structural drawings (proto...
TRANSCRIPT
PROJECT: MADINAT SALMAN SOCIAL HOUSING, KINGDOM OF BAHRAIN @ BUDAIYA
STRUCTURAL DRAWINGS (PROTO TYPE–1A,1B&1C)
SNO DRAWING TITLE DRAWING NUMBER
01 (PROTO TYPE-1A,1B&1C) -FOUNDATION LAYOUT & SLAB LAYOUT ACM/C1502/DWG/PRT-01-S-101
02 SECTIONS AND R.C DETAILS - (PROTO TYPE-1A,1B&1C) ACM/C1502/DWG/PRT-01-S-102
03 STAIR CASE DETAILS -(PROTO TYPE-1A,1B&1C) ACM/C1502/DWG/PRT-01-S-103
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
SSL+0.400
P
RO
TY
PE
-1
P
RO
TY
PE
-1
S1
S2
200 THK. RAFT SLAB
600 W x200 THK.
FOUNDATION
600 W x200 THK.
FOUNDATION
600 W x200 THK.
FOUNDATION
S3
S4
200 THK.
RC UPSTAND
(TYP)
200 THK.
RC UPSTAND (TYP)
200 THK.
RC UPSTAND
(TYP)
600
800
82
5
800
13
50
600
60
0
100
60
02
25
0
100 100
82
5
600
100
10
01
00
R
1
2
0
0
100
80
0
75
500
100
S13
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
4
5
19
00
600 W x200 THK.
FOUNDATION
600 W x200 THK.
FOUNDATION
200 THK.
RC UPSTAND (TYP)
200 THK.
RC UPSTAND (TYP)
600
800
80
0
800
17
80
600
60
0
100
80
0
600
10
0
100
UP
UP.
FPL±0.000
FPL±0.000
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
SSL+0.400
P
RO
TY
PE
-1
P
RO
TY
PE
-1
S1
S2
100 THK.
BLOCK WALL
(BOUNDRY WALL)
200 THK.
BLOCK WALL
(BOUNDARY WALL)
100 THK.
BLOCK WALL
200 THK.
BLOCK WALL
100 THK.
BLOCK WALL
(BOUNDARY WALL)
(BOUNDARY WALL)
(BOUNDARY WALL)
S3
S4
60
02
25
0
100 100
D3 D3D1
D1
D3
D3
D3
D2
D1
D1
D1
D1
D1
D1
D1
D2
D2
D2
SSL+0.400
100 THK.
SLAB ON GRADE
D1
D1
A252 BASIC
MESH (TOP)
A252 BASIC
MESH (TOP)
UP.
200 THK.
RAFT SLAB
S5
S6
100 THK.
SLAB ON GRADE
S7
D1
C1 C1
D1
80
0
75
500
100
D1
D1
UP
FPL±0.000
4
5
19
00
45
75
P
RO
TY
PE
-1
P
RO
TY
PE
-1
100 THK.
BLOCK WALL
200 THK.
BLOCK WALL
100 THK.
BLOCK WALL
(BOUNDARY WALL)
(BOUNDARY WALL)
(BOUNDARY WALL)
S3
S4
C1
D2
D1
D1
D1
D1
D1
D2
100 THK.
SLAB ON GRADE
C1
D3
D1
A252 BASIC
MESH (TOP)
UP.
200 THK.
RAFT SLAB
D1
D1
D1
D3
17
80
D1
UP. DN.
