Scale: 1:30
SECTION
1
S03
RUBBLE
MASONRY
450
600
50 TK. SCREED
1000g POLYTHENE LAYER
600
450
50 TK. SCREED
1000g POLYTHENE LAYER
50 TK. SAND LAYER
1000g POLYTHENE LAYER
600
RUBBLE
MASONRY
350X225 TB
ISOLATION JOINT
1
2
5
150
COMPACTED EARTH FILL
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
600
600
450
50 TK. SCREED
1000g POLYTHENE LAYER
50 TK. SAND LAYER
1000g POLYTHENE LAYER
600
RUBBLE
MASONRY
350X225 TB
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
600
IJ
200 HIGH RC KERB
350x225
TIE BEAM
300
DETAIL-R
450
50 TK. SCREED
1000g POLYTHENE LAYER
600
350x225
TIE BEAM
DETAIL-S
Scale: 1:30
SECTION
2
S03
450
50 TK. SCREED
1000g POLYTHENE LAYER
600
Scale: 1:30
SECTION
3
S03
200
100
25
25
BRICK/BLOCK
WALL
15mm
THICK
PROTECTIVE
SCREED
15mm
THICK
PROTECTIVE
SCREED
WATER
PROOFING
AS
SPECIFIED
15mm THICK
PROTECTIVE SCREED
25x25
FILLET
WATER PROOFING
AS SPECIFIED
Scale: 1:5
DETAIL-R
Scale: 1:5
DETAIL-S
450
50 TK. SCREED
1000g POLYTHENE LAYER
50 TK. SAND LAYER
1000g POLYTHENE LAYER
600
RUBBLE
MASONRY
350X225 TB
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
50 TK. SAND LAYER
1000g POLYTHENE LAYER
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
IJ
Scale: 1:30
SECTION
4
S03
Scale: 1:30
SECTION
5
S03
RUBBLE
MASONRY
450
600
50 TK. SCREED
1000g POLYTHENE LAYER
600
450
50 TK. SCREED
1000g POLYTHENE LAYER
50 TK. SAND LAYER
1000g POLYTHENE LAYER
600
RUBBLE
MASONRY
350X225 TB
ISOLATION JOINT
1
2
5
150
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
600
SOIL SHALL BE TREATED FOR TERMITE BEFORE LAYING THE
FOUNDATIONS AND GROUND FLOOR.
DO NOT EXCAVATE BELOW THE ADJACENT BUILDING
NOTE:-
FOUNDATION LEVEL WITHOUT THE APPROVAL OF THE
STRUCTURAL ENGINEER.
1.
2.
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C20
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S03
GENERAL ARRANGEMENT OF FOUNDATION
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA

C
1325
250x25 TIMBER
VALANCE BOARD
75x100 TIMBER WALL PLATE
125x50 TIMBER RAFTERS
AT 600 CTS.
175x50 TIMBER RIDGE PLATE
ROOFING
A1
1125
250x25 TIMBER
VALANCE BOARD
75x100 TIMBER WALL PLATE
125x50 TIMBER RAFTERS
AT 600 CTS.
ROOFING
B
75x100 TIMBER WALL PLATE
4450
2050
1535
Scale: 1:30
SECTION
A
S06
50x50 TIMBER BATTENS AT 600 CTS.
75x100 TIMBER WALL PLATE
12mm DIA GI TREADED BOLTS
AT 900 CTS.
Scale: 1:10
WALL PLATE FIXING DETAIL
-
-
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C20
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S06
GENERAL ARRANGEMENT OF ROOF
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA

2050
4450
5050 2300 3250
2 3 4 5
C
B
A1
2050
4450
C
B
A1
6
1212
1325
1125
A
S07
Scale: 1:75
GENERAL ARRANGEMENT OF ROOF
-
-
WP
RP
WP
WP
125x50 TIMBER RAFTERS
AT 600 CTS.
1. ALL TIMBER SHALL BE CLASS-1
2. ALL RAFTERS ARE 125x50 PLACED AT 600 CENTERS.
3. ALL REEPERS(BATTENS) ARE 50x50 PLACED AT APPROXIMATELY 600 CENTERS.
NOTES
RP = TIMBER RIDGE PLATE 175x50
WP = TIMBER WALL PLATE 75x100
LEGEND
RB = RC BEAM 225x225
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C20
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S06
GENERAL ARRANGEMENT OF ROOF
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA

