PRACTICAL TRAINING PORTFOLIO GARGI KOUL 202830012 SEMESTER - VII
TRAINING OFFICE : DESIGN ANTHEM FORUM
2023 OCTO E B N
2023 ER
FROM
CPM-55, First Floor, Sector-105, Mohali
JU
AR. ARUN YADAV
CONTENT
FROM
2023 OCTO E B N
2023 ER
JU
#292 WHITE CITY #299 WHITE CITY #257 CHANDIGARH ROYALE CITY PLANNING 2D ELEVATION INTERIORS 2D, 3D RENDERS SUBMISSION DRAWING SITE VISIT
#292,WHITE CITY
PLOT AREA = 25'-0"X45'-0"= 1125 SQFT FAR :- 1:2.1 (2362.5 SQFT) PERMISSIBLE AREA = 750 SQFT
7'-6"
25'
2'-6'' WIDE PROJ. ABOVE C1
4"Ø VS 3"Ø WS
4"Ø RWP
C1
C1
C2
4"Ø RWP
C1
C2
4"Ø RWP
C1
C2
TOILET 6'-0"X8'-121"
TOILET 6'-0"X8'-121"
BEDROOM 11'-3"X13'-6"
KITCHEN 9'-121"X10'-0"
2'-6'' WIDE BALCONY
4"Ø VS 3"Ø WS
C1
TOILET 6'-0"X8'-121"
TOILET 6'-0"X8'-121"
BEDROOM 14'-42'1 'X13'-6"
2'-6'' WIDE BALCONY
4"Ø VS 3"Ø WS
DRAWING 11'-3"X13'-6"
3"Ø WS
3"Ø WS
3"Ø WS
C.B. C.B.
C2
C1
BEDROOM 10'-421"X13'-0" LOBBY 10'-1021"X14'-721"
C2
C1
C1
30'
C.B.
C.B.
C1
30'
C1
45' 30'
C1
C2
4 ' - 9 "
W I D E
C.B.
BEDROOM 10'-421"X13'-0"
P A S S A G E
C.B.
DN 18 18 15
CUT OUT 1'-9"X6'-9"
DRAWING 10'-121"X10'-3"
P.D. 4'-0''X6'-0"
15
8'-3" WIDE L O B B Y
STAIRCASE 9'-1021"X6'-3"
C1 01
C2
03
STAIRCASE 9'-1021"X6'-3"
UP 26
C1
C1
TOTAL COVERED AREA FOR F.A.R = G.F(750)+F.F(750)+S.F(750) = 2250 SQ.FT.
DRAWING TITLE:
REVISIONS
FLOOR PLANS
SR. NO. DATE
PROJECT TITLE: REVISIONS
NORTH
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
4"Ø RWP
SECOND FLOOR PLAN
FIRST FLOOR PLAN
7'-6"
2'-6'' WIDE BALCONY
4"Ø RWP
4"Ø RWP
GROUND FLOOR PLAN
DESIGN ANTHEM FORUM
C1
C2
08 C1 2'-6'' WIDE BALCONY
DEALT BY: AR. GARGI KOUL
UP DN
C2
ENTRANCE
2'-6'' WIDE PROJ. ABOVE
12
12
UP
C1
BEDROOM 13'-121"X14'-721"
CLIENT:
SITE LOCATION:
Mr. MALKIYAT SINGH
# 292, WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
3'-6"
C
2'-3"
8'-6"
3'-6"
8'-6"
LVL + 22'-6"
DESIGN AS PER IMAGE OUTDOOR LAMP
10'-6"
6'-9"
2'-9"
PAINT AS PER SELECTION
421" 2" 2" 321" 3" 2" 2"
DETAIL AT - 'E'
PAINT AS PER SELECTION
1'-6"
PLINTH LEVEL GROUND LEVEL
DRAWING TITLE:
REVISIONS SR. NO. DATE
DEALT BY: AR. GARGI KOUL
REVISIONS
NORTH
RESIDENTIAL
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO :
N
SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. MALKIYAT SINGH
# 292, WHITE CITY
E
W
S
1'-821"
1121" 1021"
DETAIL AT - 'A'
NOTES:
CHECKED BY: AR. ARUN YADAV
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
9"
7"
PROJECT TITLE:
3" 421"
DETAIL AT - 'C'
A' 2D ELEVATION FRONT
221" 2"21"221" 221"
12'
LVL ± 0"
421" 3"
6"
8'-521"
221"
221"
4'
221" 2"21"221" 321" 321"1"2"
3'-1021"
10'-6"
3'
9
LVL + 11'-3"
2'-621" OUTDOOR LAMP
LVL ± 0"
1021"
SLAB
6"
9"
LVL+2'-6"
1'-921"
2'-3"
10 21"
IRON RAILING
OUTDOOR LAMP
DESIGN ANTHEM FORUM
DETAIL AT - 'D'
A
1'-9"
MOULDING AS PER DETAIL DWG SLAB
2'-6"
LVL-7'-0"
6'-10"
SLAB
9"
1-'9"
LVL ± 0"
3'
IRON RAILING
B
LVL-2'-6"
44'-5"
PAINT AS PER SELECTION
PAINT AS PER SELECTION
621"
2'-9"
221"
6'-10"
1121"
1" 2" 4"
LVL ± 0"
3"
LVL ± 0"
MOULDING OUTDOOR LAMP DESIGN AS PER IMAGE
121" 421"
9"
LVL-7'-0"
IRON RAILING
MOULDING AS PER DETAIL DWG SLAB
SLAB
6"
3'
D
10'-6"
PAINT AS PER SELECTION
6'-9"
2'-6"
DETAIL AT - 'B'
LVL + 33'-9"
2" 2"
SLAB
LVL+2'-6"
9"
8' 4'-321"
MOULDING AS PER DETAIL DWG
1 1 1 1 1" 0"2"32"1"21" 1" 32" 12"2" 3"0"2"1"
PERGOLA
7"
6"
15'-521"
11'
221"1"
4'-521"
LVL + 42'-6"
1'-6"
LVL ± 0"
PAINT AS PER SELECTION
SLAB
221"
MOULDING AS PER DETAIL DWG
LVL+1'-6"
2" 2"
1'-2"
SLAB
9"
E
13'-8"
1" 1" 1 1 2 1 1" 32"12"2" 3" 2"1"2 32" 1" 1"
A
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
9" 1 2'-51" 9" 6 " 2 2
9"
1'
LVL + 42'-6"
SLAB
2'
SLAB
2'-021"
3'-6"
MOULDING
2'-021"
4'-4"
2'-3"
10'-6"
10 21" IRON RAILING
2'-121"
PAINT AS PER SELECTION
2'
IRON RAILING
4'-6"
LVL +4 1/2"
PAINT AS PER SELECTION
LVL +4 1/2"
6'-9"
1 1 1 1'-221"1'-1021" 2'-22" 1'-7" 1'-32"1'-1"1'-22" 2'-4" 1'-321"1'-1"
2'-1021"
MOULDING AS PER DETAIL DWG
LVL ± 0"
10'-6"
LVL ± 0"
LVL ± 0"
5'-6"
MOULDING AS PER DETAIL DWG
LVL + 33'-9"
8'
LVL+2'-6"
MOULDING AS PER DETAIL DWG MOULDING AS PER DETAIL DWG OUTDOOR LAMP
5" MOULDING AS PER DETAIL DWG
9" 9"
SLAB
PARAPET WALL
6"
8'
MOULDING AS PER DETAIL DWG
4'-321"
1 1 1'-3" 2'-52" 62"
LVL -11-7 1/2"
9"
4'-721"
PERGOLA
4'-521"
MOULDING AS PER DETAIL DWG PAINT AS PER SELECTION
LVL-10'-1 1/2"
2'-3"
SLAB
1'-2"
16'-921"
2'-6" OUTDOOR LAMP
6"
IRON RAILING
10'-6" 8'
IRON RAILING
2'-221"
6'-121"
1'-0211'-1" "
LVL ± 0"
8'-2"
4'-6"
3'
3'-6"
1'-6"
2' 12' 7'-3"
PAINT AS PER SELECTION
4'-6"
6'
LVL +4 1/2"
2'-621"
LVL ± 0"
BACK DOOR
PLINTH LEVEL GROUND LEVEL
1'-6"
3'-9"
PLINTH LEVEL GROUND LEVEL
45'
DRAWING TITLE:
REVISIONS
2D ELEVATION SIDE
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
SECTION - AA' PROJECT TITLE:
REVISIONS
NORTH
RESIDENTIAL
NOTES:
N
CHECKED BY:
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
OUTDOOR LAMP
2'-3"
1'-1"111" 2
MOULDING AS PER DETAIL DWG
10'-6"
6'-621"
SLAB
3'-9"
12'
LVL ± 0"
LVL +4 1/2"
PAINT AS PER SELECTION
LVL + 11'-3"
5"
2'-6"
6"
LVL+2'-6"
3'-6"
LVL+2'-6"
9"
2'-3"
LVL ± 0"
OUTDOOR LAMP
MOULDING AS PER DETAIL DWG
IRON RAILING
10 21"
PAINT AS PER SELECTION
MOULDING AS PER DETAIL DWG
1'-9"
SLAB
9"
LVL ± 0"
IRON RAILING MOULDING AS PER DETAIL DWG
STONE TILE
7'-9"
LVL ± 0"
MOULDING AS PER DETAIL DWG
9" 9"
PAINT AS PER SELECTION
LVL + 22'-6"
SLAB
10'-6"
6'-9"
MOULDING AS PER DETAIL DWG
LVL+2'-6"
LVL +4 1/2"
LVL+2'-6"
LVL +4 1/2"
SLAB
5'-9"
1'-9"
LVL ± 0"
CLIENT:
SITE LOCATION:
Mr. MALKIYAT SINGH
# 292, WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
5'-0"
O
3'-7"
F
6'-6"
W2 : 5'-6" X 6'-6" Qty. - 2
W3 : 3'-0" X 4'-0" Qty. - 2
1" 1'-6" 22
1" 1'-6" 22
4'-0"
1" 1'-6" 22
2'-6"
W1 : 5'-6" X 5'-6" Qty. - 2
4'-0"
8'-0"
1" 22
6'-6"
O
F
1" 1'-6" 21" 22 2
1" 22
1" 2'-102
1" 22
W4 : 2'-4 1/2" X 6'-6" Qty. - 1
8'-0"
1" 22
2'-0"
4'-0"
1" 22
1" 22
1" 22 8'-0"
