C1 W1 W4 C3 AS BUILThousing.gov.bh/ar/Projects/HousingDesign/HousesModels/...UP NO STRUCTURAL SLAB...
5
UP NO STRUCTURAL SLAB 250 THK RAFT SLAB VARIES MANHOLES (TYP) PLINTH FOR WATER TANK NO STRUCTURAL SLAB GB2 GB1 GB1 C4 W1 C5 C1 W2 W3 W4 WP1 WP1 WP1 WP1 C6 C7 C3 SLOPE -0.050 TOC -0.050 SSL -0.125 SSL -0.060 SSL -0.050 TOC 1 2 3 4 A B C F MH W1 C1 W2 W3 C7 W4 C5 C3 1 2 3 4 A B C F DN UP FCB1A FCB1 FLB1 FCB1 FCB2A FLB1 FLB1 FLB1 FCB2 FB2 FCB5 FCB2 FB1 FCB1A FCB1A 150 THK. HCS 150 THK. HCS FCB2 150 THK. HCS +3.200 TOC 200x900 OPENING +3.125 TOH +3.125 SSL +3.050 SSL FB3 FCB4 FCB1C +3.125 TOH 200 THICK CANTILEVER SLAB FCB3 FCB2 FCB2 NON-LOAD BEARING BLOCK WALL ON HCS / CAST IN-SITU SLAB +4.950 TOC FCB2A FCB1C FCB1C FCB1C FCB1C 150 THK. HCS FLB1 FCB2 NON LOAD BEARING BLOCK WALL ON HCS / CAST IN-SITU SLAB FCB4 FCB2 12500 100 5150 3550 3600 100 16500 100 1440 5000 3345 3260 3255 100 12500 100 5150 3550 3600 100 16500 100 1440 5000 3345 3260 3255 100 610 -0.150 TOC 1 2 3 4 A B C F C7 RLB1 RLB2 RLB2 RLB1 RLB1 RCB1A2 RCB2 RCB2A RB2 RCB2 RB3 RB1 RCB1A 150 THK. HCS 150 THK. HCS DN 150 THK. PLINTH FOR WATER TANK PLINTH FOR MEP PLANTS (TYP) RB2 RCB2A +6.325 SSL RCB4 +5.950 SSL RLB2 +6.585 TOC RCB1 RCB1 RCB1 RCB1 RCB1 APPLICABLE ONLY FOR BACK TO BACK OPTION APPLICABLE ONLY FOR BACK TO BACK OPTION +5.400 TOB +7.650 TOCB +6.325 TOH RCB5 RCB3 RCB3 RCB2B RCB4 +7.650 TOCB +7.650 TOCB TRCB1 TRCB1 TRCB1 TRCB1 TRCB1 TRCB1 5150 3920 1400 1200 1400 E 1 2 +9.525 SSL +10.785 TOCB 12500 100 5150 3550 3600 100 16500 100 1440 5000 3345 3260 3255 100 NASS KHARAFI JV AB PROJECT: DRG.TITLE. AS SHOWN 110236 - AB - ST-04 - 001 VILLA TYPE 4 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 [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 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 4) 1 NOTE: ADD 15MM EXTRA(RAFT) FOR SIDES OF ADJACENT VILLAS ONLY. SCALE 1 : 100 FIRST FLOOR PLAN (TYPE 4) 2 SCALE 1 : 100 ROOF LEVEL PLAN (TYPE 4) 3 SCALE 1 : 100 STAIR ROOF PLAN (TYPE 4) 4
Transcript of C1 W1 W4 C3 AS BUILThousing.gov.bh/ar/Projects/HousingDesign/HousesModels/...UP NO STRUCTURAL SLAB...
