Pump house drawings for construction in water supply projects.pdf

Pump house drawings

1. WEATHEING
IlLES N CM1:3 WEATHERING
cOURSE WTH
SURKI CONCRETE
100F
600
**PCC 1:4:8
SAND FILLING
2025
GL
GL GL
.EARTH FILUNG.
FRONT ELEVATION
-BK. FOUNDATION
IN CM 1:S
-PCC 1:4:8
-SAND FILLING
2000
50
SECTION ON AA.
1200
---
sCHEDULE OF JONERIE
D 1.0 MX 2.1 M STEEL DOOR (DOUBLE LIEAFE) NO.
0.9 MX 0.i M STEEL WINDOw (DOUBLf LEAFE) NO. W
2.OM
X 2.OM PUMP ROOM
PLAN
Ai.

2. 100 230 230 100
4000
-610 TOR
400 @ TOP (TYP)
TOR 2 US 200 C/C
RCC DETAILS OF PLINTH BEAM
8 TOR TOP RODSAT
SUPPORTS 200 C/c(TYP)
8 TOR
EXTRA TOP RODS
AT SUPPORTS (TYP)
2300 roR
8 TOR2 /S 200 C/C
2 10 TOR
TOR12 C/C
1e10 TOR HOOP HE
a TOR DIST.
i12 OR
RCC DETAILS
OF
SUNSHADE & LINTEL
RCC DE
oVER DO
5z OR
TOR 200 C/C ON
BOTH WAYS AT
BOTTOM (ALT. CRKD. AT
SUPPORTS)
8 TOR
2 LS 0o C/c
2 rOR
210 TOR
TOR 12S C/C
1#10 TOR HOOP
ROD
e8 TOR DIST.
212 TOR
RCC DETAILS OF SUNSHADE& LINTEL
OVER VWINDOWS N.
8
RCC DETAILS OF ROOF SLAB
(100 THK.)
4.0M X 3.0M PUMP ROOM
L
.

3. -- POOF SLAB R.C.C 1:2:4-10CM THICK
300.00
BRICK wORK CM :5
R.C.C LINTEL AND SUN SHADE
45.00i
60.00
FLOORING WITH C.c 1:4:8
TOP PLASTERING WITH C.M 1:3
PLINTH BEAM R.C.c 1:2:4 -15CM THIC
BRICK WORK CM 1:5
SAND FILLING-15CM THICK
.15M
45 F3na2 0.30M TOTAL ELEVATION
SAND-0.15M
60
-R.C.C 1: S-15C iniC 23.00
300.00 23.00
90.00
SAND FIL IIG-15CM THICK
A
SECTIONON AA
TWAD BOARD
REFERENCE
W W
00OR:1.00*2.10M
WINDW:0.90*1.20M[2NOS]
CONSTRUCTION OF PUMP HOUSE
OF SIZE 3.00x3.00M
L
.
D
A
PLAN

4. 100 230
2000
230 100
400 TOP (TYP)
******
***** **
*** *******
****" ******* ***
8 TOR TroP RODS AT
SUPPOFTS 200 C/C(TYP)
-8 TOR EXTRA TOP RODS
AT SUPPORTS (TYP)
230
a TOR 2 L/S 200 C/C
210 TOR
A
TOR125 c/c
1i TOR HOOP
Roo
3h0
300 212 TOR 8 TOR DIST.
RCC DETAILS OF
SUNSHADE & LINE.
OVER DOOR
8 TOR 200 C/C ON
BOTH VAYS AT
BOTTOA (ALT. CRKD. AT
SUPPORTS)
***** ******* ******* *****
**
**" *** **
****** .
RCC DETAILS OF ROOF SLAB
(100 THK.)
2.0MX 2.0M PUMP ROOM
.

5. 100 230
230 100
4000
400 TOP (TYP)
610 TOR
-8
TOR 2 L/S200 C/C
-----~------
*****
RCC
DETAILS OF PLINTH BEAM
8 TOR TOP RODS AT
SUPPORTS 200 C/C(TYP)
8
TOR EXTRA TOP
RODS
AT SJPPORTS (TYP)
TOR 2
L/S 200 C/C
8
230 600
2#10 TOR AL -TOR 12
/C
I10 TOR HOOP T
=
-4#8 TOR DIST.
2#12 TOR
so
57
RCC
DETAILS OF
SUNSHADE &
LINTEL
OVER DoOR
8 i 200 C/C
ON
BOTH WAYS AT
BOTTOM(ALT. CRKD. AT
sUPPOF:TS)
-8 TOR 2 L/S
200 C/C
230 45
TOR
125
C 2#10 TOR
#10 TOR HOOP
ROD
R
#8 TOR DIST.
2#12 TOR
RCC
DETAILS OF
SUNSHADE & LINTEL
OVER WINDOWS
RCC
DETAILS OF ROOF SLAB
(100 THK.)
4.0M X 3.0M PUMP ROOM

