AS BUILThousing.gov.bh/ar/Projects/HousingDesign/HousesModels/...-0.050 SSL-0.150 FGL 400 400 150...
5
UP D E 2 3 -0.050 SSL 100 1660 2400 5200 1000 UP DN D E 2 3 5200 +3.125 SSL 2400 1660 8 @ 280 = 2240 1300 1660 8 @ 280 = 2240 1100 200 1100 DN D E 2 3 +6.585 SSL 5200 2400 1240 1380 9 @ 280 = 2520 1300 1100 200 1100 2 3 -0.050 SSL +3.125 SSL +6.585 SSL 175 +9.525 TOH +9.025 TOH FLB6A 175 1805 (10 EQ. RISERS) 188 1422 (8 EQ. RISERS) +4.780 SSL +1.560 SSL 175 PLINTH AT ROOF LEVEL NOT SHOWN IN SECTION FOR CLARITY FL2 FL1 FL3 FL4 125 +10.785 TOB (TYP) 1440 (8 EQ. RISERS) 215 175 175 CAPPING BEAM (TYP) 1680 T8- 200 (TYP) 2T10 (TYP) 1422 (8 EQ. RISERS) 143 175 175 T8-200 (FULL HEIGHT OF WALL) TRCB5 RCB2A FCB1 100 320 FLB6 +6.325 TOH TRCB3 100 510 500 CONSTRUCTION JOINT 4- T12 T8- 200 CONCRETE FILLED HOLLOW BLOCK 3 8T12 (EQUALLY PLACED) T10-200 T10-200 T10-200 8T12 T10-200 8T12 600 600 REFER ARCHITECTURAL DRAWINGS FOR EXACT SHAPE & SIZE OF STEP (TYP) FL1 600 1040 2335 3015 1970 8- T12 T12- 200 T10- 200 600 600 600 FL2 8- T12 8- T12 8- T12 T10- 200 600 T10- 200 3 2 REFER ARCHITECTURAL DRAWINGS FOR EXACT SHAPE & SIZE OF STEP (TYP) 1390 2905 1360 2450 REFER DETAIL 7 T10- 200 T12- 200 D E D E -0.050 SSL +9.525 TOH RCB2 RCB2 TRCB4 TRCB4A +3.125 SSL +10.785 TOB +6.585 SSL FCB2 FCB2 100 +6.325 TOH 1 : 50 GROUND FLOOR PLAN 1 1 : 50 FIRST FLOOR PLAN 2 1 : 50 ROOF LEVEL PLAN 3 SECTION SCALE 1 : 50 B 5 1 : 20 STAIR - FLIGHT- 1 REINFORCEMENT DETAILS 6 1 : 20 STAIR - FLIGHT- 2 REINFORCEMENT DETAILS 7 SECTION SCALE 1 : 20 C 8 REINFORCEMENT FOR FLIGHT FL3 & FL4 SIMILAR TO FLIGHT FL2 SECTION SCALE 1 : 50 A 4 NASS KHARAFI JV AB PROJECT: DRG.TITLE. AS SHOWN 110236 - AB - ST-01 - 005 VILLA TYPE 1 + 1A STAIRCASE DETAILS 1. DO NOT SCALE FROM THE DRAWINGS. 2. ALL DIMENSIONS ARE IN MILLIMETRES. NOTES: Consultant: Client: FAX: TELEPHONE: EMAIL: +973 1713 1252 +973 1751 0400 [email protected] Level 11, East Tower Bahrain World Trade Centre P.O Box 5668, Manama Kingdom of Bahrain MINISTRY OF HOUSING P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836 KINGDOM OF BAHRAIN STRATEGIC PROJECTS SECTION EAST HIDD HOUSING DEVELOPMENT CONSTRUCTION & MAINTENANCE OF 483 VILLAS MANAMA, KINGDOM OF BAHRAIN A1 Consultant: P.O. Box 50900, Manama Kingdom of Bahrain TEL: +973 17 822666 FAX: +973 17 820666 EMAIL: [email protected] AS BUILT
Transcript of AS BUILThousing.gov.bh/ar/Projects/HousingDesign/HousesModels/...-0.050 SSL-0.150 FGL 400 400 150...
