Post on 18-Mar-2020
UNAIZA
FARZANA
SCALE 1 : 100
STRIP FOUNDATION LAYOUT PLAN
5
6
4
3
2
1
A B C E
C02
C01C01
C03
C01
C01
C01
C02
C01
4000
2000
2000
2200
4200
2000
200
6400
200
3800
200
2800 1400 5150
9550
C04
6a
C03aC03a
3700
1800
2200
16800
700
800
900
800
700
800
600
700
700
700
900
800
900
700
LEVEL
GROUND FLOOR
STAIRCASE AT
C
E
C02
C01
C02
C01
C04
1450
5
6
6a
4
3
2
2200
4200
2200
2000
2000
SCALE 1 : 100
(ADJACENT HOUSE ALONG THE GRID LINE ’E’)
PARTIAL ATTACHMENT FOUNDATION LAYOUT PLAN
5
6
4
3
2
1
A
4000
2000
2000
2200
4200
6a
2200
1250
600
700
800
700
700
700
700
SCALE 1 : 100
(ADJACENT HOUSE ALONG THE GRID LINE ’A’)
PARTIAL ATTACHMENT FOUNDATION LAYOUT PLAN
250
250
FILLED PIECE (TYP.)
WITH TREATED FIBREBOARD
EXPANSION JOINT
12mm
50
800
800
900
700
700
1250
1250
1250
1250
1250
1250
1450
700
600
C01
C05
700
700
700
600
20
mm E/J
1900
1900
1450
SCALE 1 : 20
GROUND FLOOR SLAB
TYPE A393
MESH REINFORCEMENT
POLYTHENE SHEET
1000G
CONSTRUCTION JOINT
ROUGHEND
VOIDS TO BE FILLED
WITH SRC GRADE
35/10 CONCRETE, 12mm
DIA. BARS
REINFORCED BLOCKWORK
BELOW DPC LEVEL
TYPICAL DETAIL
CL
FIN. GRD. FLR. LEVEL
C
C 300C
C 300 C
C150
C
C600
C
C 150
C
C100
C
C50
C
C
150
20
mm E/J
20mm E/J
SUNKEN SLAB
50mm.
SUNKEN SLAB
150mm.
100
200
900
200
700
14 SECTION75-01/1
175-01/2
175-01/2
375-01/2
175-01/2
1175-01/3
975-01/3
675-01/2
75-01/3
10a
75-01/1
14
275-01/3
175-01/2
175-01/2
475-01/2
575-01/2
875-01/2
175-01/2
1075-01/3
775-01/2
9a75-01/3
675-01/2
1a75-01/4
1275-01/3
1275-01/3
1375-01/3
AUG.2012
D11 - 75 - 01/1
1:100
HOUSE TYPE D11
STRIP FOUNDATION LAYOUT PLAN
AND R.C.SECTION
(SHEET 1 OF 4)
2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE STATED.
THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH M.O.H. SPECIFICATIONS AND
ARCHITECTURAL DRAWINGS.
FOUNDATIONS ARE DESIGNED FOR A BEARING
CAPACITY OF 150 KN/m THE FORMATION
MUST BE INSPECTED BY THE ENGINEER PRIOR
TO PLACING BLINDING.
FOUNDATIONS ARE DESIGNED FOR FUTURE
3rd FLOOR EXTENSION.
WHERE THE GROUND BEARING CAPACITY IS
LESS THAN THE ABOVE, AN ALTERNATIVE
DESIGN SHALL BE MADE BY THE ENGINEER.
CONCRETE TO FOUNDATIONS SHALL BE
GRADE 45/20 SRC TO M.O.H. SPECIFICATION.
REINFORCEMENT IN THE FOUNDATION WILL
BE HIGH YIELD STEEL DENOTED ’Y’ TO
BS 4449 GRADE 460 OR ASTM 615 GRADE 60.
MINIMUM COVER TO REINFORCEMENT IN
FOUNDATIONS TO BE 70mm.
IN AREAS WHICH HAVE VEGETATION, TOP SOIL
SHOULD BE EXCAVATED AND REMOVED TO A
MINIMUM DEPTH OF 200mm AND THE FORMA-
TION COMPACTED PRIOR TO ADDING THE FILL.
THIS WORK SHOULD BE CARRIED OUT AS PER
ENGINEER’S INSTRUCTION. (SEE SPECS CL 2.15)
FOUNDATION IN FILL AREAS SHALL BE PLACED
ON A MINIMUM 500mm COMPACTED FILL OTHER-
WISE LOWER THE FOUNDATIONS 300mm INTO
UNDISTURBED SUITABLE GROUND OR 100mm
INTO ROCK WHICHEVER IS LESS, ALL OTHER
CASES FOLLOW THE STANDARD DETAILS.
FORMWORK - THE CONTRACTOR SHALL USE
FORMWORK IN THE CONSTRUCTION OF ALL
FOUNDATIONS.
12.USE TOP AND BOTTOM REINFORCEMENT
IF PART OF THE HOUSE ON ROCK AND PART
ON FILL.
13.
BLOCKWORK BELOW DPC SHALL BE 7 N/MM^2
HOLLOW, FILLED WITH CONC. C35/10. Y12 BARS
TO BE EXTENDED IF NUMBER OF BLOCKS BELOW
DPC IS 4 OR MORE AS SHOWN IN TYP. DETAIL.
DO NOT SCALE FROM THE DRAWING WHERE
ASK.
14.
15.
FIGURE DIMENSIONS ARE PROVIDED -IF IN DOUBT
D11-75-01/3.
WITH STRUCTURAL DRG. Nos. D11-75-01/2 &
THIS DRAWING IS TO BE READ IN CONJUNCTION
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AMJAD.S
REVISED AS SHOWNAPR.2013
C01 C01
C01
C01
C01
B
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01
C01C02
C04
C02
C01
C01
REVISED AS SHOWN
5a75-01/4
1575
200
3450
B
200
1b75-01/4
225
200
200
225
75-01/4
10b
APRIL.2014
100
100
2100
650
650
C04
B
C06
B
700
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˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
B
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
B
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
BBB
BBB
A
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AUG.2012
GRADE C45 CONCRETE/SRC (TYP.)
1000G POLYTHENE SHEET (TYP.)
HOLLOW BLOCKS WALL (TYP.)
