P89
P90
P91
P92
P93
P94
P95
P96
P97
P98
P
3
0
9
P
3
1
0
P
3
1
1
P
3
1
2
P
3
1
3
P
3
1
4
P
3
1
5
P
3
1
6
P
3
1
7
P
3
1
8
P
3
1
9
P
3
2
0
P
3
2
1
P
3
2
2
P
3
2
3
P
3
2
4
P
3
2
5
P
3
2
6
P
3
2
7
P
3
2
8
P
3
2
9
P
3
3
0
P
3
3
1
P
3
3
2
P
3
3
3
P
3
3
4
P
3
3
5
P
3
3
6
P
3
3
7
P
3
3
8
P
3
3
9
P
3
4
0
P
3
4
1
P
3
4
2
P
3
4
3
P
3
4
4
P
3
4
5
P
3
4
6
P
3
4
7
P
3
4
8
P
3
4
9
P
3
5
0
P
3
5
1
P
3
5
2
P
3
5
3
5cm
5cm
5cm
5cm
5cm
7366cm
4464
cm
6642cm
P9
P99
P100
P101
P102
P103
P104
P105
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P118
P119
P120
P121
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
P197
P198
P199
P200
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P2
32
P2
33
P2
34
P2
35
P2
36
P2
37
P2
38
P2
39
P2
40
P2
41
P2
42
P2
43
P2
44
P2
45
P2
46
P2
47
P2
48
P2
49
P2
50
P2
51
P2
52
P2
53
P2
54
P2
55
P2
56
P2
57
P2
58
P2
59
P2
60
P2
61
P2
62
P2
63
P2
64
P2
65
P2
66
P2
67
P2
68
P2
69
P2
70
P2
71
P2
72
P2
73
P2
74
P2
75
P2
76
P2
77
P2
78
P2
79
P2
80
P2
81
P2
82
P2
83
P2
84
P2
85
P2
86
P2
87
P2
88
P2
89
P2
90
P2
91
P2
92
P2
93
P2
94
P2
95
P2
96
P2
97
P2
98
P2
99
P3
00
P3
01
P3
02
P3
03
P3
04
P3
05
P3
06
P3
07
P3
08
P
3
5
4
P
3
5
5
P
3
5
6
P
3
5
7
P
3
5
8
P
3
5
9
P
3
6
0
P
3
6
1
P
3
6
2
P
3
6
3
P
3
6
4
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
P392
P393
P394
P395
P396
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
P431
P432
P433
P434
P435
P436
P437
P438
4685cm
3412cm
SEC. .N' -N' SEC.N' -N'
E 231344.6567
N 2710276.3567
E 231426.5012
N 2710332.3069
E 231362.0135
N 2710347.9426
BASEMENT LIMITBASEMENT LIMIT
BASEMENT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
BASEMENT LIMIT
E 231425.720
N 2710329.150
E 231388.390
N 2710265.750
E 231415.230
N 2710286.850
E 231426.5012
N 2710332.3069
SEC. .D'-D' SEC.D'-D'
SEC. .T'-T'SEC.T' - T'
SEC. .A' -A' SEC.A' -A '
B2
B3
B4
B5
B6
B7
B8
B9
B1
0
B1
1
B1
2
B
1
4B
1
5B
1
6B
1
7B
1
8B
1
9B
2
0B
2
1B
2
2B
2
3B
2
4B
2
5B
2
6B
2
7B
2
8B
2
9B
3
0B
3
1B
3
2B
3
3B
3
4
120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
120cm
2
D
3
D
4
D
5
D
6
D
7
D
8
D
9
D
10
D
11
D
12
D
13
D
14
D
15
D
16
D
17
D
18
D
19
D
20
D
D
D
D
D
D
D
D
D
D
21
22
23
24
25
26
27
28
29
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
120c
m12
0cm
D3
1
D3
2
D3
3
D3
4
D3
5
D3
6
D3
7
D3
8
D3
9
D4
0
D4
1
D4
2
D4
3
D4
4
D4
5
D4
6
D4
7
D4
8
D4
9
D5
0
D5
1
D5
2
D5
3
D5
4
D5
5
D5
6
D5
7
D5
8
D5
9
D6
0
D6
1
D6
2
120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm120cm
SEC. .G'-G'
SEC.G'-G'
SEC. .A' -A' SEC.A' -A '
TOE LEVEL
= -23.0m
TOE LEVEL
= -25.0m
SEC.