UP
D
E
2 3
-0.050 SSL
10
0
1660
24
00
5200
10
00
UP
DN
D
E
2 3
5200
+3.125 SSL
24
00
1660
8 @ 280 = 2240
1300
1660
8 @ 280 = 2240
11
00
20
01
10
0
DN
D
E
2 3
+6.585 SSL
5200
24
00
1240
1380
9 @ 280 = 2520
1300
11
00
20
01
10
0
2 3
-0.050 SSL
+3.125 SSL
+6.585 SSL
17
5
+9.525 TOH
+9.025 TOH
FLB6A
1
7
5
18
05
(1
0 E
Q. R
IS
ER
S)
18
8
14
22
(8
E
Q. R
IS
ER
S)
+4.780 SSL
+1.560 SSL
17
5
PLINTH AT ROOF LEVEL NOT SHOWN
IN SECTION FOR CLARITY
FL2
FL1
FL3
FL4
12
5
+10.785 TOB (TYP)
14
40
(8
E
Q. R
IS
ER
S)
21
5
17
5
17
5
CAPPING BEAM
(TYP)
1680
T8- 200 (TYP)
2T10 (TYP)
14
22
(8
E
Q. R
IS
ER
S)
14
3
1
7
5
1
7
5
T8-200
(FULL HEIGHT OF
WALL)
TRCB5
RCB2A
FCB1
10
03
20
FLB6
+6.325 TOH
TRCB3
10
0
510
500
CONSTRUCTION
JOINT
4- T12
T8- 200
CONCRETE FILLED
HOLLOW BLOCK
3
8T12
(EQUALLY PLACED)
T10-200
T10-200
T10-200
8T12
T10-2008T12
6
0
0
6
0
0
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE & SIZE OF STEP (TYP)
FL1
600
1040
2
3
3
5
3015
1970
8- T12
T12- 200
T10- 200
6
0
0
6
0
0
600
FL2
8- T12
8- T12
8- T12
T10- 200
600
T10- 200
3
2
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE & SIZE OF STEP (TYP)
1390
2
9
0
5
13602450
REFER DETAIL 7
T10- 200
T12- 200
D E
D E
-0.050 SSL
+9.525 TOH
RCB2
RCB2
TRCB4
TRCB4A
+3.125 SSL
+10.785 TOB
+6.585 SSL
FCB2
FCB2
10
0
+6.325 TOH
1 : 50
GROUND FLOOR PLAN
1
1 : 50
FIRST FLOOR PLAN
2
1 : 50
ROOF LEVEL PLAN
3
SECTION
SCALE 1 : 50
B
5
1 : 20
STAIR - FLIGHT- 1
REINFORCEMENT DETAILS6
1 : 20
STAIR - FLIGHT- 2
REINFORCEMENT DETAILS7
SECTION
SCALE 1 : 20
C
8
REINFORCEMENT FOR FLIGHT FL3 & FL4
SIMILAR TO FLIGHT FL2
SECTION
SCALE 1 : 50
A
4
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-01 - 005
VILLA TYPE 1 + 1A
STAIRCASE DETAILS
1. DO NOT SCALE FROM THE DRAWINGS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
NOTES:
Consultant:
Client:
FAX:
TELEPHONE:
EMAIL:
+973 1713 1252
+973 1751 0400
Level 11, East Tower
Bahrain World Trade Centre
P.O Box 5668, Manama
Kingdom of Bahrain
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
STRATEGIC PROJECTS SECTION
EAST HIDD
HOUSING DEVELOPMENT
CONSTRUCTION & MAINTENANCE OF 483 VILLAS
MANAMA, KINGDOM OF BAHRAIN
A1
Consultant:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
1 2 3
A
B
C
D
E
F
G
H
UP
5
2 3
11
2
2 4
1
3
2
1
5
3
4
2
4
2
1
2
2
4
2
2
3
4
1
1
2
2
2
2
3
2
2
3
2
1
2
2
2
4
3
5
5
3
5
M. BEDROOM
BATH-2
BEDROOM-2
COURTYARD
BELOW
COURTYARD
BELOW
FAMILY
HALL
BEDROOM-3
ROOF
DECK
BATH-3
BEDROOM-4
ROOF
C
31
E
2
D
A
B
H
F
G
6 6
2
2
1
66
6
6
66
6
6
66
2
2
2
2
4
6 6
4
2
64
6
6
4
3
6
6
3
6
5
62
2
5 2
3
2
3
5
3
5
3
3
3
5
1- T12 (TYP)
1- T12 (TYP)
1- T12 (TYP)
CONCRETE
INFILLED (TYP)
CONCRETE
INFILLED (TYP)
CONCRETE
INFILLED (TYP)
CORNER
INTERSECTION
END
3
2
4
END
1
CONCRETE
INFILLED (TYP)
NON-LOAD BEARING TO
LOAD BEARING WALL
5
INFILL INSULATION WALL
6
OUTSIDE
INSIDE
1. DO NOT SCALE FROM THE DRAWINGS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
NOTES:
GROUND FLOOR (TYPE 1+1A)
1
RC COLUMN / WALL
LOAD BEARING HOLLOW BLOCK WALL
MINIMUM COMPRESSIVE STRENGTH OF HOLLOW BLOCKS:
* AT ALL OTHER LOCATIONS- 7MPa.