DPC (TYP.)
STRIP FOUNDATION LAYOUT PLAN
AND R.C.SECTION
(SHEET 2 OF 4)
D11 - 75 - 01/2
1:20
(WITHOUT HOUSE ATTACHMENT)
(TYPICAL EXTERNAL FOOTING)
(TYPICAL INTERNAL FOOTING)
(WITHOUT HOUSE ATTACHMENT)SCALE 1 : 20
C
C 350
C
C 700
C
C 350
C
C100
C
C50
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
C
C
300
C
C
250
C
C
300 5
00
~
C
C 200
CL
GL
SCALE 1 : 20
FIN. GRD. FLR. LEVEL (TYP.)
C
C 200
CL
GL
C
C50C
C100
C
C
600
MIN.
C
C
250
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
FINISHED GROUND FLOOR SCREED (TYP.)
50mm CONCRETE BLINDING (TYP.)
MESH REINFORCEMENT TYPE A393
APPROVED SELECTED FILL
CAREFULLY COMPACTED IN
150mm LAYERS (TYP.)
1000 MICRONS THICKNESS
BITUMINOUS PAINT (TYP.)
Y12-600
(TYP.)
1000G POLYTHENE DPM
LAPPED UP FACE OF BLOCK
AND UNDER DPC (TYP.)
GROUND SLAB WITH MESH
REINFORCEMENT TYPE A193
(30mm TOP COVER) (TYP.)
HOLLOW BLOCKS FILLED WITH
GRADE C35/10 CONCRETE/SRC (TYP.)
C
C
300
C
C
250
C
C
300 5
00
~
C
C100
C
C50
C
C75
(TYP.)C
C75
(TYP.)
GL
C
C 200
CL
FOR GENERAL NOTES SEE DRG. No. D11-75-01/1.
WITH STRUCTURAL DRG. No. D11-75-01/1.
THIS DRAWING IS TO BE READ IN CONJUNCTION
1.
2.
C
C 700 (900)
SCALE 1 : 20
GL
C
C 200
CL
C
C
450
MIN.
C
C
250
C
C
150
C
C100
C
C50
C
C100
C
C50
C
C 350
C
C 700
C
C 350
(TOILET AREA)
50mm SUNKEN GROUND FLOOR SLAB
(SHAFT WELL)
SUNKEN GROUND FLOOR SLAB
SCALE 1 : 20
MIN.
C
C700
(TOILET AREA)
50mm SUNKEN GROUND FLOOR SLAB
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
GR. LEVEL
SLOPE
C
C
VA
RIE
SC
C
200
C
C
150
C
C350 C
C350
C
C50C
C100
GL
C
C200
CL
C
C 350 (450)C
C 350 (450)
YARD LEVEL/FOOT PATH
COLUMN BEYOND
YARD LEVEL / FOOT PATH
C
C200
CL
C
C100
C
C50
C
C100
C
C50
C
C400
C
C800
C
C400
(TOILET AREA)
50mm SUNKEN GROUND FLOOR SLAB
GL
SECTION75-01/2
SECTION75-01/2
3
SECTION75-01/2
4&6
SECTION75-01/2
5SCALE 1 : 20
SECTION75-01/2
7
SCALE 1 : 20
SECTION75-01/2
8
AMJAD.S
1
C
C 350C
C 350
C
C 700
A
REVISED AS SHOWNAPRIL.2014
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
A
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
A
AAAAAA
AA
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AUG.2012
STRIP FOUNDATION LAYOUT PLAN
AND R.C.SECTION
(SHEET 3 OF 4)
D11 - 75 - 01/3
1:20
FOR GENERAL NOTES SEE DRG. No. D11-75-01/1.
WITH STRUCTURAL DRG. No. D11-75-01/1.
THIS DRAWING IS TO BE READ IN CONJUNCTION
1.
2.
REINFORCEMENT A193
C35/20 (SRC) WITH MESH
CONCRETE GRADE
100mm THICK SLAB
GL
C
C100
C
C50
C
C100
C
C
350
C
C
250
C
C
250 3
00
~
C
C 200
CL
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
GARAGE LEVEL
C
C 900 (800)
(WITHOUT HOUSE ATTACHMENT)
(TYPICAL EXTERNAL FOOTING)
C
C100
GL
C
C 200
CL
REFER STANDARD DETAIL
HOUSE BOUNDARY WALL
C
C 900 (600)
MIXED CONCRETE (TYP.)
TO BE FILLED WITH SITE
TYPICAL SECTION DETAIL OF HOUSE ATTACHMENT
SCALE 1 : 20
(GROUND FLOOR SLABS AT DIFFERENT LEVELS)
(HOUSE ATTACHMENT GROUND FLOOR SLABS AT SAME LEVEL)
C
C50
C
C
600
C
C
200
C
C100
C
C50
MIN.
C
C
250
C
C100
C
C50
C
C 1050 (1250)
CL CLC
C 200C
C 200C
C50
C
C 250
C
C
600
MIN.
C
C
250
C
C100
C
C50
CL CLC
C 200C
C 200C
C50
C
C 250
C
C50
C
C 1250 (1450)
SCALE 1 : 20
SCALE 1 : 20
C
C
500
C
C
250
AS P
ER SIT
E C
ON
DITIO
N
C
C 450 (400)C
C 450 (400)
C
C 450 (300)C
C 450 (300)
C
C 500 (600)C
C 500 (600)
C
C 600 (700)C
C 600 (700)
C
C 250
GARAGE LEVEL
C
C250
2Y16
2Y12
2Y16
4+4Y10
(TOP&BOTTOM)
C
CA
S P
ER SIT
E C
ON
DITIO
N
DRIVEWAY
ASPHALT PAVING
25mm MORTAR BED
C
C400
C
C 200
GL
CL
C
C 250
GARAGE LEVEL/YARD LEVEL
CURB LAID ON BACK
125 THICK PRECAST
FOOTPATH YARD LEVEL
C
C100
C
C 250
GARAGE LEVEL
C
C250
2Y12
4+4Y10
(TOP&BOTTOM)
C
C
AS P
ER SIT
E C
ON
DITIO
N
C
C400
C
C 250 C
C 200
C
C200
YARD LEVEL
/
SCALE 1 : 20
SECTION75-01/3
10a
SCALE 1 : 20
SECTION75-01/3
9&9a SCALE 1 : 20
SECTION75-01/3
2&11
SCALE 1 : 20
SECTION75-01/3
10
SCALE 1 : 20
SECTION75-01/3
12&13AMJAD.S
REVISED AS SHOWNAPRIL.2014
2Y16
Y10-150
4Y16
Y10-150
A
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
A
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
A
AAAAAA
AA
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM
APR.2014
AMJAD.S
(WITHOUT HOUSE ATTACHMENT)
(TYPICAL EXTERNAL FOOTING)
FINISHED GROUND FLOOR SCREED (TYP.)