.P''-P''
SEC.
.P''-P''
SEC.Q" - Q
"
SEC.Q" - Q
"
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
01
09-DEC-2013
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling
Technology
CP-484
PLOT.NO
W-5
Principal Consultant
PROJECT:
AREASECTORJOB NO.
C-23 ABU DHABI
MAIN CONTRACTING
ARABIANCONSTRUCTION CO. (ACC)
Structural
Master developer
HVAC :
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
62
PILE
LEGEND
DIM
(mm)
No.Of
Piles
Anchor
Type
F.cu
(N/mm²)
TOE
LEVEL
(m)
800-20.00
50
No.of
Anchor
800 2061A
PILE
TYPE
HARD
SOFT
23800
800 23
HARD
SOFT
31
800
800
31
HARD
SOFT
-23.00
B
TOTAL :SHORING IN THIS DRAWING P438P1-P438
60
20
D 62
34
61
00 28-DEC-2013
50
20SOFT
HARD 800
800
60
60-21.00
3 Basements + Ground + Mezzanine+ 35 Typical Floors + Roof
42675
01 20-MAY-2014
43
800
800
44
HARD
SOFT
60
20
50
20
-25.00
-23.00
PERIMETER: 266 m
856756
02
Second Layer of Anchor
SECTION X-X
800
STIRRUPS T10 @ 250 mm
4 T 10
200200 840
X
GUIDE WALL
200
200
840
∅840
X
RE
TA
ININ
G S
IDE
EX
CA
VA
TIO
N S
IDE
(-4.00 m ) ANCHOR(A) LEVEL
-23.0m PILE TOE
CAPPING BEAM
CAPPING BEAM
(+ 0.25 m )
23.2
5m
800∅
G1
800∅75 75
19T32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION G1
Retaining W
all
19T 32
5cm
3.85
m
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
A
1.80
4Table Anchors Details
BOND LENGTH
FREE LENGTH
BL = 5.00m
FL =11.50 m
Anchor-"A" 4 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
288.68
29.27 30
(-7.90 m ) ANCHOR(B) LEVEL
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
B
1.20
8Table Anchors Details
BOND LENGTH
FREE LENGTH
BL = 8.00m
FL =8.00m
35
Anchor-"B" 8 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
1053
25.43
SECTION G-G&G' -G'
MAX. EXCAVATION LVL -14.85 m
TOP OF STEEL
-0.75m
800∅75 75
20 T 25 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION D1
SECTION D-D & D'-D'
D1
RE
TA
ININ
G S
IDE
EX
CA
VA
TIO
N S
IDE
(-4.00 m ) ANCHOR LEVEL(A)
- 20.00 m TOE LEVEL
(0.00 ) GATE LEVEL
CAPPING BEAM
CAPPING BEAM
MAX. EXCAVATION LVL -13.70 m
(-7.90 m ) ANCHOR (D) LEVEL
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
D
1.20
6Table Anchors Details
BOND LENGTH
FREE LENGTH
BL 7.00=m
FL 9.0=m
Anchor-"D" 6 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
(- 1.70 m )
18.3
0m
800∅
35
865
27.97
FULL LENGTH 20T25
1.00
m
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
A
1.80
4Table Anchors Details
BOND LENGTH
FREE LENGTH
BL 5.00 =m
FL 11.50=m
Anchor-"A" 4 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
288.68
29.27 30
5cm
Re
ta
in
in
g W
all
SEC. .1
SEC. .1
PVC Spacer
Pvc Grouting Pipe
7 wir strands
SECTION (1-1)