6'-6" 8'-0"
8'-0"
1" 22
DOOR - WINDOW DETAILING ALL FLOORS
O
1" 22
O
F
O
1" 5'-42
1" 22
1" 6'-32
F
6'-6"
6'-6"
O
8'-0"
F
5'-6"
5'-6"
PLOT SIZE -25'-0"X 45'-0''
1" 2'-42 1" 1'-111" 21" 22 2 2
3'-0" 1"1'-0" 21" 1'-41" 21" 22 2 2 2
1" 1'-6" 21" 22 2
1" 22
5'-6"
4'-0"
1" 3'-42
8'-0"
1" 22
3'-7"
1" 1'-6" 21" 22 2
1" 22
5'-6"
1" 22
#292, WHITE CITY
1" 3'-42
1" 22
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
W6 : 5'-0" X 4'-0" Qty. - 2
W5 : 8'-0" X 6'-6" Qty. - 3
CLIENT: MR. MALKIYAT SINGH
SITE LOCATION: #292, SEC-114, WHITE CITY
4"Ø VS 3"Ø WS
C1
V1 2
4"Ø RWP
C2
D3 3
C1
DW1 1
D3 2
W4 1
4"Ø VS 3"Ø WS
C1
C2
V1 2
V1 1
4"Ø RWP
W8 1
D2 4
4"Ø RWP
4"Ø VS 3"Ø WS
C1
C1
C2
V1 1
D3 2
V1 2
DRAWING TITLE: ALL FLOOR JOINERY/WORKING
W8 1
D3 2
W7 2
W3 1
C1
D2 4
DEALT BY: AR. GARGI KOUL CHECKED BY:AR. ARUN YADAV
W9 1
DRAWING NO : SHEET NO : DATE : SCALE : 3"Ø WS
C2
C1
D2 1
C2
C1
C1
C2
C1
C1
D2 3
E
W3 1
D2 3
C1 D2 2
W2 1
W2 1
W7 2
18
18
D2 2
W6 1
15
15
W6 1
12
12
REVISIONS SR. NO. DATE
D3 1 V1 1
D1 1
W1 1
C2
D2 1 01
08 C1
03
C1
W5 1
C2
26
4"Ø RWP
C1
C1
W5 1
C2
C1
4"Ø RWP
4"Ø RWP
1" 22
O
2'-6" 2'-1"
EX F
1" 22
D1 : 4'-0" X 8'-0" Qty. - 1
D2 : 3'-3" X 8'-0" Qty. - 10
D3 : 2'-6" X 8'-0" Qty. - 7
DW1 : 3'-0"X8'-0"+ 2'-6"X4'-0" Qty. - 1
W7 : 2'-0" X 5'-6" Qty. - 4
W8 : 5'-0" X 6'-6" Qty. - 2
1" 1'-6" 22
2'-6"
1" 1'-6" 22
4'-0"
5'-0"
1" 22
8'-0"
8'-0"
6'-1"
6'-6"
O
8'-0"
F
1" 22
1"1'-21"21"1'-21" 21" 22 2 2 2 2 3'-0"
4'-0" 1" 1'-101" 21" 1'-6" 21" 22 2 2 2
1" 1'-6" 21" 22 2
8'-0"
5'-0"
1" 2'-102
6'-1"
O
1" 22
1" 7'-92
8'-0"
1" 7'-92
1" 7'-92
8'-0"
1" 7'-92
1" 22
F 5'-6"
O
2'-0" 1" 1'-7" 21" 22 2
6'-6"
2'-6" 1" 1'-1" 21"1'-0" 21" 22 2 2
1" 22
5'-6"
1" 22
3'-0" 2'-7"
5'-1"
1" 22
4'-0"
1" 22
1" 22
2'-1"
3'-7"
2'-6" 1" 22
1" 22
1" 22
1" 22
2'-10"
1" 22
1" 22
1" 22
1" 22
3'-7"
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
3'-3"
4'-0" 1" 22
REVISIONS
W7 1
D2 1
5'-0" RADIUS CORNER WALL
8'-0"
C1
S
W7 1
NORTH
N
3"Ø WS
D3 1
3"Ø WS
W
D3 1
W9 : 4'-0" X 6'-6" Qty. - 1
V1 : 2'-6" X 3'-0" QUANTITY: 6
1" 22 1" 22 4'-0"
8'-0" 1" 1'-6" 22
1'-112"
CLIENT:
4"Ø RWP
9" C1
1'-121" 4' 2'-6"
13'-6" 3'-3"
4"Ø RWP
2'-6" 2'-1"
EX
1" 22
8'-0"
6'-1"
6'-6"
1" 22
F
1" 1'-6" 22
2'-6"
D3 : 2'-6" X 8'-0" Qty. - 7
DW1 : 3'-0"X8'-0"+ 2'-6"X4'-0" Qty. - 1
W7 : 2'-0" X 5'-6" Qty. - 4
W8 : 5'-0" X 6'-6" Qty. - 2
1" 1'-6" 22
5'-0"
1" 22
8'-0"
6'-1"
O
8'-0"
6'-6"
5'-6"
1" 22
F
O
W9 : 4'-0" X 6'-6" Qty. - 1
S
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
1"1'-21"21"1'-21" 21" 22 2 2 2 2 3'-0"
4'-0" 1" 1'-101" 21" 1'-6" 21" 22 2 2 2
1" 1'-6" 21" 22 2
1" 22
5'-0"
1" 2'-102
2' 1'-412"
9" 2'-6"
712"
8'
REVISIONS
9"
2'-6" 9"
1'-6" 9"
C1
8'-0"
1" 22
4'-0"
D2 : 3'-3" X 8'-0" Qty. - 10
W
3'
REVISIONS
3'-3" 10'-421"
9"
2'-112" 9"
C2
F O
E
2' 1' 2'-812"
412"
2' 2'
7'-712"
9"
9"
2'
1" 22
2'-0" 1" 1'-7" 21" 22 2
NORTH
6'-6"
5'
13'-112"
14'-712"
3'-421"
C1
1" 22
2'-6" 1" 1'-1" 21"1'-0" 21" 22 2 2
SCALE :
C1
412"
9'-6"
7' 5'-6"
DRAWING NO : SHEET NO :
N
3'-3"
9"
13'
412"
10'-421"
2'-6"
5'-1"
3'-0" 2'-7"
DEALT BY: AR. GARGI KOUL CHECKED BY:AR. ARUN YADAV
3'
5'-721" 4"
3"Ø WS
2'-112"
4'-412" 1'
3'-3"
1' 9"
ALL FLOOR JOINERY/WORKING
DATE :
1 2
42"
9" 1' 5'-6" C1
3'-3"
DRAWING TITLE:
1'
9"
2'-6" 9"
5'
11'-3"
421"
4"
4'-0"
1" 22
1" 7'-92
8'-0"
1" 7'-92
1" 7'-92
8'-0"
1" 7'-92
D1 : 4'-0" X 8'-0" Qty. - 1
3'-7"
6'-6"
6'-6"
8'-121" 6'-6" 1'-421"
2'
5'-1121"
8'-121" 8'
1" 22
1" 22
1" 22
2'-1"
PROJECT TITLE:
SR. NO. DATE
4"Ø RWP
3'-7"
2'-6" 1" 22
1" 22
1" 22
1" 22
1" 22
2'-10"
8'-0"
4'-0"
1" 22
1" 22 1" 6'-32 1" 1'-6" 22
9" 2'-6"
2'-6" 2'
9" 1'
9" 13'-6" 14'-721"
4'-412"
1'-6" 9"
1 2
O
8'-0"
1'-121"
3'-3"
C2
9"
3' 10'-4 "
9"
26
25'
3'-3" 1" 22
1" 22
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
#292, SEC-114, WHITE CITY
1'-6"
4'-0" 3'-7"
18
15
3'-3"
9'-1 " 1 2
C2
1'
9" 4"Ø RWP
7'-6"
10'
3'-521" 1 2
9"
1'-1012"
5'-9"
412" 2'-6" 1'-6" 1'-6" C2
VS 4"Ø 3'-6" 3"Ø WS
C1
2'-6"
5'-6"
2'-6"
7'-721"
421"
9"
2'
9" 1'-6" C1
9"
9"
1'-6" 9"
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
Residential W6 : 5'-0" X 4'-0" Qty. - 2
9"
5'
9"
4'
C1 1'
C2
9" C1
412"
13' 3'-412"
5'-0" RADIUS CORNER WALL
1'-6"
8'-0"
6'-6" 1" 22 4'-0"
2'-6" 9" 2'-121" 6'
4"
8'
13'-112" 4"
9"
9"
5' 3'-3"
1'
1'-6"
1 2
9" 08 C1
03
412"
1" 22
13'-1 " 1 2
412"
01
3"Ø WS
6'
8'-112" 17'-6"
2'-6"
2'-9"
O
12
412" 2'-6"
1'
C1
1" 1'-6" 21" 22 2
F
W5 : 8'-0" X 6'-6" Qty. - 3
9" 2'-6"
10'-421"
7'-72"
5'-6" 9"
9"
12
9" 1'-6"
412" 3'-9"
15
23'-1012"
9"
2'-6"
C2
9"
9" C1
9"
10'-3"
10'-3"
18
4"Ø RWP
412"
9'-721" 4"
9" 9"
10'-4 " 1 2
9"
9"
1'-121"
5'
11'-3"
1 1'-10 2" 1 421" 42"
C1 9" 1'
9'-121"
3'-3"
7'-1012"
2'-6" 9"
C1
9"
421"
O
F
W4 : 2'-4 1/2" X 6'-6" Qty. - 1
4" 5'-1112"
421"
3"Ø WS
1 2
6'
5'-0"
1" 2'-102
1" 22
412" 8'-1 " 1 2
9"
421"
1'
421"
10'-421"
9"
O
1 2
412"
412"
12'-72"
9'-121"
13'-1012"
13'-6"
13'-6"
12'-1012"
4"
5'-1121"
1'-121"
3'-3"
3'-3"
C1
C2
6'-412"
1" 22
2'-0"
SITE LOCATION:
1 2
4"Ø 9"RWP
2'
9"
3'
412" 2'-6" 1'-6" 1'-6" C2
4"Ø VS 3"Ø WS
8'-121"
2'-1 "
1 2
14'-412"
9"
W3 : 3'-0" X 4'-0" Qty. - 2
3'-6"
2'-6" 2'
3'-6"
2'-6"
9"
2'-6"
1 2
1'
421"
9" 1'-6" C1
9"
C1
1" 22
4'-0" 8'-0" 1" 1'-6" 22
2'-6"
W2 : 5'-6" X 6'-6" Qty. - 2
3'
9"
9"
9"
3"Ø WS
412"
15'-1012"
412" 1 2'-42" 1'-6" C2
1 2 4"Ø VS
9"
1" 22
MR. MALKIYAT SINGH
1' 2'-6"
4'-9" 2'
7'-112"
7'-112" 412"
412"
2'-6" 2'-1 "
3'
8'-0"
1'-6"
9"
9"
9"
W1 : 5'-6" X 5'-6" Qty. - 2
9" C1
1" 5'-42
1" 22
1" 22
DOOR - WINDOW DETAILING ALL FLOORS
7'-712"
O
F
O
F
6'-6"
6'-6"
O
1" 2'-42 1" 1'-111" 21" 22 2 2
3'-0" 1"1'-0" 21" 1'-41" 21" 22 2 2 2
1" 1'-6" 21" 22 2
8'-0"
F
5'-6"
5'-6"
PLOT SIZE -25'-0"X 45'-0''
9"
5'-6"
8'-0"
1" 3'-42
1" 22
3'-7"
1" 1'-6" 21" 22 2
1" 22
5'-6"
1" 22
#292, WHITE CITY
1" 3'-42
1" 22
V1 : 2'-6" X 3'-0" QUANTITY: 6
#292, WHITE CITY
PLUMBING LAYOUT
N.T.