Y12-600
(TYP.)
C
C
250
C
C100
C
C50
2
C
C 200
CL
SCALE 1 : 20
SECTION75-01/4
1a
C
C 800
FIN. GRD. FLR. LEVEL (TYP.)
C
C 400C
C 400
C
C 2100
C
C100
C
C 525
C
C
200
C
SECTION75-01/4
1b
C
C
150
C
C 200
MIN.
VA
RIE
S
YARD LEVEL
(WITHOUT HOUSE ATTACHMENT)SCALE 1 : 20
C
C 350
C
C 700
C
C 350
C
C100
C
C50
C
C
300
C
C
250
C
C150
MIN.
C
C 200
CL
GL
(TOILET AREA)
100mm SUNKEN GROUND FLOOR SLAB
YARD LEVEL / FOOT PATH
SECTION75-01/4
5a
C
C
150
C
C100
D11 - 75 - 01/4
STRIP FOUNDATION LAYOUT PLAN
AND R.C.SECTION
(SHEET 4 OF 4)
SCALE 1 : 20
1:50 & 20
FOR GENERAL NOTES SEE DRG. No. D11-75-01/1.
WITH STRUCTURAL DRG. No. D11-75-01/1.
THIS DRAWING IS TO BE READ IN CONJUNCTION
1.
2.
C
C 250
C
C250
2Y12
2Y164+4Y10
(TOP&BOTTOM)
C
C400
C
C 250 C
C 200
C
C200
YARD LEVEL
SCALE 1 : 20
SECTION75-01/4
10b
YARD LEVEL
2014
APRIL
Y10-150
4Y16
100mm THICK GROUND SLAB
WITH A142 MESH
TIMBER POST TO DETAIL
SEE DRWG NO. 70-05
C
C
C 325 C
C100
C
C100
Y10-150
C
C150 M
IN.
C
C100
WELL SHAFT
WELL SHAFT
VA
RIE
S
PATIO
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AUG.2012
D11 - 75 - 02
1:100 & 40
5
6
4
3
2
1
6a
2200
4000
2000
2000
2200
4200
WELL
SHAFT
SCALE 1 : 100
ECB
14002800
A D
1400 3750
C01C01
C01
C01
C01C03
C01
C02
C02
C04
1700
LINTEL TYPE 2
LINTEL TYPE 1
200
200 C
LINTELS - FIRST FLOOR LEVEL
LT1
LT1
LT1
5
6
4
3
2
1
A B C
WELL
SHAFT
E
C02
C01C01
C03
C01
C01
C01
C02
C01
4000
2000
2000
2200
4200
2000
200
6400
200
3800
200
SCALE 1 : 100
2800 1400 5150
100
C046a
C03aC03a
3700
2200
C
C 3400C
C500
LINTELS - GROUND FLOOR
LT2
LT1
SCALE 1 : 40
SCALE 1 : 40
2Y12
2Y12Y8-200
LINTEL LAYOUTS & R.C. DETAILS
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE INDICATED.
3.MINIMUM COVER TO REINFORCEMENT TO BE
35mm.
4. CONCRETE TO BE GRADE C35/20 WITH
ORDINARY PORTLAND CEMENT.
5. MINIMUM BEARING TO BE 200mm HOLLOW
BLOCKWORK TO BE FILLED SOLID WITH
CONCRETE GRADE 35/10 UNDER THE BEARING.
6. THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH M.O.H. SPECIFICATIONS AND ARCHITECTURAL
DRAWINGS.
2. REINFORCEMENT SHALL BE HIGH YIELD STEEL
AS PER BS 4449 OR GRADE 60 AS PER
ASTM 615.
LT1
C05
C01
C05
C01
9550
16800
100
100
100
100
9550
100
16800
100
100
SUNKEN SLAB 50mm
SUNKEN SLAB 50mmSUNKEN SLAB
50mm
AMJAD.S
EC
5
4
3750C
C
2200
C
C
C01
C02
C03
C02
D1400
C
C
LINTELS - ROOF OF STAIRCASESCALE 1 : 100
75-05
175-05
2
75-05
3
75-05
175-05
2
75-05
3
(TYP.)
CONCRETE
FILLED WITH
HOLLOW BLOCK
BLOCKWALLS
200mm CONCRETE
50mm SUNKEN SLAB
5 4
FFL
2Y12
Y8-200
2Y12
Y8-200
2Y12
2Y12
SHAFT WELL
23
A SECTION SCALE 1 : 50
C
C150
PLAN REFER DRG NO. D11-75-0275-02
C
C50C
C50
C
C2200
C
C
C
C
C
C
C2000
50mm SUNKEN SLAB
2Y12
Y8-200
2Y12
C
C
C50
Y8-200
2Y12
2Y12
C
C
C50
FFL
C
C2000
C02
C01
C01 C01
C01
C01
C01
C01C01
C01
C01
C01
C01
C01
C01
C01C01
C06C02
REVISED AS SHOWNAPR.2013
C01
C01
C01
C04
B
C04
B
REVISED AS SHOWNAPRIL.2014
BB
B
C
C300
C
C 2800C
C 1075C
C 1175
LT1 LT1
LT1
LT1 LT1
LT1LT1
LT1
C
C 1200C
C 920C
C 1480
C
C 1020C
C 1380
C
C400
C
C 1300C
C 1200
C
C400
C
C 1300C
C 1300C
C1000
C
C200
C
C200 C
C200
LT1LT1LT1
LT1
LT1
LT1
LT1
LT1
LT1
LT1
LT1
LT1
C
C 1600C
C500
C
C 2100
C
C 1200C
C100 C
C1200
C
C100
C
C1000 C
C1400
C
C200
C
C1000
C
C400 C
C1400 C
C1250
C
C50
C
C1050
C
C200
C
C1300 C
C1000
C
C200C
C 1300
C
C200
C
C1220
C
C 1890C
C1600
C
C240
C
C1020
C
C
200
C
C780
CC
1400
CC
200
CC
200
C
C1020
C
C680
C
C1320
C
C580
C
C1020
C
C
200
C
C780
C
C1000
C
C1000
B
B
C
C1000
C
C400 C
C1400
LT1
B
200
400 C
2Y12
2Y12
Y8-200
DN
B
B
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Úäæ˙ä ˙ÆÑÓªÉ
B
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
B
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
BBB
BBB
A
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AUG.2012
D11 - 75 - 03
MIN 200mm C/C
75mm CONDUIT AT
MIN 200mm C/C
75mm CONDUIT AT
EC
5
4
3750C
C
2200
C
C
150
C
ON CRETE PLINTH 1400x2200x100 THK
1500 LTS WT RESTING
SCALE 1 : 100
RING BEAM - ROOF OF STAIRCASE
SCALE 1 : 100
RING BEAM - ROOF LEVELC C
C
MIN 200mm C/C
75mm CONDUIT AT
C C
4Y12
DETAIL ’2’DETAIL ’1’
CC
Y8-200-LINKS (TYP.)