Grouting Body(D=140mm)
(Fcu=20N/mm²)
SEC. .2
SEC. 2
PVC Spacer
Pvc Grouting Pipe
7 wir strands
Grouting Body(D=140mm)
(Fcu=20N/mm²)
SECTION (2-2)
SEC. .3
SEC. 3
SECTION (3-3)
PVC SpacerPvc Grouting Pipe
7 wir strands
Grouting Body(D=140mm)
(Fcu=20N/mm²)
LEVEL- 0.00m
CAPPING BEAM -1.70 m
800∅ SECTION A-A&A'-A'
1.00
m
+
TOE LEVEL -23.00 m
EXCAVATION LEVEL -14.85 m
21.3
0m
FULL LENGTH27T 32
INSIDE
OUTSIDE
5cm
800∅
75 75
27 T 32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Retaining W
all
SECTION-K"(WAILER BEAM )
10@
150
A1
SECTION"6"
Lock Nut
20
Steel plate 18mm
Steel wedge plate
Strands
channel for wailr
2-[260X90X35) or Equivalent
CAPPING BEAMAS-PER STRUCTURAL DRAWING10
00m
m
800mm
CAPPING BEAM (l.e.v: -1.70)
-1.70 m
-2.70 m
SECANT PILE
SECTION 6"
-4.00 m30°
PVC Spacer
Pvc Grouting Pipe
7 wir strands
SECTION (1-1)
Grouting Body(D=140mm)
(Fcu=20N/mm²)
SEC. .1
SEC. .1
Lock Nut
20
Steel plate 18mm
Steel wedge plate
35
Strands
channel for wailr
2-[260X90X35) or Equivalent
Anchor in Level (l.e.v: -7.90)
-7.90 m
Secant Pile
MA
IN S
ECA
NT
PILE
SEC
ON
DA
RY
SEC
AN
TPI
LE60
cm
120c
m
IN
SID
E
OU
TS
ID
E
DETAIL (L)
20cm
6.0m
LEVEL- 0.00m
CAPPING BEAM -1.70 m
800∅ SECTION (N-N)&(N'-N')
1.00
m
+
TOE LEVEL -21.00 m
EXCAVATION LEVEL -13.70 m
19.3
0m
N1
FULL LENGTH
17T 32
INSIDE
OUTSIDE
800∅75 75
17 T 32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION N1
SECTION-K"
Retaining W
all
10@
150
10@
150
10@
120
3.0m
N2
800∅75 75
17 T 32 MAIN STEEL
T10 @120 SPIRALS
CROSS SECTION N2
N3
800∅75 75
17 T 32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION N3
5cm
PL
OT
L
IM
IT
PLO
T LIM
IT
PLO
T LIM
IT
SECTION-K"
3.0m
PL
OT
L
IM
IT
10@
150
10@
120
CAPPING BEAM
800∅
SECTION T-T & T'-T'
3.85
m
TOE LEVEL -25.0m
EXCAVATION LEVEL -14.85 m
25.2
5m A1
16T 40
INSIDE
OUTSIDE
5cm
800∅75 75
16 T 40 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Re
ta
in
in
g W
all
10@
150
PL
OT
L
IM
IT
SECTION-K"
3.0m
10@
150
10@
120
Fcu = 60N/mmFy = 460N/mm
2
2
+0.25m
TOP OF STEEL
-0.75m
-3.60 m
-3.60 m
Fcu = 60N/mmFy = 460N/mm
2
2
THICKENS AS-PER THEPLAN Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 20MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-4.60m
SECTION "W"
Lock Nut
20
Steel plate 18mm
Steel wedge plate
Strands
channel for wailr
2-[260X90X35) or Equivalent
CAPPING BEAMAS-PER STRUCTURAL DRAWING38
50m
m
800mm
CAPPING BEAM (l.e.v: +0.25m)
+0.25 m
-3.60 m
SECANT PILE
SECTION "W"
-4.00 m30°
THICKENS AS-PER THEPLAN Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 20MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-4.60m
RE
TA
ININ
G S
IDE
