NOTE:
1. PROVIDE T10@200 c/c AT TOP BOTHWAYS AND T10@200 c/c AT BOTTOM BOTHWAYS (ALL
THROUGH) (REINFORCEMENT NOT SHOWN FOR CLARITY)
2. THE EXTRA REINFORCEMENT PROVIDED IN TOP AND BOTTOM LAYERS ARE SHOWN IN PLAN
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
1600
4000
1400
2700
1800
3000
4200 1600
1400
54001900130018003800
20000
17000
1100
BC2 BC3
BC3
BC1
BC4
BC3
BC2
BC3
BC1
BC1
BC3
BC3
BC3
BC3
BC2
BC2
BC2
BC2
BC2
BC5
BC5
BC2BC3BC5
BC1 BC1 BC1
BC3
44
1700
600
175 THK RAFT SLAB WITH
T10@200c/c T&B BOTHWAYS
3
3
1000
4350
240 THK RAFT SLAB (TYP)
2
2
1
1
BC3
GB1
GB
2
800
800
600
1000
800
600
5
5
13
13
BC2
BC5
14
14
3-T10
2-T10
T12@200c/c
(TYP)
(TYP)
(TYP)
50mm THK. WELL COMPACTED
CRUSHER FINE
TYPICAL SECTION AT
INTERMEDIATE WALL
2
1:20SCALE
2-T12
2-T12
240
200
200 THK.LOAD BEARING BLOCK
MASONRY WALL
T10@200c/c
50mm THK. WELL
COMPACTED
CRUSHER FINE
50MM THICK
BLINDING
1000 GAUGE
POLYTHENE SHEET
250
250
DETAIL OF BEAM GB2
7
1:10SCALE
400
200
DETAIL OF COLUMN BC1
8
1:10SCALE
CONCRETE
BLOCK
FILLED WITH C45
CONCRETE
400
200
400
DETAIL OF COLUMN BC2
9
1:10SCALE
400
200
200
INSULATED
BLOCK
400
200
CONCRETE
BLOCK
FILLED WITH C45
CONCRETE
DETAIL OF COLUMN BC3
10
1:10SCALE
175
1000
SECTION
3
1:10SCALE
50mm THK. WELL
COMPACTED
CRUSHER FINE
50MM THICK
BLINDING
1000GAUGE
POLYTHENE
SHEET
WELL COMPACTED
SOIL (TYP)
3-T10
2-T10
T12@200c/c
50MM THICK
BLINDING
1000GAUGE
POLYTHENE
SHEET
DETAIL OF BEAM GB1
6
1:10SCALE
275
225
150
1800
FINISHED
GROUND LEVEL
TOP MOST COURSE
FILLED WITH
CONCRETE AND
TOP SURFACE
COPED
150 THK.
CONCRETE BLOCK
MASONRY WALL
(V
ER
IF
Y W
IT
H A
RC
H. D
RA
WIN
G A
LS
O)
225
T10@200c/c
T8@200c/c
600
(M
IN
IM
UM
)
350
EXISTING
GROUND LEVEL
150
600
T10@200c/c
SECTION
4
1:20SCALE
200 THK.CONCRETE
BLOCK MASONRY
WALL WITH C45
CONCRETE FILLING
400
DETAIL OF COLUMN BC4
11
1:10SCALE
CONCRETE
BLOCK
FILLED WITH C45
CONCRETE
400
200
400
200
800
300
SECTION
5
1:10SCALE
350
600
COMPOUND WALL
FOUNDATION
1000
SECTION
13
1:10SCALE
350
600
COMPOUND WALL
FOUNDATION
600
350
400
200
CONCRETE
BLOCK
FILLED WITH C45
CONCRETE
DETAIL OF COLUMN BC5
12
1:10SCALE
INSULATED
BLOCK
600
300
SECTION
14
1:10SCALE
350
(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.
ONLY EXTRA REINF. SHOWN IN SECTION)
SECTION
1:20SCALE
AMAS
SITE PLAN
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
KEY PLAN
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
3. WORKS ARE EXECUTED AS PER DRAWING NO:
DA029-AES-SC1A-F1-CL-ST-600 Rev-C02 AND TYPICAL SECTION ON
GENERAL STANDARD DRAWING NO: DA029-AES-SVA-ZZ-GN-ST-003
Rev-C02.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: RMN
0
DESIGNED BY:
ORIGIN DATE : 18.04.2016 ISSUED DATE: 19.04.2016
AMAS-VL-AB-13-ST-2012
SHOWN @ A1
A Subsidiary of Almoayyed Contracting Group
SOCIAL VILLA -SC1
FOUNDATION DETAILS
0
ISSUE FOR APPROVAL 11.06.2016 SNL
1600
4000
1400
2700
1800
3000
4200 1600
1400
54001900130018003800
20000
17000
1100
BC2 BC3
BC3
BC1
BC4
BC3
BC2
BC3
BC1
BC1
BC3
BC3
BC3
BC3
BC2
BC2
BC2
BC2
BC2
BC5
BC2BC3BC5
BC1 BC1 BC1
BC3
BC3
B6
B2
BC5
B3
B1
B5
B4
HCS SLAB PANEL SHALL
BE CHECKED WITH THE
WATER TANK LOAD OF
1000 LITRES CAPACITY
1200
1800
6
6
HCS
150 THK.
O
HC
S
15
0 T
HK
.
O
HC
S
15
0 T
HK
.
O
HC
S
15
0 T
HK
.