4Y12
4Y12
CC
4Y12
CC
4Y12
C
4Y12
C
2Y12
2Y12
1Y12
2Y12
2Y12CY8-200-LINKS
CONCRETE (TYP.)
FILLED WITH
HOLLOW BLOCK C
C
C
BLOCKWALLS
200mm CONCRETE
C
Y8-200-LINKS
CL
C
RING BEAM DET.
TYP. EXTERNALRING BEAM DET.
TYP. INTERNAL
UNDER SLAB (TYP.)
20mm GROUT JOINT
C
SEE NOTE 12 SEE NOTE 12
2
2
2
2
2
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE INDICATED.
AS PER BS 4449 OR AS PER ASTM 615
GRADE 60.
3. CONCRETE ABOVE DPC SHALL BE GRADE
35/20 OPC.
4. COVER TO REINFORCEMENT TO BE 35mm
FOR BEAMS.
5. MINIMUM LAP FOR REINFORCEMENT
COMPRESSION AND TENSION MEMBERS TO
BE 40XBAR DIA.
6. THIS DRAWING TO BE READ IN CONJUNCTION
WITH M.O.H. SPECIFICATIONS AND ARCHITEC-
TURAL DRAWINGS.
7. FUTURE 3rd FLOOR EXTENSION ALL HCS TO
SPAN IN THE SAME DIRECTION AS THE ROOF
SPAN.
8. THE DESIGN OF PRECAST SLABS SHALL
COMPLY WITH THE FOLLOWNG:
1. M.O.H. SPECIFICATIONS FOR
TRADITIONAL HOUSES. (JULY’ 87) SEC.3
2. LOADING CHARACTERISTIC:
a) SLAB WEIGHT =* KN/m
b) SCREED + FINISHED = 1.20 KN/m
c) PARTITIONS OR TILES = 1.50 KN/m
d) SUPER IMPOSED FLOOR LOAD
=2.00 KN/m
e) SUPER IMPOSED ROOF LOAD
=2.00KN/m
* SUBJECT TO DESIGN
9. THE SLABS MUST CARRY BLOCKWORK
INTERNAL PARTITIONS AS LOCATED ON THE
ARCHITECTURAL LAYOUT DRAWINGS
THE FOLLOWING WEIGHT SHOULD BE USED
IN THE DESIGN:
a) 100mm HOLLOW BLOCK =2.1 KN/SQ.M
b) 150mm HOLLOW BLOCK =2.4 KN/SQ.M
c) 200mm HOLLOW BLOCK =3.0KN/SQ.M
10. ALL BEAMS MUST REST ON BLOCKS FILLED
WITH CONCRETE GRADE C35/10.
11. FOR WINDOW FEATURE DETAILS REFER TO
2. REINFORCEMENT SHALL BE HIGH YIELD STEEL
12. DETAIL OF THE JOINTS BETWEEN THE
PRE-CAST SLABS AND ALL OTHER
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
C
C
700
C
C 700
C
C400
C
C400
C
C500
C
C150
C
C200
C
C20
C
C100C
C100
CONSTRUCTION JOINT (OPTIONAL)
C C
C200
SCALE: 1:40
SCALE: 1:40
SCALE: 1:40 SCALE: 1:40
E9350
CB
14002800
A D
1400 3750
5
6
4
3
2
1
6a
2200
16600
4000
2000
2000
2200
4200
5
6
4
3
2
1
6a
2200
16600
4000
2000
2000
2200
4200
WELL
SHAFT
WELL
SHAFT
SCALE 1 : 100
RING BEAM - FIRST FLOOR LEVEL
RING BEAM LAYOUT & R.C. DETAILS
1:100 & 40
E9350
CB
14002800
A D
1400 3750
MIN 200mm C/C
75mm CONDUIT AT
C C
MIN 200mm C/C
75mm CONDUIT AT
C
MIN 200mm C/C
75mm CONDUIT AT
C C
C01
C01
C01
C01
C01
C03
C01
C02
C02
C04
C01 C01
C01
C01
C01
C03
C02
C02
C04
1700
200 THK. BLOCK WORK C
FOR FUTURE EXTENSION
FROM PRECAST SLAB
C01
C02
C03
C02
200 THK. BLOCK WORK FROM PCS
C02
D1400
C
C
C
SEE DRG. No. D11-75-05
SECTION DETAILS & REINFORCEMENT
FOR STAIRCASE ROOF RING BEAM
DETAIL-1
DETAIL-2
DETAIL-1
DETAIL-2
C
400
150
C
B5
B1
B2B2
B2
B2B2
B1
C
400
150
20
C
C
UNDER SLAB (TYP.)