EX
CA
VA
TIO
N S
IDE
(-4.00 m ) ANCHOR(A) LEVEL
-25.0m PILE TOE
CAPPING BEAM
CAPPING BEAM
(+ 0.25 m )
25.2
5m
800∅
G1
800∅75 75
19T32 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION G1
Retaining W
all
19T 32
5cm
3.85
m
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
A
1.80
4Table Anchors Details
BOND LENGTH
FREE LENGTH
BL = 5.00m
FL =11.50 m
Anchor-"A" 4 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
288.68
29.27 30
(-7.90 m ) ANCHOR(B) LEVEL
CapacitySpacing (m )
NumberElongation
of Strands(mm)
Anchor(Kn)
B
1.20
8Table Anchors Details
BOND LENGTH
FREE LENGTH
BL = 8.00m
FL =8.00m
35
Anchor-"B" 8 Strand(7 steel wire 15.24 mm)Grad 270 -Low Relax(ASTM A416)
1053
25.43
SECTION P-P&P'' -P''
MAX. EXCAVATION LVL -14.85 m
TOP OF STEEL
-0.75m
SEC. .1
SEC. .1
PVC Spacer
Pvc Grouting Pipe
7 wir strands
SECTION (1-1)
Grouting Body(D=140mm)
(Fcu=20N/mm²)
SEC. .2
SEC. 2
PVC Spacer
Pvc Grouting Pipe
7 wir strands
Grouting Body(D=140mm)
(Fcu=20N/mm²)
SECTION (2-2)
PLO
T LIM
IT
Fcu = 60N/mmFy = 460N/mm
2
2
-3.60 m
SECTION "W"
CAPPING BEAM
800∅
SECTION Q-Q & Q''-Q''
3.85
mTOE LEVEL -23.0m
EXCAVATION LEVEL -14.85 m
23.2
5m A1
16T 40
INSIDE
OUTSIDE
5cm
800∅
75 75
16 T 40 MAIN STEEL
T10 @150 SPIRALS
CROSS SECTION A1
Re
ta
in
in
g W
all
10@
150
PL
OT
L
IM
IT
SECTION-K"
3.0m
10@
150
10@
120
+0.25m
TOP OF STEEL
-0.75m
-3.60 m
THICKENS AS-PER THEPLAN Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 20MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-4.60m
thick 20mm
thick 20mm
∅900
110
120
STRUT CONFECTION FOR FIRST LAYER
900 mmØ O.D. X 20mm
thick 16mm
∅100
0
110
120
UB(1016X305X349)
PLATE
(120X120X20mm)
Braket
12 bolt grade 4.8 M16
S e c a n t P
i l e
THICKENS AS-PER THEPLAN Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 20MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-4.60m
THICKENS AS-PER THEPLAN Ø O.D. X 16MMSTEEL PIPE (HORZ. STRUT)WITH 1.1 X 1.2 X 20MMTHK. PLATEBOLTED TO WALER BEAMSIZE OF WELDS = 20mm
LEVEL OF STRUT-4.60m
1200
mm
1000mm
PLAN
DETAIL OFCORBEL(2) FOR
STRUT
(DETAIL - F)
TOP VIEW
THICKENS AS-PER THE PLAN Ø O.D. X 20MM STEEL PIPE (HORZ. STRUT)
WITH 1.2m X 1.1m WITH THK 20 mm. PLATEBOLTED TO WALER BEAM
AS
PER
PLAN
45
10mm Stiffener@200mm
STRUT CONFECTION FOR FIRST LAYER
1000 mmØ O.D. X 16mm
Working.Load=4500KN Working.Load=5700KN
Working.Load=5700KN
Fcu = 60N/mmFy = 460N/mm
2
2
Working.Load=4500KN
thick 20mm
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
01
09-DEC-2013
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling
Technology
CP-484
PLOT.NO
W-5
Principal Consultant
PROJECT:
AREASECTORJOB NO.