4"Ø RWP
F.T.
C1
F.T.
F.T.
F.T.
1'-3" 1'-3"
N.T.
2'-721"
F.T.
1'-6"
3"Ø WS
1'-4"
F.T.
N.T.
1'-4"
1'-4" 1'-4"
F.T.
1'-9"
1'-6"
1'-9" N.T.
N.T.
1'-3"
F.T.
1'-3"
1'-3"
1'-11"
1'-6"
C2
1'-3"
1' X 1'
C1
N.T.
2'-721"
1' X 1'
F.T.
C2 1'-6"
4"Ø VS 3"Ø WS
N.T.
C1
GT
GT
C1
F.T.
1'-6"
1'-6"
C1
4"Ø RWP
4"Ø VS 3"Ø WS
F.T.
C2
1'-6"
1'-6"
4"Ø RWP
4"Ø VS 3"Ø WS
C1
1'-6"
F.T.
RWH
1'-6"
IC 2'X3'
1'-3"
7'-6"
1'-6"
F.T.
1'-6"
25'
3"Ø WS
3"Ø WS
C2
C1
30'
C1
C1
45' 30'
C1
C2
C1
30'
C2
C1
3'-9"
F.T.
18 18
15 15
12 12
1'-6"
1'-6"
1'-6"
C1
F.T.
01
C2
C1
08 C1
03
C2
26
C1
C1
C1
C2
F.T.
7'-6"
F.T.
IC 2'X3'
GT 1' X 1'
IC 2'X3'
RWH
4"Ø RWP
4"Ø RWP
4"Ø RWP
FIRST FLOOR PLAN
SECOND FLOOR PLAN
GROUND FLOOR PLAN
REVISIONS
NORTH
RESIDENTIAL
CHECKED BY: AR. ARUN YADAV
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
NOTES:
E
DESIGN ANTHEM FORUM
CLIENT:
SITE LOCATION:
Mr. MALKIYAT SINGH
#292, WHITE CITY
N
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
PROJECT TITLE:
W
REVISIONS
S
DRAWING TITLE: PLUMBING LAYOUT
MINIMUM SLOPE OF HCIP = 1:40 G.T SIZE = 12"X12" , I.C. SIZE = 36"X24", LAST I.C./I.T. = 36"X36" DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#292, WHITE CITY
ELECTRICAL LAYOUT DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
CLIENT:
25' 4'-3"
4'-3"
4'-3"
2'
Mr. MALKIYAT SINGH
9" 1'-6"
2'
EQ
2'
1'-6"
1'-6"
3'-7"
9"
EQ
EQ
E
W
+ 3'-6"
2'-3"
8'-721" 4'-3"
1'-3"
EQ
EQ
EQ
2'
EQ
EQ 2'
C1
EQ
5'-9"
EQ
EQ
3'-7"
FIRST FLOOR PLAN
CEILING BOTTOM
SECOND FLOOR PLAN
EQ
GEYSER
+ 7'-6"
15 AMP. POINT(K)
+ 3'-3"
5/15 AMP. POINT(K)
+2'-0"&+7'-6" +2'-9"&+0'-6"
5/15 AMP. POINT F
1'-3"
2'-4" EQ
CEILING BOTTOM
CEILING LIGHT
TUBE LIGHT
2'
EQ
1'-3" 2'
4'-612"
C2
5"
CEILING FAN
5 AMP. POINT
CA
C1
4'-621"
2'-7"
1'-6" C1
2'
2'
2' EQ
C2
26
SPEAKER PT.
9"above lintel +2'-0" + 4'-6"
5/15 AMP. POINT(T.V.)
3'-9"
1'-3"
EQ 3'
S
N EQ 9"
2'
+ 3'-6"
TWO WAY SWITCH
3'-9"
2'
1'-6"
6'-6"
2'-6"
3' EQ
MASTER KEY
SPLIT UNIT
6'-4"
4'-4"
1'-3"
EQ
4'-6"
7'-3"
9" EQ 2'
+ 3'-6"
K 2'
2'
2'
2'
A/C SWITCH
WINDOW UNIT SWB
1'-6"
EQ
EQ
12
2'
EQ
EQ
4'-3"
3' 3'
4'-612"
2'
9"
1'-6" 2'
EQ
EQ
EQ
4'-4"
EQ
3'
1'
C1 1'-3"
2'
EQ
08 C1
03
2'-6"
01
2'
+ 3'-6"
AC
5' 2'-3"
2'
2'
EQ EQ
2'
2'
2'-3" K
9"
2'
C2
2'-6"
9'-412"
2'-1121"
EQ
5'
1'-9"
EQ
.B.M 1'
4'-112"
1'-6"
1'-6"
2'
1'-6"
EQ
1'-6"
2'-1"
C1
7'-6"
3'
3'-121"
K
1'-6"
5'
6'-421"
2'
15
EQ
6'-4 " 1 2
1 2
1'-11 "
4'-4"
9"
3'-6"
2' 4'-3"
6'-3"
3'
6" 6'-121"
6'
18
4'-621"
2'
HT. OF FIXTURES FROM F.F.L
SWITCH BOARD
K
6'-6"
9"
4'
K
2'
12
4'-3"
2'-3"
6'-1021"
5'
2'-3"
5'
SYMBOL DESCRIPTION
2'-6"
6'-3" EQ 5'-112"
5'-112"
2'
5'
EQ
AC
2'
EQ
2'
AC
15
C1
2'
4'-6"
4'-4"
3'
4'
2'-6"
4'-4"
DATE :
NORTH
11"
5'-221" 2'
6'-3"
4'-3"
4'-6" EQ
C2
3'-6"
2'
3'-6"
2'
C1 EQ
SHEET NO : SCALE :
3'
6'-421"
2' EQ
DRAWING NO :
5'-721"
4'-3"
11"
1'-421"
DEALT BY: MS.GARGI KOUL CHECKED BY:AR. ARUN YADAV
2'
2'-9"
2'
2'
EQ
3'-3"
2'
2'
1'-6"
1'-6"
9"
1'-3"
3'-3"
1'-6"
EQ
3'
3'
EQ
1'-6"
3'
C1
2' 1'-6"
4'
2'
2'
3'-9"
2'
3'
18
9'-412"
5'
3'-821"
4'-3"
6" 4'-3"
1'-3"
1'-6"
1'-3"
3'-3" 1'-3"
3' 4'
2'
C2
2'
2'-6"
EQ 5'
6'-3"
4'-6"
6'-421"
C1
5'-221" 4'-412"
5'
5'-112"
5' 5'-2"
5'
EQ
4"
1' 2' 2'
5'-3"
2'
EQ
7'-3"
K
CA
9"
3'-1021"
3'-9"
3'-9"
C1
3'
4'
2'-3"
4'
K
5'-721"
K
9"
DRAWING TITLE: GROUND FLOOR ELECTRICAL PLAN
6'-3"
EQ
3'-6"
1'-3"
EQ
AC
2'
EQ
C1
7"
9"
1'-6"
3'
5'-121"
EQ
EQ
2'-11"
5'-121"
2'-3"
CA
4'-3"
K
EQ
4'
C2
1'-6"
1' 2'-11"
6'-3"
9"
EQ 9"
2'-3"
EQ EQ
9"
EQ
EQ
1'-6"
2'-3"
2'
C1
1'-521"
2'
2'
1'-6"
3'-6"
EQ
EQ
1'
7'-9"
K
C2
C1
1'-6"
EQ
7'-1012"
1" 3'-32
3'-9"
2'
F
4'
7"
1'-3"
K
EQ
1'-6"
4'
7'-6"
4'-7"
EQ
2'
C1
7'-212"
2'
45' 30'
K
2' 3'-6"
3'
EQ
EQ
6'-3"
2'-3" 2'-6"
EQ
10"
5'-121"
4'-112"
2'-6"
5'-121"
3'-9"
2'
1'-6"
1'
1'-6"
2'-11 " 1 2
EQ
EQ
EQ
C2
1'-3"
6'-1121"
CA
EQ
2'
EQ 1'
3'
9"
EQ
3'-10"
C1
2'
C1
EQ
2'-3"
2'
1'-6"
9" 6"
7'
2'
2'
K
C2
EQ
#292, WHITE CITY
K
9"
EQ 1'-3"
EQ
EQ
2'
K
C1
1'-3" 1'-3"
1'-1021"
6"
EQ
3'-9"
7'-6"
SITE LOCATION:
1'-6"
4'-712"
F
1'-6"
M.B.