UP
NO STRUCTURAL
SLAB
250 THK
RAFT SLAB
VARIES
MANHOLES
(TYP)
PLINTH FOR
WATER TANK
NO STRUCTURAL
SLAB
GB2
GB
1
GB
1
C4
W1
C5
C1
W2
W3
W4
WP1
WP1
WP1 WP1
C6
C7
C3
SLO
PE
-0.050 TOC
-0.050 SSL
-0.125 SSL
-0.060 SSL
-0.050 TOC
1 2 3 4
A
B
C
F
MH
W1
C1
W2
W3
C7
W4
C5
C3
1 2 3 4
A
B
C
F
DN
UP
FCB1A
FC
B1
FLB
1F
CB
1
FCB2A
FLB
1
FLB
1F
LB
1
FCB2
FB2
FCB5
FC
B2
FB1
FCB1A
FCB1A
150 THK. HCS
150 THK. HCS
FC
B2
150 THK. HCS
+3.200 TOC
200x900
OPENING
+3.125 TOH
+3.125 SSL
+3.050 SSL
FB3
FC
B4
FC
B1C
+3.125 TOH
200 THICK
CANTILEVER SLAB
FC
B3
FCB2
FC
B2
NON-LOAD BEARING
BLOCK WALL ON
HCS / CAST IN-SITU
SLAB
+4.950 TOC
FCB2A
FC
B1C
FC
B1C
FCB1C FCB1C
150 THK. HCS
FLB
1
FC
B2
NON LOAD BEARING
BLOCK WALL ON HCS /
CAST IN-SITU SLAB
FC
B4
FCB2
12500
100 5150 3550 3600 100
16500
100
1440
5000
3345
3260
3255
100
12500
100 5150 3550 3600 100
16500
100
1440
5000
3345
3260
3255
100
610
-0.150 TOC
1 2 3 4
A
B
C
F
C7
RLB
1
RLB
2R
LB
2
RLB
1R
LB
1
RCB1A2
RC
B2
RCB2A
RB2
RC
B2
RB
3
RB1
RCB1A
150 THK. HCS
150 THK. HCS
DN
150 THK. PLINTH FOR
WATER TANK
PLINTH FOR MEP PLANTS (TYP)
RB2
RCB2A
+6.325 SSLRC
B4
+5.950 SSL
RLB
2
+6.585 TOC
RC
B1
RC
B1
RC
B1
RCB1RCB1
APPLICABLE ONLY FOR
BACK TO BACK OPTION
AP
PLIC
AB
LE
O
NLY
F
OR
BA
CK
T
O B
AC
K O
PT
IO
N
+5.400 TOB
+7.650 TOCB
+6.325 TOH
RCB5
RC
B3
RC
B3
RCB2B
RCB4
+7.650 TOCB
+7.650 TOCB
TR
CB
1
TR
CB
1
TRCB1
TRCB1
TRCB1
TR
CB
1
5150
3920
1400
1200
1400
E
1 2
+9.525 SSL
+10.785 TOCB
12500
100 5150 3550 3600 100
16500
100
1440
5000
3345
3260
3255
100
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-04 - 001
VILLA TYPE 4
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 4)
1
NOTE:
ADD 15MM EXTRA(RAFT) FOR SIDES
OF ADJACENT VILLAS ONLY.
SCALE 1 : 100
FIRST FLOOR PLAN (TYPE 4)
2
SCALE 1 : 100
ROOF LEVEL PLAN (TYPE 4)
3
SCALE 1 : 100
STAIR ROOF PLAN (TYPE 4)
4
SECTION
SCALE 1 : 40
A
1
43
-0.050 SSL
3600
RAFT
300
VA
RIE
S
100
400
(TYP)
150
50mm THK.
BLINDING
-0.125 SSL
5000
SLOPE
RAFT
-0.150 FGL
1000
100
-0.060 SSL
SECTION
SCALE 1 : 40
B
2
E D
50mm THK.
BLINDING
-0.050 SSL
-0.150 FGL
SECTION
SCALE 1 : 40
C
4
2
50mm THK.
BLINDING
150
(M
IN
)
-0.150 FGL
CONCRETE
INFILL
500
T8-200
1400
T16-200
T16-200
2T10
-0.050 TOC
T10-200
4
SECTION
SCALE 1 : 25
V
7
50mm THK.
BLINDING
300
230
150
(M
IN
)
-0.150 FGL
4T10
T8-200
CONCRETE
INFILL
T8-200
200 x 300
CAPPING BEAM
CONCRETE
INFILL
600
600
T12-200
T10-200
+1.650 TOB
T10-200
2T10
-0.050 TOC
SECTION
SCALE 1 : 25
D2
6
50mm THK.
BLINDING
-0.050 SSL
-0.150 FGL
400
400 150
250
500
3T16
T16-200
T16-200 T&B, BW
4
SECTION
SCALE 1 : 25
W
3
50mm THK.
BLINDING
1
-0.050 TOC
200
200
400
-0.150 FGL
GB1
4T10
T8-200
+1.650 TOB
T8-200 & CONCRETE INFILL
FULL HEIGHT
SECTION
SCALE 1 : 25
D15
50mm THK.