C-23 ABU DHABI
MAIN CONTRACTING
ARABIANCONSTRUCTION CO. (ACC)
Structural
Master developer
HVAC :
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
62
PILE
LEGEND
DIM
(mm)
No.Of
Piles
Anchor
Type
F.cu
(N/mm²)
TOE
LEVEL
(m)
800-20.00
50
No.of
Anchor
800 2061A
PILE
TYPE
HARD
SOFT
23800
800 23
HARD
SOFT
31
800
800
31
HARD
SOFT
-23.00
B
TOTAL :SHORING IN THIS DRAWING P438P1-P438
60
20
D 62
34
61
00 28-DEC-2013
50
20SOFT
HARD 800
800
60
60-21.00
3 Basements + Ground + Mezzanine+ 35 Typical Floors + Roof
42675
01 20-MAY-2014
43
800
800
44
HARD
SOFT
60
20
50
20
-25.00
-23.00
PERIMETER: 266 m
856756
03
DETAILS&SECTIONS
P1
P2
P3
P4
P5
P6
P7
P8
P1
0
P1
1
P1
2
P1
3
P1
4
P1
5
P1
6
P1
7
P1
8
P1
9
P2
0
P2
1
P2
2
P2
3
P2
4
P2
5
P2
6
P2
7
P2
8
P2
9
P3
0
P3
1
P3
2
P3
3
P3
4
P3
5
P3
6
P3
7
P3
8
P3
9
P4
0
P4
1
P4
2
P4
3
P4
4
P4
5
P4
6
P4
7
P4
8
P4
9
P5
0
P5
1
P5
2
P5
3
P5
4
P5
5
P5
6
P5
7
P5
8
P5
9
P6
0
P6
1
P6
2
P6
3
P6
4
P6
5
P6
6
P6
7
P6
8
P6
9
P7
0
P7
1
P7
2
P7
3
P7
4
P7
5
P7
6
P7
7
P7
8
P7
9
P8
0
P8
1
P8
2
P8
3
P8
4
P8
5
P8
6
P8
7
P8
8
P8
9
P9
0
P9
1
P9
2
P9
3
P9
4
P9
5
P9
6
P9
7
P9
8
P
3
0
9
P
3
1
0
P
3
1
1
P
3
1
2
P
3
1
3
P
3
1
4
P
3
1
5
P
3
1
6
P
3
1
7
P
3
1
8
P
3
1
9
P
3
2
0
P
3
2
1
P
3
2
2
P
3
2
3
P
3
2
4
P
3
2
5
P
3
2
6
P
3
2
7
P
3
2
8
P
3
2
9
P
3
3
0
P
3
3
1
P
3
3
2
P
3
3
3
P
3
3
4
P
3
3
5
P
3
3
6
P
3
3
7
P
3
3
8
P
3
3
9
P
3
4
0
P
3
4
1
P
3
4
2
P
3
4
3
P
3
4
4
P
3
4
5
P
3
4
6
P
3
4
7
P
3
4
8
P
3
4
9
P
3
5
0
P
3
5
1
P
3
5
2
P
3
5
3
5cm
5cm
5cm
5cm
5cm
7366cm
4464
cm
6642cm
P9
P9
9
P1
00
P1
01
P1
02
P1
03
P1
04
P1
05
P1
06
P1
07
P1
08
P1
09
P1
10
P1
11
P1
12
P1
13
P1
14
P1
15
P1
16
P1
17
P1
18
P1
19
P1
20
P1
21
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
P197
P198
P199
P200
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
P236
P237
P238
P239
P240
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
P255
P256
P257
P258
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
P293
P294
P295
P296
P297
P298
P299
P300
P301
P302
P303
P304
P305
P306
P307
P308
P
3
5
4
P
3
5
5
P
3
5
6
P
3
5
7
P
3
5
8
P
3
5
9
P
3
6
0
P
3
6
1
P
3
6
2
P
3
6
3
P
3
6
4
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
P392
P393
P394
P395
P396
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
P431
P432
P433
P434
P435
P436
P437
P438
4685cm
3412cm
231404.980
2710334.179
E 231425.7186
N 2710329.1503
231404.980
2710334.179
E 231388.3896
N 2710265.7532
E 231415.2299
N 2710286.8489
E 231344.6567
N 2710276.3567
E 231426.5012
N 2710332.3069
E 231362.0135
N 2710347.9426
BASEMENT LIMITBASEMENT LIMIT
BASEMENT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
PLOT LIMIT
BASEMENT LIMIT
WASHROOM
BUILDING
kiosk BUILDING
WATER
FOUNTAIN
SNG PLANT
PLAY GROUND
EQUIPMENT
295cm
120c
m
332cm
120c
m
150c
m
332cm
295cm
96cm
S
E
W
N
E
S
W
S
E
N
W
TOE LEVEL
= -23.0m
TOE LEVEL
= -25.0m
Drawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
01
09-DEC-2013
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling
Technology
CP-484
PLOT.NO
W-5
Principal Consultant
PROJECT:
AREASECTORJOB NO.