LEGEND:
NON-LOAD BEARING HOLLOW BLOCK WALL
(MINIMUM COMPRESSIVE STRENGTH = 7Mpa)
LOAD BEARING HOLLOW BLOCK WALL
MINIMUM COMPRESSIVE STRENGTH OF HOLLOW BLOCKS:
* ALONG GRID -(2) AT GROUND FLOOR LEVEL- 7MPa WITH
ALL HOLLOW INFILLED WITH CONCRETE.
INSULATION BLOCK WALL
IN CASE EXTERNAL WALL SIDE
OPEN TO AIR THEN SHOULD BE
INSULATED
NOTE:
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-01 - 006
VILLA TYPE 1 + 1A
GROUND + FIRST LEVEL
FILL CONCRETE LAYOUT
Consultant:
Client:
FAX:
TELEPHONE:
EMAIL:
+973 1713 1252
+973 1751 0400
Level 11, East Tower
Bahrain World Trade Centre
P.O Box 5668, Manama
Kingdom of Bahrain
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
STRATEGIC PROJECTS SECTION
EAST HIDD
HOUSING DEVELOPMENT
CONSTRUCTION & MAINTENANCE OF 483 VILLAS
MANAMA, KINGDOM OF BAHRAIN
A1
Consultant:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
SCALE 1 : 50
FIRST FLOOR (TYPE 1+1A)
2
SCALE 1 : 50
C1
C2
W1
C7
W2
W3
C8
C9
GB3
GB1
GB1A
GB2
-0.050 TOB
-0.050 SSL
-0.050 SSL
1 2 3
A
B
C
D
E
F
G
H
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
(NO COLUMN-C2 FOR
BACK TO BACK OPTION)
-0.050 TOB
-0.050 TOB
250 THK
RAFT SLAB
-0.050 SSL
UP
1:100
MANHOLES
(TYP)
SLO
PE
-0.050 TOB
-0.125 SSL
PLINTH FOR WATER
TANK AND PUMPS
MH
MH
C1
C2
W1
C7
W2
W3
C8
C9
GB3
GB1
GB1A
GB2
-0.050 TOB
-0.050 SSL
-0.050 SSL
1 2 3
A
B
C
D
E
F
G
H
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
OUTLINE OF COURTYARD WALL
FOR BACK TO BACK OPTION
(TYPE - 1A)
NO COURTYARD WALLS FOR
BACK TO BACK OPTION(TYPE-1)
(NO COLUMN-C2 FOR
BACK TO BACK OPTION)
-0.050 TOB
-0.050 TOB
250 THK
RAFT SLAB
-0.050 SSL
UP
1:100
MANHOLES
(TYP)
SLO
PE
-0.050 TOB
-0.125 SSL
MH
MH
9000
100 3600 5200 100
20000
100
100
2400
3400
2400
3100
3600
3700
1200
1700
9000
100 3600 5200 100
20000
100
100
2400
3400
2400
3100
3600
3700
1200
1800
1100
200
PLINTH FOR WATER
TANK AND PUMPS
1800
1100
200
-0.150 TOB -0.150 TOB
C1
C2
W1
W2
W3
C7
UP
DN
FLB1
FLB5
FLB4
FLB
3
FLB
2
FC
B1
FCB1A
FB1
FB1
FC
B1
FC
B1
FC
B1
FC
B1
FC
B1
FB2
FC
B1B
FC
B1
FC
B1
FCB1A
FC
B1
FC
B1
+3.125 TOH
+3.125 TOH
CANTILEVER RC SLAB
FOR DETAILS REFER TO
SECTION-N1
NO CANTILEVER SLAB
FOR BACK TO BACK
OPTION (TYPE 1)
FC
B1
150 THK.
HCS
150 THK.
HCS
150 THK. HCS
150 THK. HCS
150 THK.
HCS
150 THK.
HCS
150 THK.
HCS
150
THK.