20mm GROUT JOINT
1700
B1
B4
B4
B2B2
B2
B1
B1
2Y16
Y8-200
2Y16
C
400
200
BEAM B2SCALE 1 : 50
2Y12
Y8-200
2Y16
C
400
200
BEAM B1SCALE 1 : 50
2Y16
Y8-150
2Y16
C
400
200
BEAM B3SCALE 1 : 50
HOLLOW CORE SLAB
HOLLOW CORE SLAB
HOLLOW CORE SLAB
2Y12
Y8-150
2Y16
C
365
250
BEAM B4SCALE 1 : 50
REFER PLAN
REFER PLAN
B2
C01 C01
B3
B2
B2
SUNKEN SLAB
50mm.
SUNKEN SLAB
50mm
C05 C05
C
CONSTRUCTION JOINT (TYP.)
B1
X SECTION75-03 SCALE 1 : 50
Y SECTION75-03 SCALE 1 : 50
75-05
1
(200x370)
(200x370)
B1
75-05
2
75-03
Z
75-03
X
75-03
X
75-05
3
75-03
Y
75-05
3
75-05
175-05
2
AMJAD.S
B1
2Y16
DRG. No. D11-75-05.
C01C01
C01
C01
C01
C01
C01
B
C02C01
C01
C01
C01
C01
C01C01
REVISED AS SHOWNAPR.2013
C02
C01
C01
C01
C01
C
APR.2014 REVISED AS SHOWN
2Y16
Y8-150 C 350
200
BEAM B5SCALE 1 : 50
2Y16
C04
B
C06
B
B1
B5
BB2
B
C04
B BB
A75-02
SUNKEN SLAB
50mm
1Y12
BLOCKWALLS
200mm CONCRETE
C
C150
C
C20
C
C100C
C100
C
C
450
C
C
C
350
C
C200
Y8-200-LINKS
C
C
C200
C
C
1220
2Y16
2Y16
Y8-150-LINKS
C
Z SECTION75-03 SCALE 1 : 50
B
C
C50
C
C220
2Y16
2Y16
C
50mm SUNKEN SLAB
C
C20
DN
B
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Úäæ˙ä ˙ÆÑÓªÉ
B
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
B
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
BBB
BBB
A
SCALESHEET SIZE
A 1
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM
UNAIZA
FARZANA
HOUSE TYPE D11
2012
NOV
AUG.2012
AMJAD.S
UNAIZA
FARZANA
AMJAD.S
GROUND WATER TANK
C
REINFORCEMENTRAFT FOUNDATION
(TYP.)
C
C
Y12-150
Y10-150
(TYP.)Y8-200-LINKS4Y12
C
CONCRETE (TYP.)FILLED WITH
HOLLOW BLOCK
C
Y10-150
C
Y12-150
C
C
Y10-150
JOINTCONSTRUCTION
C
Y12-150-TB
C
(TYP.)
C
C
Y12-150
Y10-150
C
Y10-150
Y12-150-TB
C
C
Y10-150
C
Y12-150
C
(TYP.)Y8-200-LINKS4Y12
C
C
C
R.C. BEAM BEYOND
C E
9 EQUAL TREADS
2Y12
2Y12
Y8-200
10 E
QU
AL RIS
ER
S
C01
C02
C01
C01
C03
C01
C02
C03aC03a
C ED
FIRST FLOOR LEVEL
4
5
4
5
EC
GROUND FLOOR FIRST LANDING LEVEL
(SHEET 1 OF 2)
STAIRCASE R.C. DETAILS
1) ALL DIMENSIONS ARE IN MILLIMETERS
UNLESS OTHERWISE INDICATED.
2) REINFORCEMENT TO BE HIGH YIELD STEEL
DENOTED ’Y’ TO BE GRADE 410 AS PER
3) REINFORCEMENT TO BE CUT & BENT IN
4) ALL MATERIALS AND WORKMANSHIP TO
SPECIFICATIONS.
5) MINIMUM COVER TO REINFORCEMENT TO
6) THIS DRAWING IS TO BE READ IN
B = BOTTOM BARS
C
C
C
C
7) Y12-300-B
8) DETAIL OF THE JOINTS BETWEEN THE
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PRECAST
ACCORDANCE WITH BS 4466.
SUPPLIER AND CONTRACTOR.
BE 30mm.
& ARCHITECTURAL STAIRCASE DRAWING.
BS 4449 OR GRADE 60 AS PER ASTM 615.
9) SFL= STRUCTURAL FLOOR LEVEL.
TB = TOP TO BOTTOM BARS
BT = BOTTOM TO TOP BARS
T = TOP BARS
PRECAST SLABS AND ALL OTHER
FFL= FINISHED FLOOR LEVEL.
COMPLY WITH THE MOWH
CONJUNCTION WITH MOWH SPECIFICATIONS
1 : 50
B2
B2B2
B4
D
C
C
Y8-150
C
D11 - 75 - 04/1
1400 3750
5150
2200
2200
SCALE 1 : 50
SCALE 1 : 50
37501400
150mm THK.
HOLLOW CORE SLAB
2Y16
2Y12
200 2250 2001200
500
500
175
160
175
65
400
LANDING
1585(TYP.)
CHAMFERED
10x10 mm
1200 200
9 EQUAL TREADS
22501600
5150
(GRD. FLR TO 1st FLOOR LOWER FLIGHT)
SCALE 1 : 501
SCALE 1 : 502(GRD. FLR TO 1st FLOOR UPPER FLIGHT)
160
175
65
400
LANDING
1200
50
FFLSFL
10 E
QU
AL RIS
ER
S
1585
175
450
STRIP FOUNDATION ONLY
R.C. BLOCKWALL FOR
250
290
40
500
500
C03
50
DETAIL-1
D
50
365
250
C
Y8-1502Y16
2Y12
SCALE 1 : 25
C
200
50 50
A-393 MESH
SECTION
SECTION75-04/1
75-04/1
375-04/2
75-04/1
2
1
370
75-04/1
CY8-200
2Y12
2Y12
(PLAN REFER DRG. NO. D11-75-04.1)
DETAIL-A
50
C02
C02
REVISED AS SHOWNAPR.2013
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
A
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
A
AAAAAA
AA
SCALESHEET SIZE
A 1
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM
UNAIZA
FARZANA
HOUSE TYPE D11
2012
NOV
AUG.2012
1) ALL DIMENSIONS ARE IN MILLIMETERS
UNLESS OTHERWISE INDICATED.
2) REINFORCEMENT TO BE HIGH YIELD STEEL
DENOTED ’Y’ TO BE GRADE 410 AS PER
3) REINFORCEMENT TO BE CUT & BENT IN
4) ALL MATERIALS AND WORKMANSHIP TO
SPECIFICATIONS.