C-23 ABU DHABI
MAIN CONTRACTING
ARABIANCONSTRUCTION CO. (ACC)
Structural
Master developer
HVAC :
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
62
PILE
LEGEND
DIM
(mm)
No.Of
Piles
Anchor
Type
F.cu
(N/mm²)
TOE
LEVEL
(m)
800-20.00
50
No.of
Anchor
800 2061A
PILE
TYPE
HARD
SOFT
23800
800 23
HARD
SOFT
31
800
800
31
HARD
SOFT
-23.00
B
TOTAL :SHORING IN THIS DRAWING P438P1-P438
60
20
D 62
34
61
00 28-DEC-2013
50
20SOFT
HARD 800
800
60
60-21.00
3 Basements + Ground + Mezzanine+ 35 Typical Floors + Roof
42675
01 20-MAY-2014
43
800
800
44
HARD
SOFT
60
20
50
20
-25.00
-23.00
PERIMETER: 266 m
856756
04
SITE PLAN
P1 P2
P3
P4
P5
P6
P7
P8
P10
P11 P12 P13
P14
P15 P16 P17
P18
P19 P20 P21
P22 P23 P24
P25 P26
P27
P28 P29 P30
P31 P32
P33 P34
P35
P36 P37
P38 P39
P40
P41 P42
P43 P44 P45
P46 P47
P48 P49 P50
P51
P52 P53 P54
P55 P56 P57
P58
P59 P60
P61 P62 P63
P64 P65 P66
P67 P68
P69
P70
P71 P72
P73
P74 P75
P76 P77 P78
P79 P80
P81
P82
P83
P84 P85
P86
P87
P88 P89
P90 P91
P92
P93
P94 P95
P96
P97
P98
P309
P310P31
1P312
P313
P314P31
5
P316P31
7P318P31
9
P320P32
1
P322P32
3P324
P325
P326P32
7P328
P329
P330P33
1
P332
P333P33
4P335
P336P33
7
P338P33
9
P340P34
1
P342P34
3P344
P345P34
6P347P34
8
P349P35
0P351
P352P35
3
P9 P99
P10
0P
101
P10
2P
103
P10
4P
105
P10
6P
107
P10
8P
109
P11
0P
111
P11
2P
113
P11
4P
115
P11
6P
117
P11
8P
119
P12
0P
121
P122P123P124P125P126P127P128P129P130P131P132P133P134P135P136P137P138P139P140P141P142P143P144P145P146P147P148P149P150P151P152P153P154P155P156P157P158P159P160P161P162P163P164P165P166P167P168P169P170P171P172P173P174P175P176P177P178P179P180P181P182P183P184P185P186P187P188P189P190P191P192P193P194P195P196P197P198
P199P200P201P202P203P204P205P206P207P208P209P210P211P212P213P214P215P216P217P218P219P220P221P222P223P224P225P226P227P228P229P230P231
P23
2P
233
P23
4P
235
P23
6P
237
P23
8P
239
P24
0P
241
P24
2P
243
P24
4P
245
P24
6P
247
P24
8P
249
P25
0P
251
P25
2P
253
P25
4P
255
P25
6P
257
P25
8P
259
P26
0P
261
P26
2P
263
P26
4P
265
P26
6P
267
P26
8P
269
P27
0P
271
P27
2P
273
P27
4P
275
P27
6P
277
P27
8P
279
P28
0P
281
P28
2P
283
P28
4P
285
P28
6P
287
P28
8P
289
P29
0P
291
P29
2P
293
P29
4P
295
P29
6P
297
P29
8P
299
P30
0P
301
P30
2P
303
P30
4P
305
P30
6P
307
P30
8
P354P35
5P356P35
7P358
P359
P360P36
1
P362
P363P36
4
P365P366P367P368P369P370P371P372P373P374P375P376P377P378P379P380P381P382P383P384P385P386P387P388P389P390P391P392P393P394P395P396P397P398P399P400P401P402P403P404P405P406P407P408P409P410P411P412P413P414P415P416P417P418P419P420P421P422P423P424P425P426P427P428P429P430P431P432P433P434P435P436P437P438