HCS
FB
5
FB3
W2
FC
B1
FC
B1
NON-LOAD
BEARING
BLOCK WALL
ON HCS
FB4
FCB1A
200x400 OPENING
200x900
OPENING
+3.200 TOB
+3.050 TOH
+3.050 TOH
+3.125 SSL
NON-LOAD
BEARING BLOCK
WALL ON HCS
FCB1A
FCB1A
1 2 3
A
B
C
D
E
F
G
H
+3.200 TOB
+3.125 SSL
LB
2
150 THK.
HCS
+4.310 TOC
FOR WINDOW OPENING
IN RC WALL REFER
TO ARCHITECTURAL
DRAWING
C1
C2
W2
DN
RB1
RLB6
RLB5
RLB1
RLB1
RC
B1
RLB
3
RLB
2
RC
B3
RCB1A
RC
B3
RC
B1
RC
B1
RB1
RB
2
RLB4
RC
B1
RC
B1
150 THK.
HCS
150 THK.
HCS
150 THK.
HCS
200 THK.
HCS
150
THK.
HCS
+6.585 SSL
PLINTH FOR MEP
PLANTS (TYP)
150 THK. HCS
150 THK. HCS
RCB1A2
RC
B1B
RC
B2A
+6.325 TOH
+6.325 TOH
RCB2
RCB2
1 2 3
A
B
C
D
E
F
G
H
CANTLEVER SLAB
(NO CANTILEVER SLAB FOR BACK TO
BACK OPTION (TYPE 1) AND PROVIDE
RCB1A INSTEAD OF RB1)
+5.400 TOB
RC
B1
+5.950 SSL
TOP OF COLUMN +6.425
TOP OF COLUMN +6.425
RC
B1
+5.400 TOB
+7.585 TOC
+7.585 TOB
+7.585 TOB
+7.585 TOB
+8.855 TOW
D
E
2 3
5200
2400
TRCB4A
TR
CB
5
TR
CB
3
150 THK. HCS
+9.525 TOH
TRCB4
TRCB1
TR
CB
2
2100
+9.025 TOH
150 THK.PLINTH
FOR WATER TANK
AND PUMPS
1950
290
150 THK.
HCS
+10.785 TOB
9000
100 3600 5200 100
20000
100
100
2400
3400
2400
3100
3600
3700
1200
9000
100 3600 5200 100
20000
100
100
2400
3400
2400
3100
3600
3700
1200
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-01 - 001
VILLA TYPE 1 + 1A
GROUND+FIRST+ROOF+
STAIR ROOF LEVEL GA PLANS
1. DO NOT SCALE FROM THE DRAWINGS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
NOTES:
Consultant:
Client:
FAX:
TELEPHONE:
EMAIL:
+973 1713 1252
+973 1751 0400
Level 11, East Tower
Bahrain World Trade Centre
P.O Box 5668, Manama
Kingdom of Bahrain
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
STRATEGIC PROJECTS SECTION
EAST HIDD
HOUSING DEVELOPMENT
CONSTRUCTION & MAINTENANCE OF 483 VILLAS
MANAMA, KINGDOM OF BAHRAIN
A1
Supervision:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
SCALE 1 : 100
GROUND FLOOR PLAN (TYPE 1)
1
SCALE 1 : 100
GROUND FLOOR PLAN (TYPE 1A)
2
NOTE:
ADD 15MM EXTRA(RAFT) FOR SIDES
OF ADJACENT VILLAS ONLY.
SCALE 1 : 100
FIRST FLOOR PLAN (TYPE 1 + 1A)
3
SCALE 1 : 100
ROOF LEVEL PLAN (TYPE 1 + 1A)
4
NOTE:
TOP LEVEL OF BEAMS RLB5, RLB6, RLB1,
RCB1A2 AND RB1 IS +6.425 m.
SCALE 1 : 100
STAIR ROOF PLAN (TYPE 1 + 1A)
5
-0.050 SSL
-0.150 FGL
400
400 150
250
500
3T16
T16-200
T16-200 BW (TOP & BOTTOM)
SECTION
SCALE 1 : 25
V
2
50mm THK.