5) MINIMUM COVER TO REINFORCEMENT TO
6) THIS DRAWING IS TO BE READ IN
B = BOTTOM BARS
C
C
C
C
7) Y12-300-B
8) DETAIL OF THE JOINTS BETWEEN THE
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PRECAST
ACCORDANCE WITH BS 4466.
SUPPLIER AND CONTRACTOR.
BE 30mm.
& ARCHITECTURAL STAIRCASE DRAWING.
BS 4449 OR GRADE 60 AS PER ASTM 615.
9) SFL= STRUCTURAL FLOOR LEVEL.
TB = TOP TO BOTTOM BARS
BT = BOTTOM TO TOP BARS
T = TOP BARS
PRECAST SLABS AND ALL OTHER
FFL= FINISHED FLOOR LEVEL.
COMPLY WITH THE MOWH
CONJUNCTION WITH MOWH SPECIFICATIONS
1 : 50
C01
C03
C02C02
1585
C
CC
Y12-150
Y10-150
C
Y10-150
150
C E
5150
10 E
QU
AL RIS
ER
S
150
C ED
4
5
2Y16
Y8-200
1Y12
2Y12
DROPPED BEAM AT DOOR LOCATION
CC C
(TYP.)
BEYOND
RING BEAM
2Y12Y8-200
2Y16
1Y12
C
C
3Y12
Y8-200 C
C
3Y12
Y8-200
B4
B2
B2
B2
D
2200
1400 3750
SCALE 1 : 50
ROOF FLOOR LEVEL
1400 3750
100
100
400
400
(BY THE SUPPLIER)
TO CARRY THE WATER TANK LOAD
PRECAST SLAB MUST BE DESIGNED
370
200
150
20
50
2Y16
2Y12
C
Y8-150
(TYP.)
175
(TYP.)
CHAMFERED
10x10 mm
C
500
500
Y12-150-TB
C
C
Y10-150
C
10 E
QU
AL RIS
ER
S
1585
Y12-150
C
(TYP.)Y8-200-LINKS4Y12
C
2Y12
2Y12
Y8-200
160
175
65
400
LANDING
1600
9 EQUAL TREADS
2250 2001200
2001200
5150
9 EQUAL TREADS
22501600
50
2Y16
C
Y8-150
2Y12
(TYP.)
175
500
500
C
Y10-150
C
(TYP.)Y8-200-LINKS4Y12
CY12-150
C
CONCRETE (TYP.)FILLED WITH
HOLLOW BLOCK
C
Y10-150
C
Y10-150
C
Y12-150
160
175
65
400
LANDING
4 SECTION SCALE 1 : 50
(1st FLOOR TO ROOF UPPER FLIGHT)
3SECTION
SCALE 1 : 50
(1st FLOOR TO ROOF LOWER FLIGHT)
(PLAN REFER DRG. NO. D11-75-04.1)
75-04/2
75-04/2
250 40
290
Y12-150-TB
400
170
370
75-04/2
4
(SHEET 2 OF 2)
STAIRCASE R.C. DETAILS
D11 - 75 - 04/2
C
2Y12
2Y12Y8-200 AMJAD.S
C
B1
175
C C
Y10-150
Y12-150
C C
B1
REVISED AS SHOWNAPR.2013
C02
APR.2014 SECTION 5 & 6 DELETED
FFL
ROOF
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
B
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
B
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
BBB
BBB
A
SCALESHEET SIZE
A 1
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM
UNAIZA
FARZANA
HOUSE TYPE D11
2012
NOV
AUG.2012
Ist. FLOOR S. LEVEL
PATIO LEVEL
ROOF SLAB LEVEL
6V
ARIE
S
C
3170
3170
YARD LEVEL
SLAB LEVEL
IST. FLOOR
SLAB LEVEL
GR. FLOOR
800
1650
800
650
650
REINFORCED GRC SCREEN
ROOF
6
1650
2
800
800
200
200
650
200
800
200
200
50
1650
100
C
150mm BLOCKWORCK
FILLED WITH CONC.
C
FILLED WITH CONC. GRADE C35/10
200mm BLOCKWORK
C
150mm PRECAST SLAB (TYP.)
150mm PRECAST SLAB (TYP.)
C
C
150mm BLOCKWORCK
FILLED WITH CONC.
C
WITH MESH (TYP.)
RAFT FOUNDATION / GROUND SLAB
1SCALE 1 : 4075-05
C
2Y12
2Y12
200
C
FILLED WITH CONC. GRADE C35/10
200mm BLOCKWORK
Y8-200
C
2Y16
Y8-200
2Y12
C
2Y16
2Y12
Y8-200
C
WITH MESH (TYP.)
RAFT FOUNDATION / GROUND SLAB
3162
3170
370
200
200
2Y8
2Y8
C
Y8-200
370
200
2Y10
400
2Y10
C
Y8-200
150
400
170
200
400
170
REFER PLAN
B1
C
REFER PLAN
B1
C
GRD. FLOOR
SLAB LEVEL
C
2Y12
2Y12
Y8-200
C
CONSTRUCTION JOINT (TYP.)
(TY
P.)
20
REFER PLAN
B1
C
400
170
200
170
ROOF SLAB LEVEL
SLAB LEVEL
IST. FLOOR
SLAB LEVEL
GR. FLOOR
ROOF SLAB LEVEL
800
2Y8
2Y8
C
Y8-200
C
DOOR OPENING (BEYOND)
C
LINTEL BEYOND
C
2Y12
2Y12
C
Y8-200
FILLED WITH CONC. (TYP.)
200mm BLOCKWORCK
200
400
SECTION
2SCALE 1 : 4075-05
SECTION
SCALE 1 : 4075-05
3
SECTION (GRD. FLOOR)
SECTION (FIRST FLOOR)
1.
2.
3.
4.
5.
6.
7.
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE INDICATED.
REINFORCEMENT WILL BE HIGH YIELD STEEL
GRADE 460 AS PER BS 4449 OR GRADE 60
AS PER ASTM 615.
MINIMUM COVER TO REINFORCEMENT TO BE
35mm.
CONCRETE TO BE GRADE C35/20 WITH
ORDINARY PORTLAND CEMENT.