A
A
A
A
21
39
1
9
SE
W
NE
SW
SE
NW
SEC. .A -A SEC.A -A
E 231344.6567N 2710276.3567
E 231426.5012N 2710332.3069
E 231362.0135N 2710347.9426
BASEMENT LIMITBASEMENT LIMIT
BASEMENT LIMITPLOT LIMIT
PLOT LIMITPLOT LIMIT
PLOT LIMIT
BASEMENT LIMIT
26°
TYPICAL DETAIL -F
45° 45° 45
°
45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
45°
E 231425.720N 2710329.150
E 231388.390N 2710265.750
E 231415.230N 2710286.850
E 231426.5012N 2710332.3069
DETAIL -L
900 MMØ O.D. X 20MMSTEEL PIPE (HORZ. STRUT)
SEC.T - T
SEC.T - T
A 2A3A 4A 5A6A 7A 8
A
A
A
A
A
A
A
A
A
A
A
10
11
12
13
14
15
16
17
18
19
20
A22
A23
A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
A40
A41
A42
A43
A44
A45
A46
A47
A48
A49
A50
A51
A52
A53
A54
A55
A56
A57
A58
A59
A60
A61
SEC. .G-G
SEC.G-G
TOE LEVEL = -23.0m
TOE LEVEL = -25.0m
SEC. .P-P
SEC. .P-P
SEC.Q - Q
SEC.Q - Q
M24 BoltGrade 8.8
14.4cm
14.4cm
14.4cm
14.4cm
20mm
20mm
M24 BoltGrade 8.8
14.4cm
14.4cm
14.4cm
14.4cm
20mm
20mm
120cm
120cm
120cm
120cm
CASE 1FOR STRUT Ø100cm
CASE 2FOR STRUT Ø90cm
Ø100cmØ90cm
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
UC(457 X 191 X 98)
UC(457 X 191 X 98)
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
900 M
MØ O.D
. X 20
MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
1000
MMØ O
.D. X
16MM
STEEL PIPE (HORZ. S
TRUT)
UC(457 X 191 X 98)
UC(457 X 191 X 98)
TYPICAL DETAIL -F
TYPICAL DETAIL -FDrawing No.
Submission Date
Project ID
Official Use Only
Revision No.
Scale
Plan ID
Drawing Title
General Notes
01
20-MAY-2014
REV. DATE DESCRIPTION
TEL: (02)5504222 P.O. BOX: 48181 FAX: (02)5504221
Piling Contractor
SHORING LAYOUT ,DETAILS & SECTIONS
Australian Piling Technology
CP-484
PLOT.NO
W-5
Principal Consultant
PROJECT:
AREASECTOR JOB NO.
C-23 ABU DHABI
MAIN CONTRACTING
ARABIANCONSTRUCTION CO. (ACC)
Structural
Master developer
HVAC :
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
T: 02-6767976F: 02-6767990
Po Box 127489Abu Dhabi, UAE
www.implement-ae.com
62
PILELEGEND
DIM(mm)
No.Of Piles
Anchor Type
F.cu(N/mm²)
TOELEVEL(m)
800-20.00
50
No.of Anchor
800 2061A
PILETYPE
HARD
SOFT
23800
800 23
HARD
SOFT
31
800
800
31
HARD
SOFT
-23.00
B
TOTAL :SHORING IN THIS DRAWING P438P1-P438
60
20
D 62
34
61
00 20-MAY-2014
50
20SOFT
HARD 800
800
60
60-21.00
3 Basements + Ground + Mezzanine+ 35 Typical Floors + Roof
42675
43
800
800
44
HARD
SOFT
60
20
50
20
-25.00
-23.00
PERIMETER: 266 m
01
CONNECTION DETAILS FOR STRUT