coast development authority
TRANSCRIPT
COAST DEVELOPMENT AUTHORITY
project:
CATTLE TROUGHPLAN AND SECTIONS
job description:
designed by:
drawn by:
drawing no:
checked by:
scale:
WORKING DRAWING
date:AS SHOWN
NOTES
1. All dimensions are in millimeters.2. Only figured dimensions should be used.
F. T. MH. M. M
H. M. MJANUARY 2021
CDA/STD/NAKURUTO/2021
COAST DEVELOPMENT AUTHORITY
project:
job description:
designed by:
drawn by:
drawing no:
checked by:
scale:
WORKING DRAWING
date:AS SHOWN
NOTES
1. All dimensions are in millimeters.2. Only figured dimensions should be used.
F. T. MH. M. M
H. M. MJANUARY 2021
220
SHOATS TROUGHPLAN AND SECTIONS
CDA/STD/NAKURUTO/2021
GSPublisherVersion 0.5.100.100
Drawn byF.T.A
Checked byF.T.M
Drawing Name
STANDARD WATER KIOSK
TAITA TAVETA COUNTY
COAST DEVELOPMENTAUTHORITY
Drawing Scale
1:50
NOTES1.All work to be carried out inaccordance with Council regulations.2.All figured dimensions to be taken inpreference to scaled dimensions3.All walls below 200mm to bereinforced with hoop iron at everyalternative courses4.Provide damp proof course (D.P.C)under all walls.5.Provide Permanent Ventilations aboveall openings6.All drainage passing under buildingand drive area to be of pvc pipe andencased inconcrete.7.Check all dimensions on site.
STRUCTURAL NOTES1.Concretete to have min crushingstrength of not less than 20N/mm at 7daysN.B for column bases lift shafts,RC wallsaround staircases and first floorslab/beam concrete to have minimumcrushing strength of notless than 25N/mm at 28days2. Building stones to be machine cut andhave a crushing strength of 6N/mm motarmix 1:33.Y- High Yield bars to B.S. 4449T1-top first layer, T2-top 2nd layerB1-bottom 1st layer, B2- bottom 2ndlayerD.O.S -determine on site4.Design bearing capacity -250KN/m25. Top reinforcing bars in slabs andbeams to be lapped at mid spanwhilebottom bars at suports Bases-75mm,Column-40mm, Beams-25mm
200
2,20
020
0
200 2,200 200
200 400 900 900 200
400
250
1,30
025
040
0
600
S-01 S-01
600x600 GT
600x600x50mm conc.paving slab around external wall
Fetching bay
Buglar proof Steel Door
Lockable Steel Window
Drainage Grooves
WATER KIOSKcement screed
finish
Tim
ber S
helv
es
Textured concrete ff
to soak away pit
2,50
015
0
1,10
095
045
0
600 1,000
SHS Steel section framesrounding the tank to preventfrom theft
10000lts capacity Plastic water tank
floater detail to manufacture specifications
200mm thick hand packed well compactedhardcore on treated sub base with anti termite
A142 weld mesh laid with300mm lapping
200mm thick well vibrated concrete (1:2:4)
150mm thick RC Tank platform slab withbituminous felt cover laid to 1.5 minimumgradient
650 1,300 650
SHS Steel section framesrounding the tank to preventfrom theft
10000lts capacity Plastic water tank
floater detail to manufacture specifications
Bucket placing Bay
Drainage grooves
Steel Buglar Proof Door
FLOOR PLAN
S-01 Building Section
FONT ELEVATION
SIDE ELEVATION
Date
Jan 2021
NAKURUTO COMMUNITYWATER PROJECT
GSPublisherVersion 0.6.100.100
Drawn byF.T.A
Checked byF.T.M
Drawing Name
STANDARD WATER KIOSK
TAITA TAVETA COUNTY
COAST DEVELOPMENTAUTHORITY
Drawing Scale
1:20, 1:10, 1:25
NOTES1.All work to be carried out inaccordance with Council regulations.2.All figured dimensions to be taken inpreference to scaled dimensions3.All walls below 200mm to bereinforced with hoop iron at everyalternative courses4.Provide damp proof course (D.P.C)under all walls.5.Provide Permanent Ventilations aboveall openings6.All drainage passing under buildingand drive area to be of pvc pipe andencased inconcrete.7.Check all dimensions on site.
STRUCTURAL NOTES1.Concretete to have min crushingstrength of not less than 20N/mm at 7daysN.B for column bases lift shafts,RC wallsaround staircases and first floorslab/beam concrete to have minimumcrushing strength of notless than 25N/mm at 28days2. Building stones to be machine cut andhave a crushing strength of 6N/mm motarmix 1:33.Y- High Yield bars to B.S. 4449T1-top first layer, T2-top 2nd layerB1-bottom 1st layer, B2- bottom 2ndlayerD.O.S -determine on site4.Design bearing capacity -250KN/m25. Top reinforcing bars in slabs andbeams to be lapped at mid spanwhilebottom bars at suports Bases-75mm,Column-40mm, Beams-25mm
300
D. O
. S15
02,
200
300
150
50
14-R8-06-150
6-Y12-05
6-R8-06-150
5-Y12-07-250
5-Y12-07-250
03 03
DETAIL FOR COLUMN ANDCOLUMN BASE
R8-200
SECTION 03-03
200 2,200 200
200 2,200 200 800
300
150
300
150
3 -Y12-11
2-Y12-09
2-Y12-09
3-Y12-09
BEAM A
BEAM B
15 R8-10-150
5 R8-10-150
15 R8-10-150
DETAIL FOR BEAMS
5020
0D
.O.S
600 Y10-200
3-Y10-01-200
DETAIL FOR STRIPFOUNDATION
Date
Jan 2021
NAKURUTO COMMUNITY WATER PROJECT
GSPublisherVersion 0.5.100.100
Drawn byF.T.A
Checked byF.T.M
Drawing Name
STANDARD WATER KIOSK
TAITA TAVETA COUNTY
COAST DEVELOPMENTAUTHORITY
Drawing Scale
1:25
NOTES1.All work to be carried out inaccordance with Council regulations.2.All figured dimensions to be taken inpreference to scaled dimensions3.All walls below 200mm to bereinforced with hoop iron at everyalternative courses4.Provide damp proof course (D.P.C)under all walls.5.Provide Permanent Ventilations aboveall openings6.All drainage passing under buildingand drive area to be of pvc pipe andencased inconcrete.7.Check all dimensions on site.
STRUCTURAL NOTES1.Concretete to have min crushingstrength of not less than 20N/mm at 7daysN.B for column bases lift shafts,RC wallsaround staircases and first floorslab/beam concrete to have minimumcrushing strength of notless than 25N/mm at 28days2. Building stones to be machine cut andhave a crushing strength of 6N/mm motarmix 1:33.Y- High Yield bars to B.S. 4449T1-top first layer, T2-top 2nd layerB1-bottom 1st layer, B2- bottom 2ndlayerD.O.S -determine on site4.Design bearing capacity -250KN/m25. Top reinforcing bars in slabs andbeams to be lapped at mid spanwhilebottom bars at suports Bases-75mm,Column-40mm, Beams-25mm
200 200 2,200 200 800
400
2,20
040
0
4-Y10-200-T2
14-Y10-200-B2 4-Y10-200-T2
14-Y10-200-B24-Y10-200-T2
4-Y10-200-T2
SECTION 03-03
R.C SLAB DETAILS
300
150
50 25
WATER DRIPDETAIL
Date
Jan 2021
NAKURUTO COMMUNITY WATER PROJECT