BLINDING
1 2
-0.050 SSL
3600
RAFT
300
VA
RIE
S
REFER TO STANDARD
DRAWING FOR MANHOLE
STRUCTURAL DETAILS
SECTION
SCALE 1 : 50
A
1
100
50mm THK.
BLINDING
400
1
GB3
-0.050 TOB
-0.150 FFL-0.150 FGL
SECTION
SCALE 1 : 25
C
3
50mm THK.
BLINDING
-0.050 SSL
-0.150 FGL
400
1000 150
250
500
6T16T16-200
T16-200 BW (TOP & BOTTOM)
SECTION
SCALE 1 : 25
W
6
50mm THK.
BLINDING
3
-0.050 TOB
200
200
400
-0.150 FFL
GB1
4T10
T8-200
-0.150 FGL
+1.650 TOB
SECTION
SCALE 1 : 25
D
4
50mm THK.
BLINDING
-0.050 SSL
1400 150
250
150
500
T16-200 BW (TOP & BOTTOM)
8T16T16-200
150
500
SECTION
SCALE 1 : 25
U
5
50mm THK.
BLINDING
200
200
150
(M
IN
)
-0.150 FGL
4T10
T8-200
CONCRETE
INFILL
T8-200
200 x 200
CAPPING BEAM
CONCRETE
INFILL
600
600
T12-200
T10-200
+1.650 TOB
T10-200
2T10
-0.020 TOC
NOTE:
NO EXCAVATION BELOW TOP OF FOOTING WITHOUT
PROVISION OF TEMPORARY WORKS TO SUPPORT
LATERALLY THE WALL. FOOTING TO BE FIRMLY
BACKFILLED
SECTION
SCALE 1 : 40
B
7
50mm THK.
BLINDING
GH
-0.125 SSL
SLOPE
A
-0.050 SSL
-0.150 FGL
400
400
(TYP)
150
SECTION
SCALE 1 : 40
G
8
SECTION
SCALE 1 : 40
N
9
50mm THK.
BLINDING
50mm THK.
BLINDING
FCB1B
150THK. HCS
+3.050 TOH
410
F
150THK. HCS
FCB1A
+3.125 TOH
2
FCB1
+3.125 TOH
150THK. HCS
+3.125 SSL
T10-200 (TYP)
2
FLB2
FLB3
+3.125 TOH
150THK. HCS
2
150THK. HCS
+3.125 TOH
FB5
+3.125 SSL
150THK. HCS
2
150THK. HCS
+3.125 TOH
FCB1
LB2
+3.050 TOH
D
150THK. HCS
FLB4
+3.125 TOH
150910
40
H
+3.125 TOH
FB3
FB2
150THK. HCS
150THK. HCS
+3.050 TOH
200
150
50
+4.310 TOC
50
400
+3.125 TOH
FB1
500
150
T10-200 T&B
T8-200
150THK. HCS
200THK. HCS
RCB3
+6.325 TOH
1T8 (TYP)
T10- 200 (TYP)
100
+7.585 TOB
TYPICAL FOR
ALL CASES
200THK. HCS
RCB3
+6.325 TOH
+7.585 TOB
2T10
4T10
T8- 200
T8
400
300
WALL
PLANTED COLUMN
2
+6.585 SSL
150THK. HCS
RCB2A
+6.325 TOH
2
150THK. HCS
RLB2
RLB3
+6.325 TOH
CONCRETE
(TYP)
+7.585 TOB
2T10
T8-200
CAPPING BEAM
G
RLB4
200THK. HCS
+6.325 TOH
+7.585 TOC
A
150THK. HCS
150
RB1
600
+5.950 SSL
+6.325 TOH
+7.585 TOC
T10-200 T&B
T8-200 T&B
100
+6.325 TOH
+3.200 FFL
±0.000 FFL
+6.325 TOH
+3.200 FFL
±0.000 FFL
RAFT
RAFT
CONCRETE
(TYP)
+7.585 TOC
OUTER GRID
-0.150 FGL-0.150 FGL
+7.585 TOC
100
(T
YP
)
75
(T
YP
)
T8- 200 (TYP.)
2T10 (TYP.)