THIS DRAWING IS TO BE READ IN CONJUNCTION
DETAIL OF THE JOINTS BETWEEN THE
PRECAST SLABS AND ALL OTHER
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PRECAST
SUPPLIER AND CONTRACTOR.
WITH MOWH SPECIFICATIONS AND
ARCHITECTURAL DRAWING.
THIS DRAWING TO BE READ IN CONJUNCTION
R.C. DETAILS
WALL SECTIONS AND
D11 - 75 - 05
1 : 40
AMJAD.S
WITH STRUCTURAL DRAWING NO.D11-75-03.
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˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM 2012
NOV
AUG.2012
RAFT FOUNDATION SECTIONS
& R.C. DETAILS
C02- COLUMN
400
200
BLOCKWORKS C
2Y10 OF FILLED BLOCK
C C
C
4Y16
Y8-200
SCALE 1:40
C03- COLUMNSCALE 1:40
200 200
400 2
00
200
BLOCKWORKS C
3Y10 OF FILLED BLOCK
C C
C
C01- COLUMNSCALE 1:40
5
6
4
3
2
1
WELL
SHAFT
C02
C01C01
C03
C01
C01
C01
C02
C01
4000
2000
2000
2200
4200
2000
200
6400
200
3800
200
C
Y16-200 MESH
(TOP & BOTTOM)
TYP.
300
200
C
Y16-200 MESH
(TOP & BOTTOM)TYP.
ALL AROUND
5Y16 (3T,2B)
C C
C C 700
RAFT FOUNDATION
200mm THICK
100
100
YARD LEVEL
A B
C
C 2800
2Y16
Y8-200
3Y16
C
PAINT (TYP.)
BITUMINOUS
THICKNESS
1000 MICRONS
C
C
C300 M
IN.
C
CV
ARIE
SC
C
200
C
Y16-200
C
Y16-200
C
C
200
(TY
P.)
C
SHEET
POLYTHENE
1000G
C
C25
mm C
OV
ER
YARD LEVEL
A BC
C 2800
2Y16
Y8-200
3Y16
C
PAINT (TYP.)
BITUMINOUS
THICKNESS
1000 MICRONS
C
C
C300 M
IN.
C
CV
ARIE
SC
C
200
C
C50
C
SHEET
POLYTHENE
1000G
C
C
200
C
REFER PLAN
REINFORCEMENT DETAIL
C
C
C 700
2Y16Y8-200
3Y16
C
C
C
C
250
C
C
200
B
C
C250C
C150
C
C250C
C150
C
C250C
C150
C
C250C
C150
C
4Y16
Y8-200
C04- COLUMNSCALE 1:40
400
200
C
C
C
2Y16
Y8-200
3Y16
SECTION DETAIL OF HOUSE ATTACHMENT
HOUSE (TYP.)
FILLER PIECE FOR ADJACENT
WITH TREATED FIBREBOARD
12mm EXPANSION JOINT
SECTION DETAIL OF HOUSE ATTACHMENT
(RAFT FOUNDATION AT DIFFERENT LEVELS)(RAFT FOUNDATION AT SAME LEVEL)
CC
C
C
C
C
C
C
HOUSE (TYP.)
FILLER PIECE FOR ADJACENT
WITH TREATED FIBREBOARD
EXPANSION JOINT
Y16-200
Y16-200
50
3Y16
Y16-200
2Y16
Y8-2003Y16
Y8-200
3Y16 3Y16
Y8-200
Y16-200
2Y16
Y8-200
500
200
200
200
500
SCALE 1:50
SCALE 1:50
200
500 2
00
C
C150C
C250C
C150 C
C250
C
C12
C
C150C
C250C
C150 C
C250
C
C12
GLGL GLGL
AC
C 2800
C
C
150
C
C
C300
C
C100
50
C046a
C03aC03a
100
100
100
100
100
100
100
100
100
C
4Y8
Y8-300
SCALE 1:40
300
200
C
C
C150
6550C
CC
E
200 THK. RAFT FOUNDATION WITH
150 THK. RAFT FOUNDATION WITH
(TY
P.)
100
3700
SUNKEN 50mm
200 200(T
YP.)
700
2
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
1800
B= BOTTOM BARS
T= TOP BARS
FOUNDATIONS.
FORMWORK IN THE CONSTRUCTION OF ALL
FORMWORK - THE CONTRACTOR SHALL USE
ENGINEER’S INSTRUCTION. (SEE SPECS CL 2.15)
THIS WORK SHOULD BE CARRIED OUT AS PER
TION COMPACTED PRIOR TO ADDING THE FILL.
MINIMUM DEPTH OF 200mm AND THE FORMA-
SHOULD BE EXCAVATED AND REMOVED TO A
IN AREAS WHICH HAVE VEGETATION, TOP SOIL
FOUNDATIONS TO BE 70mm.
MINIMUM COVER TO REINFORCEMENT IN
BS 4449 GRADE 460 OR ASTM 615 GRADE 60.
BE HIGH YIELD STEEL DENOTED ’Y’ TO
REINFORCEMENT IN THE FOUNDATION WILL
GRADE 45/20 SRC TO M.O.H. SPECIFICATION.
CONCRETE TO FOUNDATIONS SHALL BE
DESIGN SHALL BE MADE BY THE ENGINEER.
LESS THAN THE ABOVE, AN ALTERNATIVE
WHERE THE GROUND BEARING CAPACITY IS
3rd FLOOR EXTENSION.
FOUNDATIONS ARE DESIGNED FOR FUTURE
CAPACITY OF 100 KN/m.
FOUNDATIONS ARE DESIGNED FOR A BEARING
ARCHITECTURAL DRAWINGS.
WITH M.O.H. SPECIFICATIONS AND
THIS DRAWING IS TO BE READ IN CONJUNCTION
OTHERWISE STATED.
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
2200
2200
18800
1:100, 50 & 40
150
C03a- COLUMN(GROUND FLOOR TO FIRST FLOOR)
DPC LEVEL (TYP.)
DPC LEVEL (TYP.)
FOUNDATION IN FILL AREAS SHALL BE PLACED
ON A MINIMUM 500mm COMPACTED FILL OTHER-
WISE LOWER THE FOUNDATIONS 300mm INTO
UNDISTURBED SUITABLE GROUND OR 100mm
INTO ROCK WHICHEVER IS LESS, ALL OTHER
CASES FOLLOW THE STANDARD DETAILS.