O
HCS
150 THK.
O
HCS
150 THK.
O
8
8
7 7
55
2 2
HCS
150 THK.
O
150 THK.RC SLAB WITH
T8@200c/c B.W
BC2
2. ALL BC COLUMNS EXTENDED UP TO THE TOP OF PARAPET WALL
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
HDPE SHADE CLOTH ON
APPROVED PROPRIETARY FRAME
WITH M.S. BRACKETS ANCHORED
TO WALL
C
H
S
1
1
4
x
3
.
2
m
m
C
H
S
1
1
4
x
3
.
2
m
m
C
H
S
1
1
4
x
3
.
2
m
m
C
H
S
1
1
4
x
3
.
2
m
m
WATER PUMP
PLINTH
2400
750
2875
+2.350SSL
150 T
HK
.1600m
m H
IG
H P
AR
AP
ET
(H
AT
CH
ED
A
RE
A)
FO
R V
ER
TIC
AL W
AT
ER
H
EA
TE
R
FIX
IN
G (A
S P
ER
S
.I N
O: 75)
9 9
4375
2200
PC1
PC1
3450
1100
800
500
150
DETAIL OF BEAM B1
1
1:15SCALE
POLYSTYRENE END PLUG
(TYP)/APPROVED DETAIL
AS PER SUPPLIER
40
0
HC
S
200
DETAIL OF BEAM B2 & B3
2
1:15SCALE
200
30
0
HC
S
HC
S
JOINT GROUT
(TYP)
DETAIL OF BEAM B4
3
1:15SCALE
225
30
0
HC
S
150
150 THK. PARAPET WALL.
REFER DRG. NO.
DA029-AES-SV-ZZ-GN-ST-003
FOR DETAILS (TYP)
100 125
DETAIL OF BEAM B5
4
1:15SCALE
225
30
0
HC
S
150
DETAIL OF BEAM B6
5
1:15SCALE
40
0
2-T12
T8@200c/c
2-T16
225
OUTSIDE
INSIDE
20
0
200
CONC. BLOCK
2-T16
SECTION
6
1:10SCALE
70
30
30
200
12mm THICK END PLATE
4nos. 14∅ HOLES FOR12∅ THROUGH BOLTS
8mm THICK STIFFENER PLATE
CHS 114x3.2mm
FRONT VIEW SIDE ELEVATION
70
70
20
0
30
30
2 Nos.12mm ∅ Bolt
70
70 3030 70
20
0
70
70
20
0
30
30
FABRIC CLAMPING PLATES FABRIC
THREADED
10 mm D SHAKLE
12mm G.I NUT
FABRIC FIXING DETAILS
DETAILS - A CORNER FABRIC FIXING DETAILS
8mm G.I WIRE ROPE
2mm G.I FABRIC
CLAMPING PLATES
60
50
90
50
90
60
TYPICAL CONNECTION DETAIL OF
CARPARKING SHADE FRAME
7
1:10SCALE
TOGGLE
HC
S
JOINT GROUT
POLYSTYRENE END PLUG
200 THK. HOLLOW
BLOCK MASONRY
200
4-T10
T8@200c/c
200
HC
S
HC
S
JOINT GROUT
POLYSTYRENE END PLUG
200T8@200c/c
4-T10
200 THK. HOLLOW
BLOCK MASONRY
200
HC
S
200 THK. HOLLOW
BLOCK MASONRY
150 THK. HOLLOW BLOCK
MASONRY WALL
TOP BLOCK FILLED
WITH CONCRETE
MORTAR COPING
POLYSTYRENE
END PLUG
200
BOTTOM BLOCK FILLED
WITH CONCRETE
650
4-T10
T8@200c/c
200
HC
S
200
150 THK. HOLLOW BLOCK
MASONRY WALL
TOP BLOCK FILLED
WITH CONCRETE
MORTAR COPING
BOTTOM BLOCK FILLED
WITH CONCRETE
650
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
200
HC
S
200 THK. HOLLOW
BLOCK MASONRY
150 THK. HOLLOW
BLOCK MASONRY
WALL
MORTAR COPING
POLYSTYRENE
END PLUG
200
BOTTOM BLOCK FILLED
WITH CONCRETE
1600
4-T10
T8@200c/c
200
150 T
HK
.1600m
m H
IG
H P
AR
AP
ET
F
OR
V
ER
TIC
AL
WA
TE
R H
EA
TE
R F
IX
IN
G (A
S P
ER
R
FI-166)
400
150
T8@200c/c
1-T12
1-T12
PARAPET
BEAM - PB1
400
150
PARAPET
COLUMN - PC1
15
0
400
4-T12@200C/C(DRILLED
INTO EXISTING BEAM)
T10@200c/c
AMAS
SITE PLAN
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
KEY PLAN
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
3. WORKS ARE EXECUTED AS PER DRAWING NO:
DA029-AES-SC1A-R1-CL-ST-601 Rev-C02, GARAGE CAR SHADE WORKS
EXECUTED AS PER APPROVED SHOP DRAWING DETAILS &
WATERPROOFING WORKS EXECUTED AS PER APPROVED
WATERPROOFING DETAILS.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: RMN
DESIGNED BY:
ORIGIN DATE : 18.04.2016 ISSUED DATE: 19.04.2016
AMAS-VL-AB-13-ST-2013
SHOWN @ A1
A Subsidiary of Almoayyed Contracting Group
SOCIAL VILLA -SC1
ROOF SLAB AND BEAM DETAILS
0
0
ISSUE FOR APPROVAL 11.06.2016 SNL