SLAB B SECTION -02
1
GSPublisherVersion 0.0.100.100 A A B B 1 1 2 2 200 2,300 200 200 2,300 200 200 2,300 200 200 2,300 200 2,800 2,800 2,800 2,800 150 2,100 200 150 200 2,300 200 2,500 2,500 2,500 2,500 1,200 1,300 1,200 1,200 1,300 1,200 1,200 1,300 1,200 1,200 1,300 1,200 1,800 1,200 900 2,100 2,100 3,600 3,600 3,600 3,600 3,600 2,000 10,000 2,900 200 1,300 200 200 300 200 600 100 600 2,889 200 4,800 200 4,600 200 2,000 450 400 1,520 1,350 10,000 4,800 200 4,800 200 1,300 200 1,200 200 S-02 S-02 S-01 S-01 E-04 E-03 E-02 E-01 10,OOOLITRES PLASTIC WATER TANK steel vert. ladder braced guard rails 10,000LITRE S PLASTIC WATER TANK Soak Pit 200mm thick Block/Concrete wall 10m 3 ltrs plastic tank VERTICAL LADDER ELEVATION - 01 ELEVATION - 02 ELEVATION - 03 ELEVATION - 04 BEAM 01 [ 4 No Thus ] SECTION C-C 150 200 350 -18- -18- -17- -17- 200 -11- MESH COL-01 CB-01 COL-01 CB-01 2R16-18- 2R16-18- 1,800 3,600 20R8-11-200 2R16-18- 2R20-17- C C 1,800 2R20-17- GROUND FLOOR 150 2100 300 150 16Y8-06-150 8Y16-05- COLUMN 01 ( 4 THUS ) SECTON -05- -05- -05- -05- 300 300 06 ROOF LEVEL -05- -05- -05- -05- 300MM THICK APPROVED HARDCORE 50O GAUGE POLYTHEN DPC OM 50MM MARRUM BLINDING Y10- 01-200 3Y10-02 200MM THICK QUARY STONE WALL 150MM THICK CONCRETE SLAB BRC CLASS A142 MESH EXTERNAL AND INTERNAL STRIP FOUNDATION DETAILS 600 600 1200 200 1200 200 Y10- 01-200 3Y10-02 COLUMN BASE B 01 ( 4 No Thus ) 8Y10-03-150BBW 300 300 600 600 600 600 J J 03 03 8Y16-05 6Y 8-04-200 section g - g 1200 350 400 400 -05- -05- -05- -05- R.WANJALA. APRIL, 2021. DRAWN: DATE : PROJECT TITLE SCALE : DRG, NO: APROVED BY : 1:100, 1:50 & 1:25. GROUND FLOOR PLAN, FOUNDATION LAY-OUT, DETAILS FOR COLUMNBASES, COLUMNS, BEAMS, SLAB AND LADDER R.WANJALA. CLIENT : PROPOSED RC ROOFED WATER KIOSK. GROUND FLOOR PLAN. AREA =12.96M 2 SCALE 1:100 4R10-15-200T2 18R12-15-200B2 4R10-15-200T2 18R12-15-200B2 SLAB B 3D PROJECTIONS FRONT VIEW REAR VIEW SIDE VIEW DESIGN: 2021/01. GL Quary/Pre-cast block eng.s approved blocks COL-01 CB-01 CB-01 COL-01 GL GL GL Window Name Double Window 18 Quantity 1 From Room Number W x H Size 1,800x1,200 TYPE Window sill height 900 Window head height 2,100 View from Side Opposite to Opening Side Window List Door Name Door 18 Quantity 1 Zone Number W x H Size 900x2,100 Door sill height 0 Door head height 2,100 View from Side Opposite to Opening Side Door List STEEL CASEMENT TYPE STEEL CASEMENT 18R12-15-200B2 4R10-15-200T2 18R12-15-200B2 4R10-15-200T2 FOUNDATION DETAIL SECTION -02 SOAK PIT drainage channel drainage channel cattle trough chamber 2 cattle trough chamber 1 GL SECTION - 01 300mm hardcore well compacted on 600x200mm strip foundation to S.E details on firm ground FOUNDATION NOTES 200mm thick floor slab with BRC A-142 on SLOPE 1:50 GL Cement Concrete Mix 1:2:4 FLOOR PLAN FOR LIVESTOCK WATERING TROUGH ALL MEASUREMENTS IN MILLIMETERS SCALE 1 : 100 PRACTICAL ACTION MINISTRY OF WATER SERVICES, ENVIRONMENT AND MINERAL RESOURCES NOTE: - All measurements are in millimeters - No alterations should be made to this drawing. - RC conrete works and masonry work should be done to engineers approval