BLINDING
-0.050 SSL
-0.150 FGL
400
1000 150
250
500
6T16
T16-200
D
T16-200 T&B, BW
SECTION
SCALE 1 :40
X
8
50mm THK.
BLINDING
-0.050 SSL
1400 150
250
150
500
8T16
T16-200
150
500
B
T16-200 T&B, BW T12-200
ADDITIONAL BAR
T12-200
ADDITIONAL BAR
SECTION
SCALE 1 : 40
Y
9
50mm THK.
BLINDING
SLOPE
-0.125 SSL
-0.150 FGL
-0.060 SSL
E D
SECTION
SCALE 1 : 40
G
10
FCB2
+3.125 SSL
4
100
FB1
+3.125 SSL
E
+3.125 SSL
+3.050 SSL
FB2
+3.350 TOC
100
DF
4T10
T10- 200
T10-200
150THK. HCS
+3.125 TOH
+3.125 SSL
FCB2
1
FCB1
+3.125 TOH
150THK. HCS
CONCRETE
(TYP)
2
150THK. HCS
+3.125 TOH
FCB3
+3.125 SSL
A
+3.125 TOH
150THK. HCS
FCB1A
E
+3.125 SSL
100
2T12
T8-200
FB3
2T12
1T10
1T10
T8-200
150
525
50
200
FLB1
+3.125 TOH
75
WALL
150THK. HCS
T8-200 (TYP)
50
FLB1
+3.125 TOH
75
WALL
150THK. HCS
1
2T8 2T8
50
100
T8-200 (TYP)
1
RCB2
4
+6.325 SSL
+7.650 TOCB
100
2
RB3
+6.325 SSL
SOFT JOINT
A
150THK. HCS
RCB1A2
+6.325 TOH
+7.650 TOCB
100
150THK. HCS
+6.325 TOH
+6.325 SSL
D
SOFT JOINT
+6.325 SSL
200
RCB2B
200
E DF
+5.950 SSL
+6.325 SSL
+7.650 TOCB
+6.325 TOB
RCB5
RB1
RB2
1
TRCB1
+9.525 TOH
+10.785 TOCB
100
75
100
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-04 - 003
VILLA TYPE 4
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
F
11
SCALE 1 : 50
SECTION G112
SECTION
SCALE 1 : 20
H
13
SECTION
SCALE 1 : 20
J14
SECTION
SCALE 1 : 20
K
15
SECTION
SCALE 1 : 20
L
16
SECTION
SCALE 1 : 20
M
17
SECTION
SCALE 1 : 20
U
18
AT NO RECESS LOCATION AT RECESS LOCATION
SECTION
SCALE 1 : 20
N
20
SECTION
SCALE 1 : 20
P
21
SECTION
SCALE 1 : 20
R
22
SECTION
SCALE 1 : 20
S
23
SECTION
SCALE 1 : 20
Z
25
SECTION
SCALE 1 : 20
G2
19
SECTION
SCALE 1 : 20
T
24
C4
W1
C5
C1
W2
W3
W4
WP1
WP1
WP1 WP1
C6
C7
C3
1 2 3 4
A
B
C
F
UP
NO STRUCTURAL
SLAB
250 THK
RAFT SLAB
NO STRUCTURAL
SLAB
GB2
GB
1
GB
1
-0.050 TOC
-0.050 SSL
-0.125 SSL
-0.060 SSL
-0.050 TOC
MH
GROUND TO
FIRST FLOOR
LEVELS
MARKS
C1 C3 C4 C5 C7C6 WP1
MAIN BARS : 4T12
LINKS : T8-200
MAIN BARS : 6T16
LINKS : T8-200
MAIN BARS : 7T12
LINKS : 2T8-200
MAIN BARS : 6T12
LINKS : T8-200
MAIN BARS : 6T12
LINKS : 2T8-200
MAIN BARS : 7T12
LINKS : 2T8-200
MAIN BARS : 4T12 + 2T16
LINKS : T8- 200
BEAM
MARKS
SIZE (mm)
WIDTH DEPTH
200GB1 400
GB2 600 600
MARKTHICKNESS
W1200
W2200
W3200
W4200
SIZE
2400x200
1300x200
_
870x200
TOP BAR
BOTTOM BAR
SIDE BAR
LINK
W1
C1
W2
W3
C7
W4
C5
C3
1 2 3 4
A
B
C
F
DN
UP
FCB1A
FC
B1
FLB
1F
CB
1
FCB2A
FLB
1
FLB
1F
LB
1
FCB2
FB2
FCB5
FC
B2
FB1
FCB1A
FCB1A
150 THK. HCS