9"above lintel + 3'-6" +3'-6"
5/15 AMP. POINT(K)
+1'-0"
BELL PUSH
+ 3'-6"
BELL BUZZER
+ 7'-0"
METER BOX
+ 3'-6" + 1'-0"
FOOT LIGHT EXHAUST FAN
as/ventilator
LIGHT/MIRROR PT.
9"above lintel
6AMP S.W.B.LAMP SW FOR FAN TUBLIGHT PHONE PT. HT.2'-0"
+ 2'-0"
NOTE: 1. ALL HEIGHTS MENTIONED ARE FROM F.F.L UP TO BOTTOM OF FIXTURE. 2. POWER POINT WITH GEYSER BUT SWITCH WITH MAIN S.B.
REVISIONS SR. NO. DATE
REVISIONS
GROUND FLOOR PLAN
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#299,WHITE CITY
PLOT AREA = 25'-0"X45'-0"= 1125 SQFT FAR :- 1:2.1 (2362.5 SQFT) PERMISSIBLE AREA = 750 SQFT 25'
2'-6'' WIDE BALCONY C2
4"Ø RWP
K
C2
C2
01
05
BEDROOM 13'-421"X11'-6"
UP
17
C2
LIVING 10'-121"X8'-1021"
DRESS 5'-0''X5'-0"
C1
TOILET 13'-421''X5'-3"
C2
C1
A
30'
C1
SLIDER
C1
SLIDER
TOILET 8'-0''X5'-0"
A
45'
SLIDER
C2
C2
C2
1" 10'-121"X7'-12
DRESS 5'-0"X5'-3"
C1
C2
3"Ø WS 4"Ø VS
C2
DN
LOBBY
SLIDER
TOILET 8'-0''X5'-3" 3"Ø WS 4"Ø VS
SLIDER
A
BEDROOM 13'-421''X11'-0"
BEDROOM 10'-121"X11'-0"
DRAWING ROOM 13'-421"X11'-0"
C2
P
C2
KITCHEN 10'-121"X8'-0"
P
C2
VERANDAH 13'-421"X8'-6"
C2
C2
C2
SLIDER
2'-6'' WIDE BALCONY
C2
KITCHEN 10'-121"X7'-9"
C2
P
3"Ø WS 4"Ø VS
DINING 10'-121"X10'-6"
17
C2
R
C2 01
DRESS 5'-0''X5'-3"
10
R
C2
17
SLIDER
C1
05
BEDROOM 13'-421"X11'-6"
DN
R
3'-421" WIDE LOBBY
10
C2
TOILET 8'-0''X5'-3"
01 UP
10
SLIDER
C2
C2
C2
C2
BEDROOM 13'-421"X11'-6"
2'-6'' WIDE BALCONY C2
4"Ø RWP
UP
3'-421" WIDE LOBBY
4"Ø RWP
K
C2
05
01
2'-6'' WIDE PROJ. ABOVE
C2
K
STORE 5'-121"X7'-121"
4"Ø RWP 3"Ø WS
C2
2'-6'' WIDE BALCONY
4"Ø RWP 3"Ø WS
4"Ø RWP 3"Ø WS
2'-6'' WIDE PROJ. ABOVE
GROUND FLOOR
TOTAL COVERED AREA FOR F.A.R = G.F(750)+F.F(750)+S.F(750) = 2250 SQ.FT.
DRAWING TITLE:
REVISIONS
FLOOR PLANS
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
SECOND FLOOR
FIRST FLOOR
PROJECT TITLE: REVISIONS
NORTH
#299, RESIDENTIAL
CHECKED BY:AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. SATNAM SINGH
# WHITE CITY
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
E
IRON RAILING
9"
E
LVL+3"
LVL- 11'-9"
13'-6"
8'-10"
2'-2"
8'
4"
PAINT AS PER SELECTION
1'-8"
SLAB
LVL+2'-6"
1'-021"
6'-1021"
4'-2"
1'-5" 8"
7'-1"
1'-11"
MOULDING AS PER ELEVATION
C'
PLINTH LEVEL
COLUMN AS PER DETAIL DWG
GROUND LEVEL
A'
SECTION - AA'
B'
FRONT ELEVATION
DRAWING TITLE:
REVISIONS
2D ELEVATION (FRONT )
SR. NO. DATE
PROJECT TITLE:
REVISIONS
NORTH
#299, RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
GROUND LEVEL
1'-6"
PLINTH LEVEL
DEALT BY: AR. GARGI KOUL
10'-6"
221"1'-7"
5'-021"
PAINT AS PER SELECTION
OUTDOOR LAMP
13'-921"
C
MOULDING AS PER DETAIL DWG
LVL + 11'-3"
MOULDING AS PER DETAIL DWG
B
A
MOULDING
6" AS PER DETAIL DWG
1'-6"
LVL ± 0"
MOULDING AS PER DETAIL DWG OUTDOOR LAMP
SLAB
12'
2'-621"
SLAB
2'-6" 6"
6"
321" 2'-10"
I
IRON RAILING
MOULDING AS PER DETAIL DWG
7'-6"
2'-6"
6"
IRON RAILING
MOULDING AS PER DETAIL DWG
LVL ± 0"
10 21"
LVL + 22'-6"
C IRON RAILING
9"
9"
DETAIL AT - 'G'
9" 9"
D
SLAB
8'-821" 37'-9"
T
MOULDING DETAIL DWG AS PER G
10'-6"
2'-10"
JALI AS PER SELECTION
LVL+2'-6"
6'-11"
MOULDING AS PER DETAIL DWG
A
N
4'-3"
MOULDING AS PER DETAIL DWG
3" G
IRON RAILING
1'-6"
SLAB
O
6'-3"
8'
IRON RAILING
9"
LVL + 31'-3"
MOULDING AS PER DETAIL DWG
LVL- 18'-6"
PAINT AS PER SELECTION
V
SLAB
2'
MOULDING AS PER DETAIL DWG
6'-3"
E
TILES ON R.C.C FRAME
SLAB
6"
LVL-17'-0"
SLAB
5'
321"
L
F
9"
4'-3"
9"
25'
2'-10"
B 3'-7"
A
CLIENT:
SITE LOCATION:
Mr. SATNAM SINGH
# WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
9" PAINT AS PER SELECTION IRON RAILING
2'
9"
6"
LVL + 31'-3"
5'-6"
9"
8'
1'-8"
JALI AS PER SELECTION
PAINT AS PER SELECTION
9"
6"
LVL + 11'-3"
REVISIONS SR. NO. DATE
DEALT BY: AR. GARGI KOUL
12'
NORTH
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
MOULDING AS PER DETAIL DWG
MOULDING AS PER DETAIL DWG
GROUND LEVEL
#299, RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM
3"
SECTION - BB'
PROJECT TITLE: REVISIONS
2'-6"
PLINTH LEVEL
SIDE ELEVATION DRAWING TITLE:
MOULDING AS PER DETAIL DWG
4'
GROUND LEVEL
2D ELEVATION (SIDE )
4"
4'
PAINT AS PER SELECTION
1'-6"
3'-6"
3'-621"
PLINTH LEVEL
3'-721"
1'-121"
3'-621"
BACK DOOR
8'-721"
10'-6"
2'-1121"
6'-421"
7'-521"
MOULDING AS PER DETAIL DWG
1'-6"
5'-2"
OUTDOOR LAMP
3'-1021"
6'-421"
12'
3'-6"
SLAB
LVL ± 0"
IRON RAILING
O N
IRON RAILING
9" 9"
1'-521"
LVL-2'-6"
1'-6"
LVL + 22'-6"
MOULDING AS PER DETAIL DWG
1'-6"
SLAB
10 21"
2'
3'-421"
2'-2"
IRON RAILING
I
SLAB
37'-9"
3'-721"
2'-10"
T
7'-521"
2'-1121"
3'-1021"
2'-8"
PAINT AS PER SELECTION
MOULDING AS PER DETAIL DWG
MOULDING AS PER DETAIL DWG
LVL ± 0"
10'-6"
MOULDING AS PER DETAIL DWG MOULDING AS PER DETAIL DWG
9"
LVL-2'-6"
6'-11"
A
MOULDING AS PER DETAIL DWG
2'-10"
SLAB
3"
IRON RAILING
LVL -13'-9"
1'-6"
V
2'-6"
5' 9"
3'-3"
7'-6"
SLAB
8'
4'-5"
MOULDING AS PER DETAIL DWG
LVL -12'-1 1/2"
MOULDING AS PER DETAIL DWG
10'-6"
1'-721"
3'-621"
TILES ON R.C.C FRAME
SLAB
E
IRON RAILING
9" 9"
7"
E L
2'-10" 3'-7"
37'-6"
CLIENT:
SITE LOCATION:
Mr. SATNAM SINGH
# WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
1'
3"
6"
3"
1'-921"
DETAIL AT - 'C'
9"
3" 2" 2"1"
2'-3"
2'-821"
DETAIL AS PER A
9"
6'-2"
3"
DETAIL AS PER B
2'-221"
6"
3"
6"
4'
9"
DETAIL AT - 'G'