600
2050
4450
1212
1600 5050 2300 3250
1 2 3 4 5
D
C
B
A1
A
1188
C1
600
2050
4450
2400
D
C
B
A1
A
200 Heigh
RC Kerb
DN
200 Heigh
RC Kerb
Tk.
+104.250 EL
125
1013
3437
Tk.
+104.250 EL
125
Tk.
+104.250 EL
125
Tk.
+104.200 EL
125
Tk.
+104.200 EL
125
Tk.
+104.200 EL
125
Tk.
+104.225 EL
150
Tk.
+104.225 EL
125
6
1212
Tk.
+104.200 EL
125
B1(350x200)
50
50
25
25
50
25
LOAD BEARING WALL
LEGEND:-
RC KERB
Scale: 1:75
GENERAL ARRANGEMENT OF FIRST FLOOR
-
-
50
1
-
B2(400x200)
B2(400x200) B2(400x200) B2(400x200) B2(400x200)
B3(400x200)
B4(400x200) B4(400x200) B4(400x200) B4(400x200) B4(400x200)
B5(400x200)
B6(400x200)
B7(400x200)
B8(400x200)
B8(400x200)
B8(350x200)
B9(400x200)
B9(400x200)
B9(350x200)
B10(400x200)
B10(400x200)
B11(400x200)
B12(400x200)
2
-
100 TK.200 Heigh
RC Kerb
· Width of kerbs as per the wall thickness.
· Kerb height at the toilet doors (if necessary) to architect's detail
· Water proofing height for shower areas to be as specified.
WATER PROOFING
AS PER SPECIFICATION
100 TK. 200 HIGH
KERB
400
200
200
Scale: 1:30
SECTION
1
-
125
125
50
DETAIL-X1
DETAIL-Y1
R.C. Kerb
200
400
200
R.C. Kerb
200
400
200
125
125
Scale: 1:30
SECTION
2
-
BRICK/BLOCK
WALL
15mm TK
PROTECTIVE SCREED
25x25 FILLET
15mm TK.
PROTECTIVE SCREED
WATER PROOFING
AS SPECIFIED
200
100
15mm TK.
PROTECTIVE SCREED
WATER PROOFING
AS SPECIFIED
25
25
Scale: 1:5
DETAIL-Y1
Scale: 1:5
DETAIL-X1
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C20
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S05
GENERAL ARRANGEMENT OF FIRST FLOOR
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA

Scale: 1:75
GENERAL ARRANGEMENT OF GROUND FLOOR
-
-
600
2050
4450
1212
1600 5050 2300 3250
1 2 3 4 5
D
C
B
A1
A
5694
2475
2
5
4
4
1
6
4
9
1188
C1
600
837
2163
2400
D
C
B
A1
A
1125
1162
1325
1213
1800
Tk.
+101.250 EL
100
Tk.
+101.250 EL
100
Tk.
+101.200 EL
100
Tk.
+101.200 EL
100
50
50
Tk.
+101.250 EL
100
Tk.
+101.250 EL
100
Tk.
+101.250 EL
100
Tk.
+101.200 EL
100
Tk.
+100.350 EL
100
Tk.
+100.350 EL
100
Tk.
+100.300 EL
100
Tk.
+101.100 EL
100
1
S03.1
2
S03.1
4
S03.1
3
S03.1
5
S03.1
UP
THIS AREA NO BUILDING-?
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C20
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S04
GENERAL ARRANGEMENT OF GROUND FLOOR
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA

