(APPARTMENT BUILDING) ALL DIMENSIONS ARE IN METRE, SCALE 1 : 100

PLAN SHOWING THE PROPOSED CONSTRUCTION OF A R.C.C ROOF SHOPS BUILDING IN GROUND FLOOR ,FIRST FLOOR AREA DETAILS:- Sq.Mt Sq.Ft LEGANDS: FLOOR AREA RATIO

Site Area ( as per Document) G.F+F.F

1320.00 Site Area =
122.79
IN T.S.NO-77/2 ,WARD-A,BLOCK-22,MAHATHMA GANDHI ROAD,VILLUPURAM MUNCIPALITY,VILLUPURAM TALUK & DISTRICT. Site Area ( as per FMB)
120.78 1300.00 Pro.Building
=
Total Site Area
184.75
120.78
Pro.Ground Floor Area 94.08 1012.66 Exg. Road
OWNER:- Mr.K.POPET S/O KRISHNARAO Pro.First Floor Area 90.67 975.96
= 1.52 < 2.00

AMAICHAR KOIL STREET

EAST HANUMAR
KOIL STREET
N Open Area

JOINERY DETAILS:-
26.70 287.34

KAMARAJ STREET RS - ROLLING SHUTTER 2.44 x 2.44 PRO CONST

mahatma gandhi road

D1 - PVC 0.85 x 1.85 BUILD
TPK TEXTILES

BOREWELL
V - Ventilator 1.22 x 1.00
7.00 MARIAMMAN KOIL
ST
MY OUTSTANDING PROPERTY VARADHAN THOPE
18.30
ANGAL AMMAN KOIL COURT ROAD SPECIFICATION

NANDHANAR ST
RWH
MY OUTSTANDING PROPERTY

7.00 M M.G.ROAD
RCC PILLAR FOR FOUNDATION 1:1.5:3MIX,
FOOTING & BASEMENT BRICK WORK IN C:M1:6MIX,
S O S 1.00M SIVAN SUPERSTRUCTURE BRICK WORK IN C:M1:6MIX,
AYYANAR SUPERSTRUCTURE PLASTERING IN C:M1:3MIX,
PADAI ST

F O S 1.5M

THIRU.VI.KA. ROAD
8.25 KULAM RCCPILLAR OF SIZE 0.23X0.23M,0.23X0.30M,

STREET
ROOFING WITH RCCROOF 1:1.5:3MIX,

MAHATHMA GANDHI ROAD

ROOFING & FLOORING IN C:M 1;3MIX, VEERA VAZHI
THIYAGARAJA ST ALL JOINERY WORK IN COUNTRY WOOD, AMMAN KOVIL
6.71

PRO - CONST -BUILDING WHITEWASHING&COLOUR WASHING TWO COATS,

COLLECTION TANK

LANE

RAJAGOPAL STREET
6.39
PRO CONST BUILD T.N COMBINED DEVELOPMENT &
GOVINDARAJAPERUMAL STREET BUILDING RULES -2019 KEYPLAN
V.O.C. ST [ NOT TO SCALE ]

Required Available

HA
MY OUTSTANDING PROPERTY 2.6M WIDE Setback
SLIDING GATE OWNER / APPLICANT:

ARS
Front 1.50 1.50 OK
Mr.K.POPET

BAH
Side -1 1.00 1.00 OK S/O KRISHNARAO

NEHRUJI Side -2 1.00 NIL OK

Rear 1.00 NIL OK
L
ARLA

M PATTAI
WAH Parking 2Cars 2 Cars OK
JAOLD MUNICIPAL
BUS STAND FSI 2.00 1.52 OK
OFFICE URAL ST

PUNTHOTTA
LLI KANNAPPA ST PLOT COVERAGE 77%
POONTHAMA
tip valve STREET SIGNATURE
PARAPET WALL
tank
drain NATARAJ ST
PARK
R.C.C ROOF 1:1.5:3 A.C Vent pipe ENGINERER:
check valve BAFFLE WALL 3" THICK