DETAIL AT - 'E'
DETAIL AT - 'B'
6'
MOULDING DETAIL AS PER E
3"
3"
3"
3"
521"
1021"
3"
9"
6"
0"3" 2" 2" 1"
1 2"
8"
9" THK. BRICK WALL
9"
2"
321" 2"
DETAIL AT - 'F'
DETAIL AT - 'D'
3"
1'-71"
1'-821"
1121"
221" 521"
721"
DETAIL AT - 'A'
1'-6"
1 1" 3" 42"
421"
1" 2" 4"
221"
4"
9"
7"
10 21"
1 1 1 1 1" 0"2"32" 1"21" 1" 32" 12"2" 3"0"2"1"
1" 1" 1 1 2 1 1" 32" 12"2" 3" 2"1"2 32" 1" 1"
6"
521" 221" 2"121"
1'-3"
DETAIL AS PER A
DETAIL AS PER B
SECTION - CC' DRAWING TITLE:
REVISIONS
2D ELEVATION DETAILING
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
PROJECT TITLE: REVISIONS
NORTH
#299, RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. SATNAM SINGH
# WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2'-6"
1" 22
1" 22
2'-1"
1" 22
4'-0"
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
8'-0"
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
4'-0"
5'-0"
8'-0"
8'-0"
7'-7"
3'-7"
F
1" 22
O
4'-0"
5'-112"
PROJECT TITLE:
9"
Residential
SD1 : 6'-3" X 8'-0" QUANTITY: 1
V1 : 2'-6" X 3'-0" QUANTITY: 3
CLIENT:
9"
9"
9"
3'-3" 2'-10"
1" 22
Mr. SATNAM SINGH
SITE LOCATION:
05
3'-3"
5'-412"
01
05
9"
421"
C2
9"
9"
2'-6"
1'
C2
DRAWING TITLE: ALL FLOOR JOINERY/ WORKING
DEALT BY: AR. GARGI KOUL CHECKED BY: AR. ARUN YADAV
7'-1021"
SCALE :
NORTH E
412"
10'-112"
2'-6"
1'-712"
7" C2
2'-6"
1'-8"
1'
1 2
421"
10'-112"
9"
10'-112"
9"
3'-3"
8'-7"
S
C1 9"
421"
8'-7"
4'-1012"
4'-1012"
5'-3" 9" C1
9"
9"
9"
W
1'-3"
C1
9"
C2 1'
C2
10'-112"
N
3'-3"
1'
9"
10'-3"
10'-1012"
2'-6"
2'-6"
4'-1012"
9" 1'-112"
C2
9"
30'
6'-1012"
3'-3"
30'
421"
C1
2'-6"
9"
421"
421"
9"
C2
1'
C2
C2
5'-3"
5'
5'
2'-6"
3'
9"
8'
10'-712"
11'-6"
DATE : 10
421"
9"
412"
1'-3"
10'-112"
1'-6"
9" 8'-3"
9"
2'-6"
45'
9" 1'-112"
C1
421"
2'-6"
2'-6"
DRAWING NO :
6'-612" 1'-1112"
17'-112" 10'-112"
1'
421"
1'
1' 30'
4'-1021"
4'-1012"
2'-9" 421"
C2
421"
5'-3"
421"
5'
421"
28'-6"
4" 1 2
2'-3"
3'
C2
412"
1'-421" 721"
2'-6"
3"Ø WS 4"Ø VS
9"
1'-6"
17
3'-3" 2'-3"
3'-3"
C2 01
8'-1012"
9"
3"Ø WS 4"Ø VS
3"Ø WS 4"Ø VS
C1
10'-712"
10'-721"
10
421"
8'
6'
17
2'-6"
1'-3"
9"
1'-6"
4"Ø RWP
7'-1012"
9"
421"
412"
2' C2
2'-6"
421"
412"
8'-1021"
9" 1'-3"
C2
9"
C2
6'-3"
7'-1021"
10'-112"
17
9"
9" 9"
C2 01
10
C2
2'-112"
5'-412"
1'
9"
2'-6"
3'-3"
05
01
11'-6"
7'-9"
412"
1'-412" 721"
1'-6"
SHEET NO :
13'-421"
9"
412" 24'-3"
2'-112"
C2
C2
6'-421"
1'-6"
1'
2'
4"Ø RWP
2'-6"
9"
2'-112"
421"
9"
1'-6"
9"
9"
4'-9"
9"
9"
1'
C2 9"
1'
1'-712"
4'
1'
1'-412" 721"
421"
1'-6"
2'-6"
2'-6" 6'-412"
1'-6"
412"
25'
412"
421"
2'
4"Ø RWP
#299, WHITE CITY, SEC-114
1'
7'-6"
7'-112"
6'-9"
6'-9"
4'-3"
9"
6'-3"
1" 3'-02 2'-10"
W8 : 5'-4 1/2" X 4'-0" Qty. - 1
W7 : 6'-3" X 7'-3" QUANTITY: 1
421"
1'-421"
1" 22
9" 21 2"
9" 21 2"
412"
3'-6"
9"
C2
1'
1 21 2" 1'-6" 22"
9"
25'
45' 2'-6"
5'-41 2"
8'-0"
O
7'-3"
6'-10"
F
8'-0"
6'-10"
8'-0"
O
W6 : 3'-0"X7'-3" QUANTITY: 1
19'-121"
9" 1'-112"
3'-3"
1"1'-21" 21"1'-21" 21" 22 2 2 2 2 3'-0"
1" 22
1" 22
1" 1'-6" 21" 22 2
1" 22
1" 22
6'-3"
EX
DOOR - WINDOW DETAILING ALL FLOORS 9" 9"
4'-11 2"
F
F
2'-6"
1" 22
1" 22
#299,WHITE CITY PLOT AREA = 25'-0"X45'-0"= 1125 SQFT
3'-0" 1 1 1 21 2"102"22" 1'-6" 22"
421" 10'-112"
3'-6"
5'
10'-121"
9"
25'
4"Ø RWP 3"Ø WS
2'-121" 9"
13'
9"
6'-3" 6'-3"
1'-712"
3"Ø WS
9" 1'-3"
7'
9"
1' 6'-121"
2'
2' 4"Ø RWP 3"Ø WS 412"
SECOND FLOOR PLAN
4'-3"
6'-9"
FIRST FLOOR PLAN 11'-721"
9"
4'
25'
4" 9" 1 2
9"
9"
9"
1'
1' 2'-3" 4"Ø9"RWP
C2
2'-6"
9"
C2
2'-6"
2'-3"
9"
1' 412"
9"
6'-3"
2'-6"
1'-712"
C2
C2 2'-112" 9"
9"
4'
C2
421"
2'-3"
9"
9"
C2
2'-6"
6' 2'-6"
9" 9"
9"
9"
1'
C2
1'
C2
C2
10'-9"
11'
10'-9"
11'
7'-9"
11'
421"
13'-412"
9"
8'
11'
11'
7'-9"
421" 13'-421"
9"
9"
9"
421"
10'-9"
5' 9" 9"
8'
9"
1'
9"
1'-6"
10'
REVISIONS
421"
9"
REVISIONS
25'
D3 : 2'-6" X 8'-0" Qty. - 1
DW1 : 3'-0"X8'-0"+ 1'-7 1/2"X6'-6" Qty. - 1
W2 : 6'-3" X 4'-0" Qty. - 1
1 4'-42"
6'-6"
1'-6" 1 1 22" 1'-1" 22"
1 1 22" 1'-6" 22"
W3 : 7'-9" X 5'-6" QUANTITY: 1
W4 : 6'-6" X 5'-6" QUANTITY: 1
21" 2 4'-0"
2'-6"
21" 2
1" 22
8'-0"
5'-6"
O
5'-1"
F
4'-0"
1 22"
3'-7"
1 22"
8'-0"
O
1" 9" 22
9" 21" 2
W1 : 6'-0" X 7'-3" Qty. - 1
2'-0"
2'-6"
F
1 22"
8'-0"
O
7'-3"
F
7'-9"
F F
1" 1'-6" 22
D2 : 3'-3" X 8'-0" Qty. - 4
1 5'-12"
2'-6"
O
F
D1 : 4'-0" X 8'-0" Qty. - 1
1 22"
21" 2
1 1 22" 1'-6" 22"
1" 22
6'-3"
5'-6"
1 4'-12"
5'-1"
1 22"
2'-6"
1 1 22" 1'-6" 22"
1" 22
6'-0" 1 3'-102"
21 2"
1" 7'-92
8'-0"
1" 7'-92
1" 7'-92
1" 7'-92
8'-0"
F
1 22"
3'-7"
1'-71" 1 1" 1'-5"2 22" 22
21" 2
1 4'-72"
1 3'-02"
3'-0" 2'-7"
8'-0"
1" 22
1 22"
1" 22
7'-3"
2'-1"
8'-0"
1" 22
6'-10"
2'-6" 1" 22
1" 22
2'-10"
21" 2
1" 22
1" 22
3'-3" 1" 22
21" 2
3'-7"
1" 22
4'-0" 1" 22
6'-1" 6'-6"
GROUND FLOOR PLAN
8'-0"
9"
SR. NO. DATE
W5 : 1'-6"X4'-0" QUANTITY: 2
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
1" 1'-6" 21" 22 2
1" 22
3'-3"
5'-41 2"
1 21 2" 1'-6" 22"
1" 22
1" 3'-02 2'-10"
6'-3" 1" 22
3'-3" 2'-10"
1" 22
1" 22
2'-6"
1" 22
2'-1"
1"1'-21" 21"1'-21" 21" 22 2 2 2 2 3'-0"
6'-3"
1" 22
4'-11 2"
1" 22
1" 22
1" 22
1" 22
#299,WHITE CITY PLOT AREA = 25'-0"X45'-0"= 1125 SQFT
3'-0" 1 1 1 21 2"102"22" 1'-6" 22"
4'-0"
8'-0"
5'-0"
8'-0"
7'-7"
8'-0"
1" 22 4'-0"
ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE:
9" 21 2"
Residential
9"
9" 21 2"
F
4'-0"
7'-3"
