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Column bracingall beams are (450x220)
D.O
.S(m
in12
00)
3000
3000
High level tanks Base slab (RC details)Slab thickness is 200mm
3200
6200
3400
3000
Tank Beams (600x300)4 no.
3000
Column Bracing beams (220x450)16 no.
Storage tank Section- RC details
High level tanks cover slab (RC details)Slab thicnkness is 150mm
3500
6500
High level tank-Elevation
600
600
Manhole cover slabdepth is 50mm thick
50
50x50x3mm L
50mm thick Man holecover slab
150mm thick cover slab.
BS mesh A142
600
150
F1 F1
F1 F1
Founda on - Layout
Ground level
Twl
Notes 1.All dimensions are in millimetres2.The reinforcement bars are square twisted high tensile steel bar s B1 - Bottom one (First bottom layer)
B2 - Bottom two (Second bottom layer)T1 - Top one (First top layer)T2 - Top two (Second top layer)Y - Diameter of steel Bar
Sect' 02 - 02.
300
300
Column - RC details4 no.
Water bar
Detail at man hole
Civil Engineer:
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_svg.jpg
000
TITLE
5040
0
400 50
L =28902390250
250L
=289
023
90
250
250
17Y12-01-150
17Y
12-0
1-15
0
16Y12-01-150B2
16Y12-01-150B1
16Y12-01-150B1
16Y12-01-150B2
900 200 900
510
300
510
1400
2000
Base F1-RC details4 no.
1400
1400
1400
1400
1400
1400
3250
3250
1500
3250
3250
1500
D.O
.S(m
in12
00)
200200
300
3200
6200
3000
1400
21no.Y12-07-200B2&T2
21no.Y12-07-200B1&T1
21no.Y12-07-200B2&T2
21no.Y12-07-200B1&T1
Y12-13-200EF
84no. Y12-12-200EF(2+2)no. Y12-07-200B
20no. Y12-06-200B1
2no. Y12-11
2no. Y12-11
8no. Y12-02
20no
.Y8-
14-2
0020
no.Y
8-14
-200
8no. Y12-03
2no. Y12-05-200B1
2no. Y16-09
2no. Y16-092no. Y16-09
Y8-14-250Y12
Y12
Y12
Y12
Y12
Y12
Y12
Y12
High Level W
ater Tank of40M
3Capacity
(8M H
eight)
GSPublisherEngine 0.57.100.100
168900 1,091 1,000 1,241
4,400
150
3,30
015
0
2,159 1,000 1,241
1504,100
150
3,60
0
ROOM
FLOOR LAYOUT
SCALE
DATE
DRAWN BY:
DRAWING TITLE:
DRAWING NO:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.
PROPOSED BAIDOA BOREHOLEIN SOUTHWEST STATE
FEB . 2018
DESIGNED BY: W.D
SHEET TITLE:
FLOOR LAYOUTCARTAKERS ROOM
smooth cement f.f
GSPublisherEngine 0.57.100.100
2,159 1,000 1,241
SOUTH ELEVATION EAST ELEVATION
1,241 1,000 1,091 900 168
NORTH ELEVATION WEST ELEVATION
SCALE
DATE
DRAWN BY:
DRAWING TITLE:
DRAWING NO:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.
PROPOSED BAIDOA BOREHOLEIN SOUTHWEST STATE
FEB . 2018
DESIGNED BY: W.D
SHEET TITLE:
FLOOR LAYOUTCARTAKERS ROOM
GSPublisherEngine 0.57.100.100
150 3,300 150
500
300
150
2,40
0400 3,050 400
300
150
1,10
01,
000
150
150
1,13
4
3,98
4
Roof DetailsRoof slope 23o
Half round G.I ridge cap on,GCI sheets on,50x50mm purlins on,100x50mm softwood rafters on,100x50mm tie beam on,100x50mm wall plate100x50mm collar80x80mm king post