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
SSL+3.570
P
RO
TY
PE
-1
P
RO
TY
PE
-1
B4
B4
B5
HCS
200
B1
RB
RB
RB
RB
RB
RB
RB
RB
RB
B2
LANDING BEAM
D3 D3
D2
D2D3
D2
D1 D1
RB
RB
D1
S3
D1
C1
C1
B4
GRC TRELLIS
80
0
75
500
100
D1
RB
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
SSL+6.740
P
RO
TY
PE
-1
PR
OT
YP
E-1
HCS
200
RB
RB
PARAPET WALL
B1
B2
LANDING LEVEL
RB
SSL+6.740
RB
RB
RB
RB
RB
S8
RB
S9
D3 D3
D3
D3
D3
D1
D1
B3
80
0
75
500
100
D1
D1
1
2
3
4
5
13
40
0
34
00
35
25
19
00
45
75
SSL+9.960
P
RO
TY
PE
-1
P
RO
TY
PE
-1
200 THK. CAST IN SITU
S10
MESH T12-200 T&B
HC
S
20
0
PARAPET WALL
WATER TANK SIZE
2500x1000x1000 HIGH (600mm
WATER HIGHT)
LOAD USED IN DESIGN = 50 kN
RB
RB
B3
RB
RB
RB
S12
S11
RB1
80
0
75
500
100
A B C D
7750
2200 1350 4200
3
4
5
13
40
0
19
00
45
75
SSL+9.960
P
RO
TY
PE
-1
P
RO
TY
PE
-1
S10
HCS
200
PARAPET WALL
RB
RB
RB
RB
RB
RB
RB
RB
17
80
D2 D2
RB1
80
0
75
500
100
A B C D
7750
2200 1350 4200
3
4
5
13
40
0
19
00
45
75
SSL+6.740
P
RO
TY
PE
-1
P
RO
TY
PE
-1
RB
RB
B1
B2
LANDING LEVEL
RB4
RB
RB
D3
D1
D1
B3
80
0
75
500
100
D1
D1
A
1
B C D
2
3
4
5
13
40
0
34
00
35
25
19
00
7750
2200 1350 4200
45
75
P
RO
TY
PE
-1
P
RO
TY
PE
-1
S1
S3
S4
60
02
25
0
100 100
BASIC MESH
T16-200 TOP (HOR.)
T12-200 TOP (VER.) &
T12-200 BOT (HOR.)
T12-200 BOT (VER.)
T12-200
L = 3000
T12-200 (B)
L = 1200
S2
80
0
75
500
100
3
4
5
13
40
0
19
00
45
75
SSL+9.960
P
RO
TY
PE
-1
P
RO
TY
PE
-1
200 THK. CAST IN SITU
S10
MESH T12-200 T&B
HC
S
20
0
PARAPET WALL
RB
RB
B3
RB
RB
RB
S12
RB5
80
0
75
500
100
PROJECT:
MAIN CONTRACTOR:
DRAWING TITLE:
SCALE DATE
DRAWN BY JOB NO.
AS SHOWN
NN
22-01-2017
DRG NO.
CLIENT:
SUPERVISION CONSULTANT:
STATUS:
AS BUILT DRAWING
1502
MADINAT SALMAN SOCIAL HOUSING,
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
DESIGN CONSULTANT:
ACM/C1502/DWG/PRT-01-S-101
(PROTO TYPE - 1A,1B &1C) FOUNDATION
LAYOUT & SLAB LAYOUT
FOUNDATION LAYOUT FOUNDATION REINFORCEMENT LAYOUT
GROUND FLOOR SLAB LAYOUT
GROUND FLOOR SLAB LAYOUT (1B & 1C)
PART PLAN
FOUNDATION LAYOUT (1B & 1C)
FIRST FLOOR SLAB LAYOUT
SECOND FLOOR SLAB LAYOUT (PRT-1A)
ROOF FLOOR SLAB LAYOUT
ROOF FLOOR SLAB LAYOUT (VILLA TYPE - 1B & 1C
SECOND FLOOR SLAB LAYOUT (PRT-1B)
ROOF FLOOR SLAB LAYOUT (PRT-1B)
3400 (NTS)
200mm BLOCKWORK
(TYP)
250 200
200 THK.
RAFT FOUNDATION
(GROUND FLOOR SLAB)
250200
22001350 4200
200mm BLOCKWORK
LOAD BEARING (TYP)
200mm BLOCKWORK
(TYP)