6'-10"
O
8'-0"
DOOR - WINDOW DETAILING ALL FLOORS
F
8'-0"
6'-10"
O
8'-0"
F
O
3'-7"
EX F
W6 : 3'-0"X7'-3" QUANTITY: 1
SD1 : 6'-3" X 8'-0" QUANTITY: 1
W8 : 5'-4 1/2" X 4'-0" Qty. - 1
W7 : 6'-3" X 7'-3" QUANTITY: 1
V1 : 2'-6" X 3'-0" QUANTITY: 3
CLIENT: Mr. SATNAM SINGH
SITE LOCATION: #299, WHITE CITY, SEC-114
C2
4"Ø RWP
D3 1
C2 DW1 1
W5 2
W5 1
01
4"Ø RWP
C2
C2
C2
W5 3
05
W8 1
D2 3
W5 4
C2
C2
4"Ø RWP
W5 5
05
01
DRAWING TITLE:
W8 2
C2
ALL FLOOR JOINERY/ WORKING
DEALT BY: AR. GARGI KOUL
05
01
W5 6
C2
CHECKED BY: AR. ARUN YADAV DRAWING NO : SHEET NO : DATE : SCALE :
W7 1
10
E
01
V1 2
C1
C2
C1
C1 D2 1
SD 2
D3 1
C1
W3 1
C2
W2 1
C2
C1
D2 2
W6 1
D1 1
C2
5'
V1 1
W1 1
C2
V1 3 3"Ø WS 4"Ø VS
3"Ø WS 4"Ø VS
SD1 1
C2
C2
6'-3"
D2 1
W1 1
C2
C2
C2
C2 W2 1
4"Ø RWP 3"Ø WS
4"Ø RWP 3"Ø WS
4"Ø RWP 3"Ø WS
SECOND FLOOR PLAN
FIRST FLOOR PLAN
REVISIONS SR. NO. DATE
DW1 : 3'-0"X8'-0"+ 1'-7 1/2"X6'-6" Qty. - 1
W2 : 6'-3" X 4'-0" Qty. - 1
6'-6"
1'-6" 1 1 22" 1'-1" 22"
1 1 22" 1'-6" 22"
W3 : 7'-9" X 5'-6" QUANTITY: 1
21" 2 4'-0"
21" 2
W4 : 6'-6" X 5'-6" QUANTITY: 1
2'-6"
1" 22
8'-0"
5'-6"
O
5'-1"
F
21" 2
1 4'-42"
4'-0"
1 22"
3'-7"
1 22"
8'-0"
O
1" 9" 22
9" 21" 2
W1 : 6'-0" X 7'-3" Qty. - 1
2'-0"
2'-6"
F
1 22"
8'-0"
O
7'-3"
F
7'-9"
F F
1" 1'-6" 22
D3 : 2'-6" X 8'-0" Qty. - 1
1 5'-12"
2'-6"
O
F
D2 : 3'-3" X 8'-0" Qty. - 4
1 22"
21" 2
1 1 22" 1'-6" 22"
1" 22
6'-3"
5'-6"
1 4'-12"
5'-1"
1 22"
2'-6"
1 1 22" 1'-6" 22"
1" 22
6'-0" 1 3'-102"
21 2"
1" 7'-92
8'-0"
1" 7'-92
1" 7'-92
8'-0"
1" 7'-92
1 22"
3'-7"
1'-71" 1 1" 1'-5"2 22" 22
F
D1 : 4'-0" X 8'-0" Qty. - 1
REVISIONS
1 4'-72"
1 3'-02"
3'-0" 2'-7"
8'-0"
1" 22
1 22"
1" 22
7'-3"
2'-1"
8'-0"
1" 22
6'-10"
2'-6" 1" 22
1" 22
2'-10"
21" 2
1" 22
1" 22
3'-3" 1" 22
21" 2
3'-7"
1" 22
4'-0" 1" 22
6'-1" 6'-6"
GROUND FLOOR PLAN
8'-0"
3"Ø WS 4"Ø VS
C2
C2 D3 2
SD 4
SD 1
C2
C2
C2
D2 3
C2
S
C2
C2
SD 3
SD 3
C1
D2 2
SD 1
SD 2
V1 1
NORTH
17
W
D2 1
C2
10
17
17
C2
W7 2
10
N
W3 2
W5 : 1'-6"X4'-0" QUANTITY: 2
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#299, WHITE CITY
ELECTRICAL LAYOUT DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
CLIENT: 3'-7"
9"
EQ
EQ
1'-6"
1'-3"
C2
CHECKED BY: 5'
2' 5'
5'
DATE : 6'
SCALE :
9"
E
3'
C2
EQ
EQ
1'-6"
SYMBOL DESCRIPTION
1" 4'-12 1" 2'-42
3'-7"
1'-6"
C1
C1
C2
+ 3'-6"
AC
A/C SWITCH
+ 3'-6"
K
MASTER KEY
+ 3'-6"
TWO WAY SWITCH
+ 3'-6"
C1
9"above lintel WINDOW UNIT SWB +2'-0" + 4'-6" SPEAKER PT.
SPLIT UNIT
2'
2'
5'-6"
5'-6"
1" 6'-12
2'-8"
1'-2" 2'
5'-1"
EQ
EQ
EQ 1'-3"
1" 2'-72
K
EQ
C2 EQ
EQ
FIRST FLOOR PLAN
GROUND FLOOR PLAN
+ 7'-6"
15 AMP. POINT(K)
+ 3'-3"
5/15 AMP. POINT(K)
+2'-0"&+7'-6" +2'-9"&+0'-6"
3'-9"
5'-6"
5/15 AMP. POINT
1'-6" 1" 92
2'
10'
1" 3'-112
1" 5'-42
1" 102
EQ
4"Ø RWP 3"Ø WS
CEILING BOTTOM
GEYSER
TUBE LIGHT 5'-6"
EQ
C2
1" 2'-72
C2
CEILING BOTTOM
CEILING LIGHT
5 AMP. POINT
1'-3"
EQ
1" 2'-72
EQ
1'-6"
CEILING FAN
5/15 AMP. POINT(T.V.)
1" 102
C2
C2
C2
10" EQ
EQ
EQ
4"Ø RWP 3"Ø WS
SECOND FLOOR PLAN
F
C2 4"Ø RWP 3"Ø WS
1'-3"
EQ
1" 5'-72
9"
4'-9"
1'-3"
EQ
6'-6"
1" 2'-72
4'-71 2"
1'-3"
EQ 1'-3"
3'-6"
4' 6"
1'-3"
C2
9"
3'-6"
9"
2'
6"
4'
1'-3"
EQ
C2
4'-6"
1" 7'-22
5'-6"
5'-5"
1" 3'-12
3'-6"
6'-3"
EQ
7'
5'-1"
3'-9"
2'-6"
4'
2'-6"
1" 1'-72
1'-6"
7"
2'-6"
2'-6"
5'
HT. OF FIXTURES FROM F.F.L
SWITCH BOARD
K
1'-2"
3'
1'-8"
S
N
2'
C2 EQ
1" 5'-02
5'-1"
1'-6" 1" 42
1" 102 9"
1" 3'-62
1'-6"
W
C2
C2
1'-6"
1" 7'-12
1" 4'-12
2'
4'-6"
EQ
6"
6"
NORTH 2'
1'-6"
1" 42
DRAWING NO : SHEET NO :
EQ
4'-6" 7'-6" 2'
DRAWING TITLE: ELECTRICAL LAYOUT
DEALT BY:AR. GARGI KOUL
2'
EQ
2'-6"
1" 6'-12
2'
6"
6"
1" 2'-72
C2
1" 1'-102
1" 2'-72
1" 2'-72 1" 2'-72
1" 42
C2
1" 102
EQ
EQ
9"
C2
17
1'-6"
5'-6"
4'
6'-8"
1'-6" 4'
4'
5'-1"
7'
6'-8"
2'-6"
9"
4'-9" 5'-1"
F
1" 102
10
5'-9"
EQ EQ EQ
6" 3'-6"
C1 1'-6"
1'-6"
6"
5'-6"
K
4"Ø RWP
CA
1" 4'-02
1'-6"
C1
1" 42
AC
2'
2'
5'
4'
1'-9"
3'-9" 1'-6"
2'-71 2"
1" 3'-22
1" 7'-12
1" 3'-92
9"
1'-6"
6"
6" 1" 2'-72
K
1'-7"
5'-1"
4'-6"
1" 9'-42
05
1'-3"
3"Ø WS 4"Ø VS
1'-6"
C2
AC
EQ
1'-6"
3"Ø WS 4"Ø VS
2'
C2
2'-4"
C2
K
2'
2'-11"
AC
3"Ø WS 4"Ø VS
1" 3'-92
4'-6" 4'-6"
2'-6"
4'
C1 1'-6"
01
C2
C2
2'-4"
1" 4'-42
1'-6"
1" 7'-12
4'-6"
2'
C2
1" 9'-42
2'
1" 3'-22
5'
17
6"
6" 1" 3'-92
1'-6"
EQ
9"
EQ 7'-6" 1" 4'-22
9"
1" 2'-72
1" 6'-92
1" 6'-82
K
1" 42
EQ
5'-1"
K
2'
1" 5'-112
C2 EQ
5'-9"
EQ
1" 9'-42
EQ
01
1" 3'-72
10 K
2'
1" 3'-102
1" 6'-82
4'-6"
1" 6'-82
EQ
1'-6"
1" 5'-82 EQ
1" 6'-82
EQ
C2 1" 3'-102
1" 1'-112
05
6"
EQ
AC
5'
1'-6"
C2
EQ
2'
01
1" 3'-72
4"Ø RWP
2'-6"
AC
1" 3'-102
2'
EQ
9"
C2
K
1" 3'-102
1" 1'-112
1" 4'-12
6" 9"
4"Ø RWP
C2
EQ
C2
1" 5'-82
6"
1'-3"
2'
EQ
EQ
3'-7"
EQ
1'-6"
EQ
2'-6"
EQ
K
EQ
SITE LOCATION: #299, WHITE CITY
K
1'-3"
1'-3"
1" 2'-62
1'-3"
3'-7"
1'-6"
Mr. SATNAM SINGH
M.B.
9"above lintel + 3'-6" +3'-6"
5/15 AMP. POINT(K)
+1'-0"
BELL PUSH
+ 3'-6"
BELL BUZZER
+ 7'-0"
METER BOX
+ 3'-6" + 1'-0"
FOOT LIGHT EXHAUST FAN
as/ventilator
LIGHT/MIRROR PT.
9"above lintel
6AMP S.W.B.LAMP SW FOR FAN TUBLIGHT PHONE PT. HT.2'-0"
+ 2'-0"
NOTE: 1. ALL HEIGHTS MENTIONED ARE FROM F.F.L UP TO BOTTOM OF FIXTURE. 2. POWER POINT WITH GEYSER BUT SWITCH WITH MAIN S.B.
REVISIONS SR. NO. DATE
REVISIONS
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#299, WHITE CITY
PLUMBING LAYOUT
25'
F.T.