150 THK. HCS
FC
B2
150 THK. HCS
+3.200 TOC
+3.125 TOH
+3.125 SSL
+3.050 SSL
FB3
FC
B4
FC
B1C
+3.125 TOH
200 THICK
CANTILEVER SLAB
FC
B3
FCB2
FC
B2
+4.950 TOC
FCB2A
FC
B1C
FC
B1C
FCB1C FCB1C
150 THK. HCS
FLB
1
FC
B2
FC
B4
FCB2
GROUND TO
FIRST FLOOR
LEVELS
MARKS
C1 C3 C5 C7
BEAM
MARKS
SIZE (mm)
WIDTH DEPTH
FB1 200 650
FB2 200 445
FCB1 200 275
FLB1 150/200 485
FCB1A 200 445
FCB2 200 445
FCB3 200 275
FLB2 200 320
FB3
FOR DETAIL REFER
SECTION M AT
FCB1C 200 310
FCB2A 150/200 525
FLB3 200 350
FCB4 200 370
FCB5 200 445
MARKTHICKNESS
W1200
W2200
W3200
W4200
SIZE
2400x200
1300x200
1550X200
870x200
1 2 3 4
A
B
C
F
C7
RLB
1
RLB
2R
LB
2
RLB
1R
LB
1
RCB1A2
RC
B2
RCB2A
RB2
RC
B2
RB
3
RB1
RCB1A
150 THK. HCS
150 THK. HCS
DN
150 THK. PLINTH FOR
WATER TANK
PLINTH FOR MEP PLANTS (TYP)
UPSTAND
(TYP)
RB2
RCB2A
+6.325 SSLRC
B4
+5.950 SSL
RLB
2
+6.585 TOC
RC
B1
RC
B1
RC
B1
RCB1RCB1
APPLICABLE ONLY FOR
BACK TO BACK OPTION
AP
PLIC
AB
LE
O
NLY
F
OR
BA
CK
T
O B
AC
K O
PT
IO
N
+5.400 TOB
+7.650 TOCB
+6.325 TOH
RCB5
RC
B3
RC
B3
RCB2B
RCB4
+7.650 TOCB
+7.650 TOCB
BEAM
MARKS
SIZE (mm)
WIDTH DEPTH
RB1 200 625
RB2 200 570
RB3 1550 400
RLB1 150/200 470
RCB1 200 300
RCB2 150/200 445
RCB1A 200 470
RCB2A 150/200 445
RCB1A2 200 570
RLB2 200 300
RCB3 200 525
RCB2B 200 450
RCB4 200 450
RCB5 200 525
ABOVE ROOF
LVL
LEVELS
MARKS
C7
MAIN BARS : 4T12
LINKS : T8-200
SCALE 1 : 100
GROUND FLOOR PLAN (TYPE 4)
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-04 - 004
VILLA TYPE 4
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
Consultant:
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 4)
2
SCHEDULE OF COLUMNS
SCHEDULE OF BEAMS
SCHEDULE OF RC WALLS
SCALE 1 : 100
ROOF LEVEL PLAN (TYPE 4)
3
SCHEDULE OF BEAMS
SCHEDULE OF COLUMN
UP
37
20
100 1100
5150
21
-0.050 SSL
E
W3
C6
C7
C3
D
5150
50
00
21
E
D
+3.125 SSL
BEAM TO SUPPORT
STAIR
W3
C7
C3
UP
DN
FC
B2
12
00
25
20
1200
1200 1960
FCB2
50
00
5150
+6.325 SSL
21
E
D
C7
DN
12
00
25
20
1200 2240
1200
+6.585 SSL
RCB2B
RCB4
RC
B4
+6.525 TOB
+3.125 TOH
+1.740 SSL
-0.050 SSL
+6.325 TOH
D E
+9.525 SSL
FLB3
FLB2
PLINTH AT ROOF LEVEL NOT SHOWN
IN SECTION FOR CLARITY
+6.585 SSL
BEAM TO SUPPORT
STAIR
FL1
FL2
FL3
FL4
15
0
+10.785 TOB
CAPPING BEAM
(TYP)
T8- 200 (TYP)
2T10 (TYP)
T8- 200
1300
1
7
5
17
5
1
7
5
17
5
+6.525 TOB
RCB2B
FCB2A
RCB2A
18
81
60
2
(9
E
QU
AL
R
IS
ER
S)
14
3
21
51
62
0
(9
E
QU
AL
R
IS
ER
S)
+4.960 SSL
16
25
(9
E
QU
AL
R
IS
ER
S)
10
95
(6
E
QU
AL
R
IS
ER
S)
14
7
21
-0.050 SSL