12.
GROUND FLR. SLAB &
C
DPC (TYP.)
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
DPC LEVEL (TYP.)
GROUND FLR. SLAB &
FINISH FLOOR LEVELDPC LEVEL (TYP.)
FINISH FLOOR LEVELC
Y16-200 MESH
(TOP & BOTTOM)
TYP.
200 THK.
RAFT FOUNDATION WITH
C04
C01
C05
C
4Y16
Y8-200
C05- COLUMNSCALE 1:40
350
200
450
1750
1200
C
PAD FOOTING
1200x1750x300
SCALE 1:50
2
75-101
SCALE 1:50
3
75-101
SCALE 1:50
4
75-101
SCALE 1:50
5
75-101RAFT FOUNDATION PLANSCALE 1:50
SECTION
SECTION
SECTION
75-01
2
75-01
4
75-01
3
75-01
5
75-01
1
C01C01
C01C01
C01
C01
C01
C06
C01
REVISED AS SHOWNAPR.2013
C01
CC C
C
C06- COLUMNSCALE 1:40
400
400
200
200200
C01
REVISED AS SHOWN
A B C E
2800 1400 5150
9550
B
3450
1575
B
5 4
SCALE 1:50
C
C 4200C
C 2200C
C 4000
C
Y16-200
C
Y16-200
C
C
200
C
C300
C
C250C
C150
C
C
Y8-200
3Y16
C
2Y16
6a
GR. FLOOR LEVEL
YARD LEVEL
300 M
IN.
C
CV
ARIE
SC
C
200
C
C
200
C
C600
C
C 600
C
Y16-200 (MESH)
1
75-101
C
(TYP.)
200mm BLOCKWORK
+0.00
-0.300
Y16-200
C
Y16-200
CC
C
Y10-200
4Y16
3Y16
2Y16
WALK WAY/ROAD LEVEL
PAVED
C
C250C
C150
C
C500
Y8-200 C
C2Y16
3Y16 C
6
C
C 2200
C
C
100
SECTION
2
C
C 4000C
B
200
200
4a
B
SECTION (ATTACH HOUSE)
6
APRIL.2014
CBLOCKWORKS
4Y10 OF FILLED BLOCK
B
B
B
C
C300
C
C150
C
B
B
C
650
200
100
225
2100
650200
100
225
C
D11 - 75 - 101/1
(SHEET 1 OF 2)
775-101/2
75-101/2
8
75-101/2
B
B
75-101/2
1
C
(TYP.)
200mm BLOCKWORK
C
C300
AMJAD.S/MOHSIN
FEB.2015
D E
L E
T E
DC
NOTE NO.12 DELETED.
SECTION-4 FOUNDATION REINF. REVISED AND
C
C250
C
C350
C
C150
Y8-150
C
APRIL.2015 SECTION-4 REVISED.
D
C
C
C
C100
C
HOUSE (TYP.)
FILLER PIECE FOR ADJACENT
WITH TREATED FIBREBOARD
12mm EXPANSION JOINT
C
C50
C
HOUSE (TYP.)
FILLER PIECE FOR ADJACENT
WITH TREATED FIBREBOARD
12mm EXPANSION JOINT
C
C12
3Y12 (T)+ 2Y16(B)
MESH A-142
E
JULY.2015 MESH REIF. REVISED.
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
E
B
C
D
EEE
A
SCALESHEET SIZE
A 1
UNAIZA
FARZANA
HOUSE TYPE D11
CONTRACT
ISSUED FOR LUMP SUM
CONTRACT
ISSUED FOR LUMP SUM
APR.2014
AMJAD.S
D11 - 75 - 101/2
(SHEET 2 OF 2)
FOR GENERAL NOTES SEE DRG. No. D11-75-01/1.
WITH STRUCTURAL DRG. No. D11-75-01/1.
THIS DRAWING IS TO BE READ IN CONJUNCTION
1.
2.
2014
APRIL
RAFT FOUNDATION SECTIONS
& R.C.DETAILS
1:20
SECTION7
8 SECTION
75-101/2
75-101/2
C
C200
C
C150
C
C 300
C
C300
C
C200
3Y16
C
4Y16
C
CY10-200
C
(TYP.)
200mm BLOCKWORK
SCALE 1:20
C
C300 C
C150
C
C200
C
C500
C
SHEET
POLYTHENE
1000G
C
C
C
Y8-200
4Y16
3Y16
SCALE 1:204a SECTION (FOR DETTACH HOUSE)
75-01/4SCALE 1:20
6 SECTION
75-01/4SCALE 1:20
2
YARD LEVEL
VA
RIE
SMIN.
C
C250 C
C150
C
C300
C
C200
C
C
150
C
C
150
C
C 200
C
C
C150
C
C 2100
2Y16
3Y16
C
Y8-200
C
C
100mm THICK GROUND SLAB
WITH A142 MESH
A B
YARD LEVEL
MIN.
VA
RIE
S
C
C300
C
C200
C
C150C
C250
C
C150
C
C250
C
C100
C
C
150
C
C
150
C
C 200
C
Y8-200C2Y16
C3Y16
C
100mm THICK GROUND SLAB
WITH A142 MESH
YARD LEVEL
C
C250
C
C300
GARAGE LEVEL
GARAGE LEVEL
C
C
50
FIN. GRD. FLR. LEVEL
C
C 2800
˙Æ˚˙Ñí˛ªÞí˙Ó ˙ÆÑÓª
ÑÞª ˙ÆÑÓª
˙ÆÑÓ˙ª
˙ƪժª
˙ƪÑ˙ÌÚ
Úäæ˙ä ˙ÆÑÓªÉ
DESIGN DIRECTORATE
HOUSING PROJECTS PLANNING &
Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN
N O T E S
DESIGNED
CHECKED
DRAWN/CAD
DRAWING NUMBER
DATE
REVISION
PROJECT NAME
DRAWING TITLE
REVISIONSAPP’D/DATE
FARZANA AMIRI
ADEL BIN RAJAB
CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª
MINISTRY OF HOUSING
P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836
KINGDOM OF BAHRAIN
SCALESHEET SIZE
A 1