RWH
C2
C2
F.T.
4"Ø RWP
C2
C2 01
4"Ø RWP
C2
4"Ø RWP
05
05
01
C2
C2
C2
C2
05
01
10
10
17
10
17
17
C2 C2
C2
C2
1'-6"
1'-6"
1'-3"
C2
C2
C1
5'
1'-421"
N.T.
1'-412"
2'-3"
C2
C1
C2
C2
30'
1'-421"
C1
C1
C2 F.T.
N.T.
3"Ø WS 4"Ø VS
C2
3"Ø WS 4"Ø VS
3"Ø WS 4"Ø VS
C1
N.T.
C2
1'-3"
1'-3"
45'
1'-3"
1'-421"
1'-6"
C2
F.T.
F.T.
01
N.T.
F.T. 1'-6"
C2
C1
2'-3"
1'-6"
N.T. 1'-6"
N.T.
F.T.
1'-3"
1'-3"
1'-6" N.T.
1'-3"
1'-3"
1'-6"
F.T.
C2
RWH
GT 1' X 1'
IC 2'X3'
IC 2'X3'
GT
FIRST FLOOR PLAN
1' X 1'
GROUND FLOOR PLAN DRAWING TITLE:
REVISIONS
PLUMBING DRAWING
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
SECOND FLOOR PLAN
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
C2 F.T. RWP 4"Ø 3"Ø WS
CLIENT:
SITE LOCATION:
Mr. SATNAAM SINGH
# 299,WHITE CITY
N
RWH
F.T. 4"Ø RWP 3"Ø WS
4"Ø RWP 3"Ø WS
4'-9"
C2
NOTES:
W
C2
C2
E
C2
C2
4'-9"
S
F.T.
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#257,C.R.C
PLOT AREA = 24'-0"X41'-0"= 984 SQFT FAR :- 1:2.1 (2066.4 SQFT) PERMISSIBLE AREA = 697.73 SQFT
24' 2'-6" WIDE BALCONY
4"Ø RWP
C1
+1 +2 LVL +3'-0"
4"Ø VS 3"Ø WS
C1
C1
CABINET
C1
TOILET 7'-9"X5'-0"
BEDROOM 11'-0''X11'-3''
C1
UP
LVL +3'-0"
01 02 03 04 05 06 07
UP
11 18 17 16 15 14 13 12
LVL +2'-0"
C1
C1
C1
C1
VERANDAH 15'-3''X8'-1021"
C2
1" 7'-42
I
D
E
STAIRCASE :1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
UP 19 20 21 22 23 24 25
STAIRCASE 26 10'-121"X10'-1021"27 10 11 18 17 16 15 14 13 12
DN
C1
C1
4"Ø VS 3"Ø WS
C1
R
C1
TOILET 8'-0"X5'-0"
KITCHEN 12'-3"X8'-6"
C1
C1
2'-6" WIDE BALCONY
2'-6" WIDE PROJECTION ABOVE
L
1" 28'-72
LOBBY 5'-10'' X 7'-9''
S
BEDROOM 10'-3''X11'-3''
LOBBY 12'-3"X8'-721"
2'-6" WIDE BALCONY
10
2'-6" WIDE BALCONY
STAIRCASE 08 10'-121"X10'-1021" 09
+2 +1
TOILET 5'-0"X9'-121"
3'-0" WIDE PASSAGE
4"Ø RWP 4"Ø VS 3"Ø WS
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
C1
C1
BEDROOM 11'-6''X11'-3''
4"Ø RWP 4"Ø VS 3"Ø WS
C2
POOJA 6'-7 21" X 5'-0"
1" 28'-72 41'
C A B I N E T
DRAWING CUM LOBBY 12'-421"X15'-6"
A R C H
C1
CABINET
BEDROOM 14'-0''X11'-3''
KITCHEN 8'-6"X11'-721"
C1
2'-6" WIDE BALCONY
4"Ø RWP
C2
C1
UP
4"Ø RWP 4"Ø VS 3"Ø WS
4"Ø RWP
C1
5'
DN LVL +2'-0" 2'-6" WIDE PROJECTION ABOVE
4"Ø VS 3"Ø WS
2'-6" WIDE BALCONY
TOILET 8'-0"X5'-0"
24'
1" 28'-72
24'
37 38 39 40 41 42 43
STAIRCASE 44 7'-6"X10'-1021" 45
VERANDAH 7'-9"X10'-6''
STUDY ROOM 7'-721"X10'-121"
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
28 29 36 35 34 33 32 31 30
DN C1
C1
C1
2'-6" WIDE BALCONY
SECOND FLOOR PLAN
FIRST FLOOR PLAN
GROUND FLOOR PLAN
TOTAL COVERED AREA FOR F.A.R = G.F(697.73)+F.F(697.73)+S.F(697.73) = 2093.19 SQ.FT.
ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS | BUILDERS CPM-55, SEC-105, EMAAR, MOHALI PH. 8568999998,8556899998 E-mail: designanthemforum @gmail.com Website: www.designanthenforum.in
SHEET NO : DATE : SCALE :
RESIDENTIAL
CLIENT:
SITE LOCATION:
Mr.ASHWINI & Ms. ANU
# 257, CRC
N
DESIGN ANTHEM FORUM
REVISIONS
NORTH
E
CHECKED BY: AR. ARUN YADAV DRAWING NO :
SR. NO. DATE
PROJECT TITLE:
NOTES:
W
DEALT BY: AR. GARGI KOUL
REVISIONS
S
DRAWING TITLE: CONCEPTUAL PLANNING
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
LVL + 41'-0"
9"
SLAB
3'
2'-3"
9"
LVL+2'-6"
W1 7'
3'-6"
W2
W3
3'-6"
3'
2'-421"
1'-6"
4'
3'
9"
2" THK. MS BARS @ 0'-6" C/C
PLINTH LEVEL REVISIONS SR. NO. DATE
DEALT BY: AR. GARGI KOUL
9"
PAINT AS PER SELECTION PLINTH LEVEL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
S
DRAWING TITLE: 2D ELEVATION FRONT
10'
LVL-11'-3"
1'-6"
LVL + 10'-9"
SLAB
LVL- 10'-10 1/2"
6'-6"
PAINT AS PER SELECTION
9"
2'
LVL ± 0"
2'-6"
1'-9"
2'-9" 1'-6"
MS (I) SECTION
W5
2'
2'-6" 1' LVL+2'-10 1/2"
4'-721"
9"
9"
TAPER WALL AS PER DETAIL 10'
LVL ± 0"
3'-3"
2'-421" 9"
LVL + 21'-6"
SLAB
4'
DW2
LVL+2'-6"
STONE TILE ABOVE PLASTER AS PER SELECTION
9"
W5
9"
6'-6"
3'-6"
9" 6"
LVL+2'-6"
2'-6"
10'
4'
9"
IRON RAILING
SLAB
9"
2'-9" 1'-6" 2'-3"
8'
9" 2'-3"
W5 1021" 3'-3"
3"9"
9"
2'-9"
9"
1'-1021"
LVL + 32'-3"
TAPER WALL AS PER DETAIL
4'
3'-9"
D1
1'-6"
9" 9"
9" 1'-9"
6'-6"
LVL-11'-3"
SLAB
2' 4'-6"
2'
W4
2'-9"
3'-6" 9" 6'-6"
JALI AS PER ELEVATION
4'
2'-9" 4'-6"
5'
LVL- 6'-4 1/2"
10'
N
LVL+2'-10 1/2"
PAINT AS PER SELECTION
LVL- 10'-10 1/2"
LVL ± 0"
9"
O
SLAB
3'-6"
I
LVL ± 0"
LVL+2'-6"
LVL ± 0"
RAILING AS PER SELECTION
9"
T
LVL-11'-3"
1'-6" 1'-9"
V A
2'
PAINT AS PER SELECTION 6'-6"
E
9"
SLAB
1'-6"
3'-6"
L
W5
3'-3"
PAINT AS PER SELECTION
4'
RAILING AS PER SELECTION
10'
E
4'-6"
2'
9"
LVL+1'-6"
9"
SLAB
CHECKED BY: AR. ARUN YADAV
DATE : 26-08-23 SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWANI JI
# 257, CRC
N
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
SHEET NO : 01/02
E
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
DRAWING NO :
W
DESIGN ANTHEM FORUM
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
LVL- 10'-3"
LVL + 41'-0"
SLAB
9"
9"
9"
SLAB
4'-6"
8'
PAINT AS PER SELECTION
2'-9"
9"
1'-6"
421"
PAINT AS PER SELECTION
W66'
2'-3"
W4
2'-6"
RAILING AS PER SELECTION
2'-9" LVL+2'-10 1/2"
421"
3'-3"
V1
LVL -14'-71/2"
1'-1 21"
2'-3"
9"
2'-3"
TAPER WALL AS PER DETAIL
5'-3"
9" 1'-9" 9"71" 2
IRON RAILING
5'-1121" 1'-1"41" 2
DRAWING TITLE:
REVISIONS
2D ELEVATION SIDE
SR. NO. DATE
9"
9"
W4
PLINTH LEVEL
DEALT BY: AR. GARGI KOUL
2'-3"
7'
W1
2'-3" 10'
5'-6"
7'-7 21"
6'
W3
3'-6"
10'
PAINT AS PER SELECTION
3'-6"
PAINT AS PER SELECTION PLINTH LEVEL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
CHECKED BY: AR. ARUN YADAV
DATE : 26-08-23 SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWANI JI
# 257, CRC
N
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
SHEET NO : 01/02
E
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
DRAWING NO :
W
DESIGN ANTHEM FORUM
LVL + 10'-9"
SLAB STONE TILE AS PER SELECTION
6'
LVL+1'-6"
9"
2'-6"
LVL ± 0"
LVL ± 0"
1'-6"
2'-6"
N
LVL+2'-6"
421"
LVL+2'-6"
SLAB
1'-6"
O
MS (I) SECTION
3'-6"
2'-9"
421"
1'-5"
JALI AS PER ELEVATION
10'
W3
RAILING AS PER SELECTION
7'-7 21"
LVL + 21'-6"
SLAB
6'-6"
3'-6"
LVL+1'-6"
4'
9"
LVL ± 0"
4'
2'-6"
4'
9" 9"
LVL+2'-6"
9"
421"
LVL+2'-6"
3'
10'
5'-6"
3'-6"
4'-4"
6"
9"
6'-021"
2'-3"
LVL + 32'-3"
SLAB
2'-6"
3'-7"
2'-6"
LVL+2'-6"
LVL- 23'-71/2"
2'-6" 9" 1'
3'-6" 9"
MS (I) SECTION
4'
I
SLAB
LVL+2'-10 1/2"
D4
LVL- 23'-71/2"
LVL ± 0"
3'-6"
3'-6"
T
W3
9"
IRON RAILING
A
LVL ± 0" LVL+1'-6"
6'-6"
JALI AS PER ELEVATION
6'-6"
V
LVL ± 0"
9"
E
9"
SLAB
LVL ± 0"
9" 9"
LVL+2'-6"
2'-9"
3'-6"
L
2'-9"
IRON RAILING
4'
RAILING AS PER SELECTION
RAILING AS PER SELECTION
S
E
4'-6"
LVL- 12'-9"
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
DOOR - WINDOW DETAILING ALL FLOORS
3'-6" 3'-1"
1" 22
1" 5'-102 1" 22
O
1" 2'-42 2'-2"
1" 22
O 1" 7'-92
6'-6" 6'-1"
1" 22
1" 7'-92
8'-0"
8'-0"
1" 7'-92
1" 7'-92
8'-0"
4'-6" 2'-0" 2'-6" 1" 1" 21" 22 1'-92 2'-1" 2
1" 22
1" 22
DESIGN ANTHEM FORUM
6'-1" 6'-6"
2'-7"
1" 22
1" 22
1" 22
ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
1" 7'-92
2'-1"
1" 22
1" 22
1" 22
3'-0"
2'-6"
1" 22
1" 22
2'-10"
1" 22
1" 22 1" 7'-92
8'-0"
PLOT SIZE -24'-0"X 41''-0"= 984 SQ.FT.