7.00
R.C.C 1 : 2 : 4 MAN HOLE COVER

INLET
2.94

collector
cold water
10 C.M.Pipe 1.49
hot water
OUTLET 10 C.M.PIPE
train

2.94
2.94
2.94
2.94
B:W IN C:M1:6 MIX
P.C.C 1:5:10, 0.15 THICK

2.20
7.00

tank .37 2.24 .37 Sand & Jelly

0.91
.19 .19 .19 .19
solar water heater

.74
(scale - nts)
2.94

FLOOR FINISHING
TOPO PLAN SEPTIC TANK AND TRENCH
SCALE:1:5000
FL FL FL FL C C 1:5:10 MIX Perforated slab
Sand filling
GL GL GL GL G.L. PLAN INFO
ELEVATION SECTION ON A - A SURVEY_NO=T.S.NO-77/2
Brick work with holes PATTA_NO=000568SD GL +0.00 GLDEPTH soil Description
Average
Thickness
REINFORCEMENT DETAILS
Broken brick & jelly mix
AS_AT_SITE=122.79 backfill:very loose to loose 0.30m

SOLAR PANEL PLOT_AREA_M2=122.79 0.30m

5.60 5.60 5.60 silt fine sand,siltymediumfine

Ties8"@8"c/c BASEMENT LEVEL
FMB_OR_PLR=120.78 sand and sandy silt:loose to
medium dense;
0.45m
9" FFL-+100.83 1.52
P.C.C in mix 1:5:10 PBI 2X16mm Ø
AS_PER_DOCUMENT=122.79 0.75m
brown yellow to grey
1
Top Stirrups
1m @115mmc/c
2.53 2.50

0.83
1.80m
D1 5.14 SINGLE_FAMILY_BLDG=NO
1.50

5.14 gravel and medium fine sand; brown yellow 1.37

1.14
TOILET 1.52 0.45m
FGL-+100.53
W 0.46Ø CRZ=NO 1
1X12mmØ
75mmc/c GL GL
0.23
1.2m Bottom Stirrups NGL-+100.00
SECURITY_ZONE=NO

1'6"
PLINTHBEAM

0.38
silty fine sand to silty medium fine sand;brown ;dense 0.30m 3X12mm Ø 0.23X0.30M
WHETHER_GOVT_OR_AIDED_SCHOOL=NO 1.5m L1/3 L1/2 L1/3 75mmc/c R.C.C 1:2:4MIX

0.30
1.52

1.37
1.52 PERCOLATION PIT FOR 30 SQ.M CONCRETE

W W
ROAD_WIDTH=7.0 gravel and coarse medium sand
0.30m
1.52 1.80m
(NOT FOR SCALE) ROAD_LENGTH=500.00 1.52
1
Top Stirrups PB2 Ties DETAIL
1m
AVG_PLOT_DEPTH=18.30 SOIL DETAILS BEAM SIZE
COLUMN TIES
16 mm Rod 6 Nos

0.55
SCALE 1:50
AVG_PLOT_WIDTH= 6.71 1 8mm Rod Ties 7"@ 7"c/c COLUMN ROD
SUPER STRUCTURE OF BUILDING Bottom Stirrups
9.09

LAND_USE_ZONE = COMMERCIAL

1.83
1.52
1.52

0.17
INLET FROM OPEN TERRACE SECTION ON 1-1

0.75
A W AA A DISTRICT=VILUPURAM L2/3
W L2/3 L2/2
9.09

R.C.C SLAB 1:2:4

TALUK=VILLUPURAM R.C.C 1:1.5:3MIX
"C1"COLUMN FOOTING DETAIL
14.03

0.30
CONCRETE(M20)
SAND RWH_DECLARED=YES R.C.C CONCRETE
SHOP SHOP OPEN TERRACE
BROCKEN BRICKS
0.23
BUILDING_NEAR_TO_RIVER=NO 2nos20mm#