250 200
200 THK.
RAFT FOUNDATION
(GROUND FLOOR SLAB)
250200
20
04
00
PROTYPE-2
20
0
PROTYPE-2
200
SELECTED GRANULAR FILL OF COMPACTED
IN TWO LAYERS NOT EXCEEDING 200mm TO
95% MDD
BITUMINOUS COATING TO
SPECIFICATION
50mm BLINDING
POLYTHENE SHEET 1000g
SELECTED GRANULAR FILL OF COMPACTED
IN TWO LAYERS NOT EXCEEDING 200mm TO
95% MDD
BITUMINOUS COATING TO
SPECIFICATION
50mm BLINDING
POLYTHENE SHEET 1000g
50mm
SSL+0.400
FPL±0.00
SSL+0.400
SSL+0.400
SSL+0.400
FPL±0.00
50mm
40
02
00
T12-200
10-T16
T12-200
10-T16
T12-200
10-T16
T12-200
10-T16
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
200mm BLOCKWORK
(TYP)
T12-200
EXTRA BOTTOM
T12-200
T12-200 BOTTOM EXTRA
T12-200
EXTRA BOTTOM
EXTRA BOTTOM
1000
1000
1000
1000
T12-200
T16-200
T12-200
T12-200
T16-200
T12-200
200mm BLOCKWORK
(TYP)
1900
4575(NTS) 3525 (NTS)
VARIES
1550200
200mm BLOCKWORK
LOAD BEARING (TYP)
1675 (NTS)
200
200mm BLOCKWORK
(TYP)
250200
20
04
00
PROPOSED
PROTYPE-1
50mm
SSL+0.400
250 200
L L
20
04
00
12mm EXPANSION JOINT
WITH TREATED FIBREBOARD
FILLER PIECE FOR ADJACENT
HOUSE (TYP)
12
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
100 THK.
SLAB ON GRADE
FOR DETAILS REFER
TO LAYOUT
HOLLOW BLOCK WORK
REFER TO ARCH. DETAILS
T12-200
T10-200
6-T12
100
HOLLOW BLOCK FILLED
WITH CONCRETE
FPL±0.00
400 200
+3.620
T.O.B
BEAM (B4)
10
0
20
02
00
T10-300
GRC TRELLIS
2 T16
2 T16
T10-200
250
40
0
2 T16
2 T16
T10-200
250
50
0
BEAM B5
T12-200
T10-200
6-T12
+0.40 (SSL)
400 200
20
02
00
T10-300
±0.00 (T.O.F)
20
0
HOLLOW BLOCK
FILLED WITH
CONCRETE
100
HOLLOW BLOCK WORK
100 THK. SLAB ON
GRADE
T12-200
T10-200
6-T12
400 200
20
02
00
T10-300
-0.20 (TOF)
100
HOLLOW
BLOCK WORK
FPL±0.00
200mm BLOCKWORK
LOAD BEARING (TYP)
PROPOSED
PROTYPE-2
SSL+0.400
50mm
T12-200
T12-200
T16-200
T12-200
70
0
20
0
200500200
FILLED WITH
NON STRUCTURAL
SCREED
20
0
LONG RADIUS
SECTION
T12-200
T10-200
6-T12
FPL±0.00
400 200
20
02
00
T10-300
-0.20 (TOF)
15
0
15
0
HOLLOW BLOCK WORK
HOLLOW BLOCK FILLED
WITH CONCRETE
20
0
300300
15
0
200
SSL+0.400
A 252 MESH
SLAB ON GRADE
T12-200
T10-200
100 THK. SLAB ON
GRADE FOR DETAILS
REFER TO LAYOUT
FPL±0.00
10
0
200
2650 (NTS)
30
200mm BLOCKWORK
(TYP)
250200
20
04
00
PROPOSED
PROTYPE-1
50mm
SSL+0.400
250 200
LL
20
04
00
12mm EXPANSION JOINT
WITH TREATED FIBREBOARD
FILLER PIECE FOR ADJACENT
HOUSE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