Scale: 1:75
GENERAL ARRANGEMENT OF FOUNDATION
-
-
600
2050
4450
1212
1600 5050 2300 3250
1 2 3 4 5
D
C
B
A1
A
5694
2475
2
5
4
4
1
6
4
9
1188
C1
600
837
2163
2400
D
C
B
A1
A
1125
1162
1325
1213
1800
350x225 TIE BEAM-TB1
RANDOM RUBBLE WORK
LEGEND:-
F1/C1 F1/C1
F1/C1 F1/C1 F1/C1 F1/C1
F1/C1 F1/C1 F1/C1 F1/C1
F1/C1
F1/C1
F1/C1
F1/C1
1
S03.1
2
S03.1
4
S03.1
3
S03.1
5
S03.1
THIS AREA NO BUILDING-?
RUBBLE
MASONRY
450
600
ISOLATION JOINT
350x225
TIE BEAM
BRICK WALL
TYPICAL RUBBLE FOUNDATION
ANCHORING DETAIL
(SCALE- 1:30)
100 TK
GROUND FLOOR SLAB
R/F WITH A142 MESH ON TOP
50 TK. SAND LAYER
1000g POLYTHENE LAYER
ANCHORED WITH
HILTI HIT RE-500
M16 DOWEL BARS
ROCK
250
T12-01-150-B1
1 1
50 TK. SCREED 1000g POLYTHENE LAYER
900
900
900
900
02
01
T12-02-150-B2
R/F DETAILS FOR
FOOTINF-F1
(SCALE- 1:30)
SECTION 1-1
(SCALE- 1:30)
350
200
R/F DETAILS FOR
TIE BEAM
(SCALE- 1:30)
2T12
T8-125
2T12
400
200
R/F DETAILS FOR
COLUMN-C1
(SCALE- 1:30)
2T12
R6-125
2T12
2T12
ABBREVIATIONS USED IN THIS DRAWING
·APS = As Per Specification
·Col. = Column
·EL = ELevation
·RC = Reinforced Concrete
·Tk = Thickness
·NTS = Not to Scale
·dia/Ø = Diameter
·crs = Centres
·℄ = Centre Line
CHECK ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. DO NOT SCALE FROM
DRAWING. REPORT ANY DISCREPANCIES. IF IN DOUBT ASK. COPYRIGHT AND AUTHORITY
FOR ANY REPRODUCTION OF DESIGN SHOWN HERE IS RETAINED. DO NOT KEEP SUPERSEDED
DRAWINGS ON SITE.
1. FOR GENERAL NOTES REFER DRG. NO-S01.
2. FOR TYPICAL DETAILS REFER DRG. NO-S02.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS AND
ENGINEERS DRAWINGS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
5. NO CONCRETE TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED
AND APPROVED BY THE ENGINEER.
CONCRETE GRADE:
SLABS - C25
BEAMS - C25
COLUMNS - C25
RC KERB - C25
6. APPROVED WATER PROOFING TO BE APPLIED TO ON ALL SURFACES
THAT CONTAIN OR EXCLUDE WATER.
6. UNLESS OTHERWISE INDICATED MINIMUM LAP IN REINFORCEMENT TO BE
52 x SMALLER BAR DIAMETER AND ANCHORAGE LENGTH TO BE 52 x SMALLER BAR DIAMETER.
7. NO CONCRETE IS TO BE POURED UNTIL THE REINFORCEMENT HAS BEEN INSPECTED AND APPROVED
BY THE ENGINEER.
8. 11T12-06-125 TO BE READ AS 11 NOS, HIGH YIELD BARS OF 12MM DIA,BEARING IDENTIFICATION NO 06
PLACED AT 125mm CENTERS.
9. MINIMUM LAP IN REINFORCEMENT TO BE 52XØ SMALLER BAR DIAMERER.(UNLESS SPECIFIED).
10. COVER TO BE AS FOLLOWS:
SLAB INTERIOR
TOP/BOTTOM - 25mm
SIDES - 30mm
SLAB EXTERIOR
TOP - 40mm
BOTTOM - 30mm
SIDE - 40mm
STRUCTURAL CONSULTANT
This Drawing must not be
used for Construction
unless signed as Approved
CHECK
CHECK
DRAFTING:
REV: 00
TITILE
PROJECT
DRAWN: Lal Sumanarathna
SCALE - AS GIVEN
A3
SHEET SIZE
DATE: 15-03-2023
DESIGN:
DESIGNED:
APPROVED:
DRAWING NO: S03
GENERAL ARRANGEMENT OF FOUNDATION
DATE BY
DESCRIPTION
REVISION PROPOSED ECO VILLA
FOR MRS. SUNJEEVANI KOTAKADENIYA
AT KURUNEGALA