+3.125 TOH +3.125 TOH
OUTER GRID
G
ROOF
BEAM
+6.325 TOH
+7.585 TOC
T10- 200
4T10
T8- 200
4T10 (PROVIDE DOWELS
FROM ROOF BEAMS)
T8-200
2
TRCB5
150THK. HCS
500
TRCB2
+9.525 TOH
+9.025 TOH
+10.785 TOB
T8-200
2T8
E
TRCB1
+9.025 TOH
150THK. HCS
+7.585 TOB
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-01 - 003
VILLA TYPE 1 + 1A
GROUND+FIRST+ROOF+
STAIR ROOF LEVEL - SECTIONS
1. DO NOT SCALE FROM THE DRAWINGS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
NOTES:
Consultant:
Client:
FAX:
TELEPHONE:
EMAIL:
+973 1713 1252
+973 1751 0400
Level 11, East Tower
Bahrain World Trade Centre
P.O Box 5668, Manama
Kingdom of Bahrain
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
STRATEGIC PROJECTS SECTION
EAST HIDD
HOUSING DEVELOPMENT
CONSTRUCTION & MAINTENANCE OF 483 VILLAS
MANAMA, KINGDOM OF BAHRAIN
A1
Consultant:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
SECTION
SCALE 1 : 20
E
12
SECTION
SCALE 1 : 20
H
13
SECTION
SCALE 1 : 20
J
14
SECTION
SCALE 1 : 20
L
16
SECTION
SCALE 1 : 20
M
17
SECTION
SCALE 1 : 20
F
10
SECTION
SCALE 1 : 20
K
15
SECTION
SCALE 1 : 20
G1
11
SECTION
SCALE 1 : 20
N1
18
SECTION
SCALE 1 : 20
P
22
SECTION
SCALE 1 : 20
Q23
SECTION
SCALE 1 : 20
R
21
AT WALL LOCATION AT PLANTED COLUMN LOCATION
SECTION
SCALE 1 : 20
G219
SECTION
SCALE 1 : 20
N220
SCALE 1 : 40
TYPICAL WALL SECTIONS
26
SCALE 1 : 40
TYPICAL RC PARAPET
WALL DETAILS27
SCALE 1 : 40
PARTIAL ELEVATION
27a
SECTION
SCALE 1 : 40
X
27b
SECTION
SCALE 1 : 40
Y
27c
SECTION
SCALE 1 : 40
S
24
SECTION
SCALE 1 : 40
T
25
C1
C2
W1
C7
W2
W3
C8
C9
GB3
GB1
GB1A
GB2
-0.050 TOB
-0.050 SSL
-0.125 S
SL
-0.050 SSL
1 2 3
A
B
C
D
E
F
G
H
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
NO STRUCTURAL
SLAB
(NO COLUMN-C2 FOR BACK
TO BACK OPTION)
-0.050 TOB
-0.050 TOB
250 THK
RAFT SLAB
-0.050 SSL
UP
-0.050 TOB
-0.125 SSL
NO COURTYARD WALLS FOR
BACK TO BACK OPTION(TYPE-1)
MH
MH
GROUND TO
FIRST FLOOR
LEVELS
MARKS
C1 C2 C7 C8 C9
MAIN BARS : 8 T12
LINKS : 2 T8- 200
MAIN BARS : 4 T12 + 2 T10
LINKS : 2 T8- 200
MAIN BARS : 6 T12
LINKS : 2 T8- 200
MAIN BARS : 4 T12
LINKS : T8- 200
2 T10
MAIN BARS : 4 T12 + 2 T10
LINKS : 2 T8- 200
2 T10
BEAM
MARKS
SIZE (mm)
WIDTH DEPTH
200GB1 400
GB2
GB3
200 400
200 400
300GB1A 400
MARKTHICKNESS
W1200
W2200
W3200
SIZE
2000x200
2000x200
1700x200
TOP BAR
BOTTOM BAR
SIDE BAR
LINK
C1
C2
W1
W2
W3
C7
UP
DN
FLB1
FLB5
FLB4
FLB
3
FLB
2
FC
B1
FCB1A
FB1
FB1
FC
B1
FC
B1
FC
B1
FC
B1
FC
B1
FB2
FC
B1B
FC
B1
FC
B1
FCB1A
FC
B1
FC
B1
+3.125 TOH
+3.125 TOH
FC
B1
150 THK.
HCS
150 THK.
HCS
150 THK. HCS
150 THK. HCS
150 THK.
HCS
150 THK.
HCS
150 THK.
HCS
150
THK.