+3.125 TOH
FLB2
FLB2
+9.525 SSL
+6.585 SSL
+6.325 SSL
+10.785 TOB
+1.740 SSL
+4.960 SSL
14
31
09
5
(6
E
QU
AL
R
IS
ER
S)
14
71
62
5
(9
E
QU
AL
R
IS
ER
S)
FCB2A
RCB2
TRCB1 TRCB1
FL2
FL4
CONSTRUCTION
JOINT
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE OF STEP (TYP)
FL1
CONCRETE FILLED
HOLLOW BLOCK
4T12
T8- 200
500
6
0
0
600
6
0
0
8T12
T10- 200
8T12
T10- 200
8T12
(EQUALLY PLACED)
T10- 200
T10- 200
4T12
T8- 200
6
0
0
500
600
8T12
T12- 200
T10- 200
8T12
(EQUALLY PLACED)
FL2
T10- 200
8T12
T10- 200
8T12
T10- 200
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE OF STEP (TYP)
E
1
2
FCB2
2T10
T12-200
4T12
T8- 200
6
0
0
600
8T12
T10- 200
8T12
(EQUALLY PLACED)
T10- 200
FL3
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE OF STEP (TYP)
T10- 200
5
0
0
8T12
T10- 200
6
0
0
4T12
T8- 200
6
0
0
500
600
8T12
T10- 200
T10- 200
8T12
(EQUALLY PLACED)
FL4
T10- 200
8T12
8T12
T12- 200
T10- 200
REFER ARCHITECTURAL
DRAWINGS FOR EXACT
SHAPE OF STEP (TYP)
E
1
2
3T16
T10- 200
RB3
1 : 50
GROUND FLOOR PLAN
1
1 : 50
FIRST FLOOR PLAN
2
1 : 50
ROOF LEVEL PLAN
3
SECTION
SCALE 1 : 50
A
4
SECTION
SCALE 1 : 50
B
5
STAIR - FLIGHT- 1
REINFORCEMENT DETAIL6
SCALE 1 : 20
STAIR - FLIGHT- 2
REINFORCEMENT DETAIL7
SCALE 1 : 20
STAIR - FLIGHT- 3
REINFORCEMENT DETAIL8
SCALE 1 : 20
STAIR - FLIGHT- 4
REINFORCEMENT DETAIL9
SCALE 1 : 20
NASS KHARAFI JV
AB
PROJECT:
DRG.TITLE.
AS SHOWN
110236 - AB - ST-04 - 005
VILLA TYPE 4
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 4
A
B
C
F
UP
3
2
4 2
2
2
4
2
2
2
2
2
4
5
5
4
4
3 3
4
4
2
2
2
2
1
1 4
2
2
3
2
2
3
1 2 3 4
A
B
C
F
BEDROOM-3
FAMILY
HALL
M. BEDROOM
BEDROOM-2
BEDROOM-4
COURTYARD
BELOW
BATH-3
BATH-2
ROOF DECK
1
1
1
2
26
6
6
6
6
6
6
6
6
6
2
3
6
1
1
1
13 1 5
3
56
1
6
6
6
6
6
6
6
2
2
5
1
6 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 4)
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-04 - 006
VILLA TYPE 4
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
Supervision:
P.O. Box 50900, Manama
Kingdom of Bahrain
TEL: +973 17 822666
FAX: +973 17 820666
EMAIL: [email protected]
AS BUILT
SCALE NTS
FIRST FLOOR (TYPE 4)
2
SCALE NTS
![[PPT]Grillage Analysis for Slab & Pseudo-Slab Bridge Decksenggprog.com/Downloads/Lectures/BridgeEngg/Lecture No. 3... · Web viewTitle Grillage Analysis for Slab & Pseudo-Slab Bridge](https://static.fdocuments.us/doc/165x107/5adedacf7f8b9afd1a8beaa6/pptgrillage-analysis-for-slab-pseudo-slab-bridge-no-3web-viewtitle-grillage.jpg)