WITH STARTER BAR
12
400
20
0
IN FILLED BLOCK
WITH 2-T12
IN FILLED BLOCK
WITH 3-T12
200 200
20
02
00
40
0
400
IN FILLED BLOCK
WITH 4-T12
200 200 200
600
20
0
40
0
250
25
0
4 T16
T10-200
HOLLOW BLOCK WORK
T12-200
T10-200
6-T12
200
HOLLOW BLOCK FILLED
WITH CONCRETE
FPL±0.00
200 200 200
600
20
0
T10-300
20
0
50mm SCREED
CONSTRUCTION
JOINT
2-T8
SSL+9.960
T8-200 LINKS
4-T12PRECAST HOLLOWCORE
CONCRETE SLAB
20
0
200
50
170
TOP+11.060
30
200mm HOLLOW
BLOCK
SSL+6.740
PRECAST HOLLOWCORE
CONCRETE SLAB
3-T16
TOP MAIN BAR TO BE
ANCHARED 150mm IN
TO RING BEAM (RB)
T8-200 LINKS
15
0
200
3-T16
3-T16
45
0
BEAM B3
HOLLOW BLOCK
FILLED WITH
CONCRETE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
200mm HOLLOW
BLOCK
20
0
CONSTRUCTION
JOINT
2-T8
SSL+6.740
T8-200 LINKS
4-T12
PRECAST HOLLOWCORE
CONCRETE SLAB
15
0
200
17030
PARAPET WALL
(BLOCK WORK)
11
50
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
200mm HOLLOW
BLOCK
20
0
SECTION
PARAPET WALL
(BLOCK WORK)
50mm SCREED
CONSTRUCTION
JOINT
1-T12
SSL+9.960
T8-200 LINKS
4-T12
GRC CLADDED
BEAM
GRC TRELLIS
AS
P
ER
A
RC
H.
170 30
200
PRECAST HOLLOWCORE
CONCRETE SLAB
TOP+11.060
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
152x89x16UB
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
SSL+9.960
RING BEAM (RB)
PA
RA
PE
T W
AL
L A
S P
ER
A
RC
H.
200
20
0
20
0
4-T12
T8-200 LINKS
1-T12
PRECAST HOLLOWCORE
CONCRETE SLAB
17030
50mm SCREED
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
200mm HOLLOW
BLOCK
2-T8
SSL+9.960
T8-200 LINKS
4-T12PRECAST
HOLLOWCORE
CONCRETE SLAB
20
0
200
170 30
PARAPET WALL
(BLOCK WORK)
11
00
50mm SCREED
580VARIES
RB
HOLLOW BLOCK
FILLED WITH
CONCRETE (TYP)
HOLLOW BLOCK
FILLED WITH
CONCRETE (TYP)
200mm HOLLOW
BLOCK
20
0
20
20
0
110 90
CONSTRUCTION
JOINT (OPTIONAL)
4-T12
T8-200 LINKS
PRECAST CORE SLAB
20mm GROUT JOINT
UNDER SLAB (TYP.)
200mm CONCRETE
BLOCKWALLS
1-12
HOLLOW BLOCK FILLED
WITH CONCRETE (TYP)
HOLLOW BLOCK
FILLED WITH
CONCRETE (TYP)
1-T8 (TYP)
2 T20
4 T16
T10-150
200
45
0
2 T16
MARK
WIDTH
250
DEPTH
400
(mm) (mm)
SCHEDULE OF BEAMS
MARK
WIDTH
REMARKS
B1
DEPTH
(mm) (mm)
SCHEDULE OF BEAMS
RB 200
RING BEAM
200
B2 200 400
LANDING LEVEL
B4
B5
250 400
250 500
4 T12
T10-200
200
50
0
2 T16
4 T12
T10-200
200
60
0
2 T16
PROJECT:
MAIN CONTRACTOR:
DRAWING TITLE:
SCALE DATE
DRAWN BY JOB NO.
AS SHOWN
NN
22-01-2017
DRG NO.