HCS
FB
5
FB3
W2
FC
B1
FC
B1
FB4
FCB1A
+3.200 TOB
+3.050 TOH
+3.050 TOH
+3.125 SSL
FCB1A
FCB1A
1 2 3
A
B
C
D
E
F
G
H
+3.200 TOB
+3.125 SSL
LB
2
150 THK.
HCS
+4.310 TOC
FIRST FLOOR
TO ROOF LVL.
LEVELS
MARKS
C1 C2 C7
MAIN BARS : 8 T12
LINKS : 2 T8- 200
MAIN BARS : 6 T12
LINKS : 2 T8- 200
MAIN BARS : 4 T12
LINKS : T8- 200
BEAM
MARKS
SIZE (mm)
200
WIDTH DEPTH
FB5
FB4
FB3
FB2
FB1
FCB1
FCB1A
FLB1
FLB2
FLB3
FLB4
FLB5
FLB6
FLB6A
200
200
200
200
200
200
200
200
200
200
200
200
200
445
400
600
655
695
275
445
445
275
275
445
445
350
355
FCB1B 200 410
STAIR LANDING GF
STAIR LANDING FF
MARKTHICKNESS
W1200
W2200
W3200
SIZE
2000x200
2000x200
1700x200
C1
C2
W2
DN
RB1
RLB6
RLB5
RLB1
RLB1
RC
B1
RLB
3
RLB
2
RC
B3
RCB1A
RC
B3
RC
B1
RC
B1
RB1
RB
2
RLB4
RC
B1
RC
B1
150 THK.
HCS
150 THK.
HCS
150 THK.
HCS
200 THK.
HCS
150
THK.
HCS
+6.585 SSL
PLINTH FOR MEP
PLANTS (TYP)
150 THK. HCS
150 THK. HCS
RCB1A2
RC
B1B
RC
B2A
OPENING
OPENING
UPSTAND
(TYP)
+6.325 TOH
+6.325 TOH
RCB2
RCB2
1 2 3
A
B
C
D
E
F
G
H
+5.400 TOB
RC
B1
+5.950 SSL
TOP OF COLUMN +6.425
TOP OF COLUMN +6.425
RC
B1
+5.400 TOB
+7.585 TOC
+7.585 TOB
+7.585 TOB
+7.585 TOB
+8.855 TOW
ROOF LVL.
LEVELS
MARKS
C1 C2
MAIN BARS : 4 T12
LINKS : T8- 200
MAIN BARS : 4 T12
LINKS : T8- 200
BEAM
MARKS
SIZE (mm)
WIDTH DEPTH
RB2
RB1
RCB1
RCB1A
RCB2
RCB3
RLB1
RLB2
RLB3
RLB4
RLB5
RLB6
200
200
200
200
200
200
200
200
200
200
200
200
625
510
300
570
730
250
570
300
300
470
570
570
RCB1B
200 510
RCB2A
200 300
RCB1A2
200 570
MARKTHICKNESS
W2200
SIZE
2000x200
SCALE 1 : 100
GROUND FLOOR PLAN (TYPE 1 & 1A)
1
SCHEDULE OF COLUMNS
SCHEDULE OF BEAMS
SCHEDULE OF RC WALLS
TYPICAL SECTION OF BEAM
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-01 - 004
VILLA TYPE 1 + 1A
GROUND+FIRST+ROOF LEVEL
SCHEDULES
1. DO NOT SCALE FROM THE DRAWINGS.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
NOTES:
Consultant:
Client:
FAX:
TELEPHONE:
EMAIL:
+973 1713 1252
+973 1751 0400
Level 11, East Tower
Bahrain World Trade Centre
P.O Box 5668, Manama
Kingdom of Bahrain
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
STRATEGIC PROJECTS SECTION
EAST HIDD
HOUSING DEVELOPMENT
CONSTRUCTION & MAINTENANCE OF 483 VILLAS
MANAMA, KINGDOM OF BAHRAIN
A1
Supervision:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
SCALE 1 : 100
FIRST FLOOR PLAN (TYPE 1 &1A)
2
SCHEDULE OF COLUMNS
SCHEDULE OF BEAMS
SCHEDULE OF RC WALLS
SCALE 1 : 100
ROOF LEVEL PLAN (TYPE 1 & 1A)
3
SCHEDULE OF COLUMNS
SCHEDULE OF BEAMS
SCHEDULE OF RC WALLS
