SOLAR PANEL BOARD

PARAPIT WALL
R.C.C.ROOF SLAB 1:2:4 MIX

0.151.30
R.C.C.SUNSHADE 1:2:4 MIX
&2" THICK

3.05
BRICK WALL WORK

8.30
R.C.C.SUNSHADE 1:2:4 MIX
&2" THICK
FLOOR FINISHING IN CM 1:5

3.05
FLOORING P.C.C 1:5:10 MIX

N
R.C.C PLINTH BEAM

E
SAND FILLING

0.23 1.000.60

S
G.L G.L 0.46 G.L. R.C.C COLUMN 1:2:4 MIX
0.76 ISOLATED FOOTING
R.C.C 1:2:4 MIX
R.C.C 1:2:4 MIX SITE AND DETAILED PLAN SHOWING THE
ELEVATION PROPOSED CONSTRUCTION RCC ROOF
P.C.C 1:5:10 MIX
1.22 GROUND & FIRST FLOOR RESIDENTIAL BUILDING
IN SF.NO : 521/ 4, 520/ 5 , SITE NO: SHOP SITE
LAYOUT.APPL.NO: 4809/ 1988 ,
SECTION ON AA
KANIYUR VILLAGE & PANCAHAYT ,
SF.NO: 521 COLOUR INDEX SULUR TALUK , COIMBATORE DISTRICT.
19'0'' ( 5.79M) SITE BOUNDARY GL GL

LOOSE SOIL
PROPOSED BUILDING

5'6"
ST 1.0M REAR OPEN LOOSE GRAVEL

RCP & ST− DT

APPLICANT NAME :

RWHT
HARD GRAVEL

TRIAL PIT ( NOT TO SCALE)

4.79M ROAD
Mrs. J. YOKESWARI , W/o. Mr. JAYARAM .
4.79 4.79
0.23 4.33 0.23 0.23 4.33 0.23 DETAILS OF JOINARIES. NOTE : ALL DIMENSIONS ARE IN METRE

MD − MAIN DOOR 1.52X 2.13 AREA DETAILS SQ.m SQ.ft

v W
0.23

D − DOOR 1.00X 2.13

D1 −DOOR 0.76 X 2.13
AREA OF SITE 105.90 1140.00
D1 W − WINDOW 1.52X 1.22
W1 − WINDOW 1.22 X 1.22
V − VENTILATOR 0.91 X 0.61 AREA OF PRO. R.C.C. ROOF
75.63 813.77
3.05

TOILET BED OPEN TERRACE

GROUND FLOOR BUILDING
W

1.22X3.05 2.96X3.05
0.85 4.14 AREA OF PRO. R.C.C. ROOF 545.74
50.72
FIRST FLOOR BUILDING

1.54
0.23

0.23

1.25
D D

1.0M SIDE OPEN

D Toilet
AREA OF OPEN SPACE 30.27 326.23
PRO.RCC ROOF
60'0'' ( 18.29M)

60'0'' ( 18.29M)
SITE NO: 13

SITE NO: 12
1.22x1.83
W

N.PIRIVU

MAIN GATE
D1
RESDENTIAL WICKET GATE
3.05

3.05

BED BED
2.96X3.05 4.33X3.05 GROUND
15.79M

AND PARKING REQUIRED PROVIDED

FIRST FLOOR TWO WHEELER SPACE 2 2

0.15

0.15

D BUILDING CAR SPACE 1 1

VERTICAL REINFORCEMENT
AT JAMBS OF OPENINGS
HORIZONTAL SEISMIC BANDS LINTEL BAND
40

APPLICANT :−
40 30
Ø6 @ 150 300

Hand Rail Ø6 @ 150 JAMB

REINFORCEMENT
15.79

Tread 0.25m DOOR

CON MIX M20

STRUCTRUAL PLAN
Rise 0.19m
3.35
W

300 PLINTH BAND

10.59

R.c.c.Waist Slab
HALL Ø6 @ 150
2 TOR 8
WINDOW / DOOR
4.33x3.05 Lintel Band
300

JAMB
reinforcement
con mix M20
6.10

AT L JOINT AT T JOINT

STAIR DETAILS
JUNCTION JUNCTION 300 plinth band
HALL
6.93

4.33X6.10 D lls
Ce destal
Pe
5

RWH_CAPACITY_L = 2000LTRS
DETAILED PLAN OF RAINWATER 0.4
PERCOLATION PEBBLE BED 0.75 Steel pipe

A A 0.91

0.32 1.06
W

0.60
SOLAR SYSTEM
(N.T.S.)

0.16
BED
3.35

Solar Cell
PLAN
4.33X3.35 G.L. G.L.

D1 Control Panel D.C. Convert To A.C.

1.09
0.32

SAND FILLING

1.55 BRICK BATS

Toilet
0.23

Water Heater
A.C. Panel
1.22x1.83
W Step Up ENGINEER /LBS:−
RWHT

Transformer
0.23

SECTION 11Kv/440v
D D
1.50M FRONT
0.59
COMPOUND WALL Not to Scale 11KvGrid Line
2.52

D PORTICO OPEN SOLAR SYSTEM FLOW DIAGRAM

2.27X2.52 OPEN
POOJA TERRACE 19'0'' ( 5.79M) GEARED MOTOR

1.83X1.22
DETAIL
0.23

7.0M EAST WEST ROAD

To pre sedimentation tank

GROUND FLOOR PLAN FIRST FLOOR PLAN

if required

FLOW REGULATOR

SITE PLAN 1: 100 EQUALISATION

TANK EXCESS WATER

SLUDGE
POST
SEDIMENTATION
TANK
TANK
SEWAGE WATER IN HYPO
(AFTER BAR SCREEN) SLUDGE DOSING

DRAWN BY: S.N.CAD & ENGINEERS Tup. Cell: 9842398867