CLIENT:
SUPERVISION CONSULTANT:
STATUS:
AS BUILT DRAWING
1502
MADINAT SALMAN SOCIAL HOUSING,
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
DESIGN CONSULTANT:
ACM/C1502/DWG/PRT-1-S-102
SECTIONS AND R.C. DETAILS
(PROTO TYPE - 1A,1B &1C)
SECTION -S1
SECTION -S2
TYP. DETAIL - D1
TYP. DETAIL - D2
TYP. DETAIL - D3COLUMN DETAIL - C1
S1-SECTION DETAIL OF HOUSE
ATTACHEMENT (RAFT FOUNDATION
AT SAME LEVEL)
S2-SECTION DETAIL OF HOUSE
ATTACHEMENT (RAFT FOUNDATION
AT DIFFERENT LEVEL)
SECTION -S3
SECTION -S4
BEAM - B5
SECTION -S5
SECTION -S6
SECTION -S13
SECTION -S7
SECTION -S8
SECTION -S9
SECTION -S10
SECTION -S11
SECTION -S12
TYP. EXTERNAL RING BEAM DEATAILS
BEAM - B3
BEAM - RB4
BEAM - RB5
0 20 401
1:20
DETAIL 1
REINF. DETAIL OF FIRST FLIGHT
RAFT REINF. AS PER PLAN
1
5
0
T12-200
T10-300
T12-200
T12-200
T12-200
T12-200
SSL+2.035
SSL+2.035
SSL+0.400
GROUND FLOOR
T12-200
T12-300
RC BEAM (B1)
SSL+3.570
PRECAST HOLLOW
CORE PLANKS
200
RA
FT
T
HIC
K A
S P
ER
P
LA
N
T12-300
T12-200
T10-300
T12-200
T12-200
T12-200
T12-200
T12-200
RC BEAM
T12-200
T12-300
0 20 402
1:20
DETAIL 2
REINF. DETAIL OF SECOND FLIGHT
200
200
1
5
0
6-T16
T8-200 LINKS
40
0
250
4-T12
T8-200 LINKS
40
0
200
RC BEAM
4-T12
T8-200 LINKS
40
0
200
RA
FT
T
HK
A
S P
ER
P
LA
N
30
D1
D1
UP
1100
32
0
D1
UP DN
B1
100
1000
1000 100
R
1
0
0
0
RB
B2
27
00
9 E
Q. T
RE
AD
S
27
00
9 E
Q. T
RE
AD
S
DN
1000 1000 100
RB
B2
B1
100
A B
2200
4
5
19
00
4
5
A B
2200
A B
2200
4
5
19
00
1635
1585
(10 E
QU
AL R
IS
ER
S)
(10 E
QU
AL R
IS
ER
S)
1585
1535
(10 E
QU
AL R
IS
ER
S)
(10 E
QU
AL R
IS
ER
S)
54
1900
SSL+0.400
SSL+2.035
LANDING LEVEL
SSL+3.570
SSL+5.205
50
LANDING LEVEL
SSL+6.740
FIRST FLOOR
SECOND FLOOR
SSL+9.960
ROOF LEVEL
150
150
150
150
RB
RB
B2
RB
B2
B1
2380
200
30
320250
B1
200
200
FIRST FLIGHT
SECOND FLIGHT
(DETAIL 1)
(DETAIL 2)
A PLAN AT GROUND FLOOR
Scale 1:50
B PLAN AT FIRST FLOOR
Scale 1:50
C PLAN AT SECOND FLOOR
Scale 1:50
S1
-
S1
-
S1 SECTION
Scale 1:50
S1
-
PROJECT:
MAIN CONTRACTOR:
DRAWING TITLE:
SCALE DATE
DRAWN BY JOB NO.
AS SHOWN
NN
22-01-2017
DRG NO.
CLIENT:
SUPERVISION CONSULTANT:
STATUS:
AS BUILT DRAWING
1502
MADINAT SALMAN SOCIAL HOUSING,
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
DESIGN CONSULTANT:
ACM/C1502/DWG/PRT-01-S-103
STAIR CASE DETAILS
(PROTO TYPE - 1A,1B &1C)