Transcript of SLAB B SECTION -02
GSPublisherVersion 0.0.100.100
A A
B B
1
1
2
2
200
2,30
020
0
200 2,300 200
200
2,30
020
0
200 2,300 2002,800
2,8
00
2,8
00
2,800
150
2,10
020
015
0
200 2,300 200
2,500
2,500
2,50
0
2,50
0
1,200 1,300 1,200
1,20
01,
300
1,20
0
1,200 1,300 1,200
1,20
01,
300
1,20
0
1,800
1,20
0
900
2,10
0
2,10
0
3,600
3,600
3,600
3,600
3,600
2,00010,0002,900 200
1,300
200
200300200
600
100
600
2,889 200 4,800 200 4,600 200 2,000
450
400
1,520
1,350
10,000
4,8002004,8002001,300200
1,200200
S-02
S-02
S-01S-01
E-04
E-03
E-02
E-01
10,OOOLITRESPLASTICWATER TANK
steel vert.ladder
bracedguard rails
10,000LITRES PLASTICWATER TANK
SoakPit
200mm thickBlock/Concretewall
10m3 ltrsplastic
tank
VERTICALLADDER
ELEVATION -01
ELEVATION -02
ELEVATION -03
ELEVATION -04
BEAM 01 [4 No Thus]SECTION C-C
150
200 35
0
-18- -18-
-17- -17-
200
-11-
MESH
COL-01
CB-01
COL-01
CB-01
2R16-18-2R16-18-1,800
3,600
20R8-11-200
2R16-18-
2R20-17-
C
C
1,800
2R20-17-
GROUND FLOOR
150
2100
300
150
16Y8-06-150
8Y16-05-
COLUMN 01 (4 THUS)
SECTON
-05- -05-
-05- -05-
300
30006
ROOF LEVEL
-05- -05-
-05-
-05-
300MM THICK APPROVED HARDCORE
50O GAUGE POLYTHEN DPC OM 50MM MARRUM BLINDING
Y10- 01-200
3Y10-02
200MM THICK QUARY STONE WALL
150MM THICK CONCRETE SLAB
BRC CLASS A142 MESH
EXTERNAL AND INTERNALSTRIP FOUNDATION DETAILS
600600
1200
200
1200
200
Y10- 01-200
3Y10-02
COLUMN BASE B01(4No Thus)
8Y10-03-150BBW
300
300
600
600
600 600
J J
03
03
8Y16-05
6Y 8-04-200
section g-g
1200
350
400
400
-05- -05-
-05--05-
R.WANJALA.
APRIL, 2021.
DRAWN:
DATE:
PROJECT TITLE
SCALE:
DRG, NO:
APROVED BY:
1:100, 1:50 & 1:25.
GROUND FLOOR PLAN,FOUNDATION LAY-OUT,DETAILS FOR COLUMNBASES,COLUMNS, BEAMS, SLAB ANDLADDER
R.WANJALA.
CLIENT:
PROPOSED RC ROOFEDWATER KIOSK.
GROUND FLOOR PLAN.AREA =12.96M2
SCALE 1:1004R
10-15-200T2
18R
12-1
5-20
0B2
4R10
-15-
200T
2
18R12-15-200B2
SLAB B
3D PROJECTIONSFRONT VIEW REAR VIEW SIDE VIEW
DESIGN:2021/01.
GL
Quary/Pre-cast blockeng.s approved blocks
COL-01
CB-01
CB-01
COL-01
GL
GL GL
Window Name Double Window 18Quantity 1From Room NumberW x H Size 1,800x1,200TYPEWindow sill height 900Window head height 2,100
View from Side Oppositeto Opening Side
Window ListDoor Name Door 18Quantity 1Zone NumberW x H Size 900x2,100
Door sill height 0Door head height 2,100
View from SideOpposite to OpeningSide
Door List
STEEL CASEMENT TYPE STEEL CASEMENT
18R12-15-200B24R10-15-200T2
18R12-15-200B24R10-15-200T2
FOUNDATION DETAIL
SECTION -02
SOAK
PIT
drainage channeldrainage channel
cattle
trough
chamber
2
cattle
trough
chamber
1
GL
SECTION -01
300mm hardcore well compacted on600x200mm strip foundation to S.E detailson firm ground
FOUNDATION NOTES200mm thick floor slab with BRC A-142 on
SLOPE 1:50
GL
CementConcreteMix 1:2:4
FLOOR PLAN FOR LIVESTOCKWATERING TROUGHALL MEASUREMENTS IN MILLIMETERSSCALE 1:100
PRACTICAL ACTION
MINISTRY OF WATERSERVICES, ENVIRONMENTAND MINERAL RESOURCES
NOTE: - All measurements are in millimeters - No alterations should be made to this drawing. - RC conrete works and masonry work should be done to engineers approval