6. WEATHE
cOURSE wIT
00
BEAM 2 OS
WAL N CM s
POUND oVERBASEM
...
_
GI
GL
MASONY
FRONT ELEVATION SAND FUN
SECTION ON A A
CA
3065
3109 305
9000
w2 W2
wz 0.9 MX 0.6 u STEEL WNDow (DouaLE ENE , OS.
W2 2
W1
9.0M X 5.0M PUMP ROOM
120O
PLAN

7. (C (D
3065 100 3065
450
210
100
100
9000 TOR 10
3 C2 Us 200 C/c
RCC DETAILS OF PLIPINH BEAM
230 50
oR 12s
C
-3 TOR 2 L/S20o Cc
i 8 TOR 200 C/c AT BOTTOM
210 TOR
110 TOR HOOP
ROD
4#8 TOR DIST. 2#12 TOR
RCC DETAILS OF SUNSHADE & LINTEL
OVER DOOR & WINDOWVS
930 30 930
TOR
8 TOR00
AT TOP oVER
SUPPORT^ ( TYR)
2#12
-3 TOR 2 L/S 200 C/C
216 TOR
300
RCC DETAILS OF BEAM
2
RCC DETAILS COF ROOF SLAB
125THK.
9.0M X 5.0M PUMP ROOM

8. EAIHERING
TILES IN CM 1:3 WEATHERING
COURSE WITH
SURKI CONCRETE
100
-230 THK. BK.
WALL IN CM 1:5
450
-PCC 1:4:8
SAND FILLING 340 X 15o PUNTH BEAM
ALROUNO OVER BASEMENT
250250
GL RH.FLLNI, GL .'.":::.'.'':V
R.R MASONRY
IN CM 1:5
FRONT ELEVATION
-PCC 1:8
SAND FILLING
900
230 SECTION ON B B
5000_
Z
A
A
L
..
GL GL
L
900
1460L 1360
1500L
SECTION ON A A
PLAN
5.OM X 4.0M PUMP ROOM
OF JOINERIES:
NO. 1.0 M X 2.1 M STEEL DOOR (DOUBLE LEAF :)
0.9 MX
1.2 M STEEL WNDOW (DOUBLE LE A E) 2 NOS

9. 100 230 5000
230 100
400 TOP(TYP)
610 TOR
.
-8 TOR 2 L/S 200 C/C
RCC DETAILS OF PLINTH BEAM
-
TOR TOP RODS AT
SUPPORTS200 C/c(TYP
8 TOR EXTRA TOP RODS
AT SUPPORTS (TYP)
230 600
8 TOR 2 L/S 200 C/C
2#10 TORR-
TOR12s C/c
#10 TOR HOOP9
ROD
2#12 TOR
4#8 TOR DIST
IS. 7159 RCC DETAILS OF SUNSHADE& LINTEL
OVER DOOR
8 TOR @ 200 C/c ON
PTH WAYS AT
BOTTOM (ALT. CRKD. AT
SUPPORTS)
230
TOR 2 L/S 200 c/C
210 TOR TOF: 125 C/C
1#10 TOR HOOP AZ
ROD
212 TOR #a TOR DIST.
OF SUNSHADE & LINTEL
OVER vINDOWS
RCC DETAIL
RCC DETAILS OF ROOF SLAB
(120 THK.)
5.OM X 4.0M PUMP ROOM

10. ATHEPT
ES
IN CM 1:3
WEATHERNG
COURSE WiTH
SURKI CONCRETE
10ol
300x S00 T
BEAM 2 NOS
230 THK. B
WAL N CM 15
PCC 1:48
SAND FLUG 450X 150 PLNTH 8EM
ALAOUND OVER 3ASEME
GL
...'Esinm siia.'..
.
GL
R.R MASONRY
N CM 1:S
PCC1:4:
6AND FUG
1000
SECTION ON A A

11. (B (C (
J065 J100
9000
N2 w2
340
A
w wa
L
600
-D-EH
W1
W2 2
PLAN
1200