0.30
1.52 9"
FILTER WATER TO WELL AREA_TYPE=OTHERS TREAD - 0.30M Top Stirrups RBI
16.80

16.80

16.34

16.80

W 1.52 1 1m 3X20mm Ø
W BUILDING_NEAR_MONUMENT=NO RAISE - 0.15M P.C.C.1:4:8 MIX

5.14

0.45
5.14 BUILDING_NEAR_GOVT_BLDG=NO SAND
4nos16mm#

0.15
1 Bottom Stirrups
PROVISION_FOR_GREEN_BUILDINGS_AND_SUSTAINABILITY=NO 1.52
FLR_HT_M=2.94M

2.00

0.23
2.00
1.00

1.00

0.15
1'3"
0.23 2nos20mm#
FLR_HT_M=2.94M

SECTION DRG

1.91
1.52 FIRE_PROTECTION_AND_FIRE_SAFETY_REQUIREMENTS=NO L1/3 L1/2 L1/3 3X16mm Ø 2nos16mm#
3.25

1.52
FOUNDATION
3.25

W NOC_FOR_CONSTRUCTION_NEAR_MONUMENT=NO UP
1.00
2.44

2.44

W "C2"COLUMN DETAIL
IF_HERITAGE_TOWN_LESSTHAN_1KM_RADIUS=NO RB2 "C1"COLUMN DETAIL
2.10

2.10

2.10

2.10

1.00 1
Top Stirrups
1m
RAINWATER HARVESTING

0.30
0.23
1.00
1.00 1.00 2.91
NOC_FIRE_DEPT=NO BEAM SIZE 2nos12mm#
1.00 2.91 1.00 16 mm Rod 6 Nos COLUMN SIZE COLUMN SIZE
RS RS JURISDICTION_TYPE=MUNICIPAL
PLOT_NO=0
STAIRCASE DETAILS 1
Bottom Stirrups
8mm Rod Ties 7"@ 7"c/c
C1-0.23X0.30-16mmROD4nos C2-0.23X0.45-20mmROD4nos
OSR_APPLICABLE=NO SECTION ON 1-1
RS L2/3 L2/2 L2/3
PREMIUM_FSI_REQUIRED=YES 1.2000
1.52

IS_APPROVED_LAYOUT=NO
2.54

PORCH
2.44
2.77

IS_SWIMMING_POOL_EXISTS=NO RWH_CAPACITY_L=5000LTRS
This Design is only for calculation work only,
1.52 ELEVATION BLOCK_1_B-SHOP_MEMBER_COUNT=4 Shear Reinforcement for all the shear reinforcement
3.91 3.05 beams shall be 8mm Ø @ 6"c/c not suitable for execution.,
0.45

Main Bar Extra Reinforcement Main Bar Extra Reinforcement

4.37 0.0000 S.No Size Shear Reinforcement S.No Size Shear Reinforcement
Top Bottom Top Bottom Top Bottom Top Bottom
0.24 0.24 0.24
5.60 3.00 2.36 PBI 1"X9" 2X12Ø 2X16Ø 1X12Ø 1X16Ø 8Ø @ 6"c/c RBI 1'X9" 2X16Ø 2X16Ø 1X16Ø 1X16Ø 8Ø @ 6"c/c
1.56

1.5333 1.5333
Plan
PRO. GROUND FLOOR PLAN PRO. FIRST FLOOR PLAN TERRACE FLOOR PLAN Compound wall Detail PB2 1'6"X9" 2X12Ø 2X16Ø 1X12Ø 1X16Ø 8Ø @ 6"c/c RB2 2'0"X9" 2X20Ø 2X20Ø 1X20Ø 1X20Ø 8Ø @ 6"c/c
8.00

SR No: 044/CP/24-25/0001492,BP No: 044/BL/2024/00093