1" 22
1" 22
3'-4"
1" 22
#257,C.R.C
3'-3"
3'-9" 1" 22
D1 : 3'-9" X 8'-0" Qty. - 2
D2 : 3'-3" X 8'-0" Qty. - 4
D3 : 2'-6" X 8'-0" Qty. - 4
D4 : 3'-0" X 8'-0" Qty. - 2
1" 22
Residential
1'-6"
1'-6"
1" 22
PROJECT TITLE:
DW1 : 2'-6"X8'-0"+ 2'-0"X6'-6" Qty. - 1
CLIENT:
DW2 : 3'-6"X8'-0"+ 2'-4 1/2" X 6'-6" Qty. - 1
MR. ASHWANI JI
SITE LOCATION: #257, CRC
V1 1 W2 2
C1
C1
DW1 1
W3 2
DRAWING TITLE:
C1
D3 1
C1
V1 3
C1
C1
C1
DW3 1
W3 3
C1
DEALT BY: AR. GARGI KOUL CHECKED BY:AR. ARUN YADAV
SD 1
W3 4
D3 3
ALL FLOOR JOINERY/WORKING
V1 4
C1
DRAWING NO : SHEET NO : 01/04 DATE : 26-08-2023 SCALE :
NORTH
D3 4
S E
W3 1
C2
D1 1
D2 3 W4 3
V1 2
C1
D2 2
C1
W2 1
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
N
D3 2
W4 1
C1
W6 1
C2
D1 2
C1
C1
D2 4 W6 3
C2
01 02 03 04 05 06 08
W1 2
43
25
09
26
10
27
11
10
44
W6 2
C1
STAIRCASE :1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
C1
W5
W4 2
C1
C1
28 29 36 35 34 33 32 31 30
D4 1
18 17 16 15 14 13 12
C1
45
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
11
18 17 16 15 14 13 12
C1
C1
37 38 39 40 41 42
19 20 21 22 23 24
DW2 1
07
C1
W
D2 1
W5
C1
C1
W1 1
SECOND FLOOR PLAN
FIRST FLOOR PLAN
REVISIONS SR. NO. DATE
REVISIONS
2'-0"
1" 22
1" 22
3'-1" 2'-8"
1" 22
1" 22
3'-6" 3'-1"
1" 22
1" 22
5'-0" 4'-7"
1" 22
1" 22
3'-0" 2'-7"
1" 22
1" 22
6'-0"
1" 3'-102
1" 1'-6" 21" 22 2
1" 22
2'-6" 2'-1"
W1 : 7'-0" X 5'-6" Qty. - 2
W2 : 3'-1 1/2" X 6'-6" Qty. - 2
W4 :5'-0" X 6'-6" Qty. - 3
(FOR ALL FLOORS AS PER ELEVATION)
W6 :5'-0" X 4'-0" Qty. - 4
8'-0"
4'-1"
V1 : 2'-6" X 3'-0" Qty: 4
1" 22
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
5'-0"
1" 22 8'-0" 4'-0"
1" 22
W5 : 3'-0" X 4'-0" Qty. - 4
F
8'-0"
O
4'-0"
4'-0"
8'-0"
F
4'-0"
8'-0" 1" 1'-6" 22
4'-0"
W3 : 3'-6" X 4'-0" Qty. - 4
3'-7"
4'-0" 6'-6"
1" 22
F
F
6'-6"
8'-0"
3'-7"
1" 6'-32 1" 1'-6" 22
1" 1'-6" 22
1" 1'-6" 22
DW3 : 3'-3"X8'-0"+ 5'-6"X6'-6" Qty. - 1
O
8'-0"
O
6'-6"
F
6'-6"
F
8'-0"
6'-6"
O
1" 7'-92 8'-0"
6'-6" 6'-1"
4'-0"
EX O
4'-6" 1" 22
1" 22
1" 22
1" 22
1" 7'-92
7'-0"
1"1'-21"21"1'-21" 21" 22 2 2 2 2 3'-0"
1" 4'-42
1" 22
1" 22
1" 22
1" 22
1" 22
3'-3" 2'-10"
1" 22
1" 22
1" 22
8'-9"
1" 22
5'-6" 1" 5'-32
1" 22
1" 22
1" 22
GROUND FLOOR PLAN
SD1: 4'-6" X 8'-0" Qty. - 1
1" 7'-92
1" 22 6'-1" 6'-6"
6'-6" 6'-1"
1" 22 1'-6"
1" 22 1'-6"
MR. ASHWANI JI
9"
5'
3'-6"
3'
2'-6"
DRAWING NO :
2'-6" 9"
SHEET NO : 01/04
412"
DATE : 26-08-2023
7'-9"
NORTH
2'-6" 9" 16'-3"
8'
6'-1012"
1'-6" 9"
9" C1
1" 28'-7 28'-712 "
9" 10'-121"
28 29 36 35 34 33 32 31 30
9" C1
8'
1'-9"
14'-1012" C1
C1
5'
2'
4'
9" 2'-3" 9" 9"
3'-412"
3'
9"
1
4 2"
2'-6"
9"
9"
3'-412"
3'
45
1'-6" 9"
5'-7 "
5'-712"
1 2
1"
44
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
1 " 42
2'-6" 9"
8'-1021"
9"
18 17 16 15 14 13 12
9" C1
1 2
10
9"
11
STAIRCASE :1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
9" C1
27
43
10'-1012"
10'-1 "
2'-4 " 1'-6"
1 2
1 2
37 38 39 40 41 42
2'-6"
9"
26
9"
7'-6"
25
1'-121"
3'
9"
3'
C1
3'
6'
6'
C2
6'
19 20 21 22 23 24
11'-6"
7'-512"
4"Ø RWP 4"Ø VS 3"Ø WS
421" 2'-6"
4 12"
1'-112"
9"
C1
1'
9"
9"
5'
9" C1
412"
3'
3'-9"
1'-1021" 421"
6'
412"
1' C2
412"
7'-712"
9"
9" 2'-3"
1'-112"
9"
3'-3"
28'-71"
9" 3'-3"
6'-10 " 1 2
3'-
24'-4 "
9" 1'-9"
3'-
1'-6" 9"
C1 10'-1 "
5'-6"
9"
10'-412"
3'-9"
4"
4'-6" 6'-1 "
421"
9"
2'-6"
16'-712"
10'-412"
3'-721"
3'-3"
9"
10'-112"
9"
1 2
18 17 16 15 14 13 12
1 2
DEALT BY: AR. GARGI KOUL CHECKED BY:AR. ARUN YADAV
412"
9" 4"
1 2
9'-1 "
412"
1 2
C1
4'-6"
C1
SCALE :
3'-412"
1'-121"
2'
9"
ALL FLOOR JOINERY/WORKING
3'-3"
C1
5'
9"
1 2
412" 2'-121"
9" 2'-6"
9"
3'-412"
DRAWING TITLE:
2'-6"
4"Ø VS 3"Ø WS
7'-9"
2'-6"
9" 2'-3" 412"
8'-121"
412"
3'-3"
#257, CRC
11'-421"
4'-6"
C1
9" 2'-6"
2'-6"
2'-112"
9" 1'-721" 712"
2'-9"
4"Ø RWP
C1
9" 5'
412"
11
9" 12'
C1
6'-9"
10'-112"
6'-421"
10
9"
CLIENT:
DW2 : 3'-6"X8'-0"+ 2'-4 1/2" X 6'-6" Qty. - 1
412" 4"Ø RWP 4"Ø VS 6' 3"Ø WS
3'-9"
7'
09
412" 2'-9"
412" 9"
4'-6" 9" 2'-6"
9"
C1
01 02 03 04 05 06 08
9" 1'-712"
9" C1
1 2
07
7'
2'-6"
" 9" 1'-9"
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
9" 2'-3" C1
DW1 : 2'-6"X8'-0"+ 2'-0"X6'-6" Qty. - 1
24' 1
3'-3"
9'-6"
9'-6"
5' 3'-1 "
3'-6"
9" 2'-6"
1 2
2'-421" 9"
9"
412"
3'-1 "
1' C2
Residential
SITE LOCATION:
3'-4 VS2" 4"Ø 3"Ø WS
11'
9"
1" 28'-72 35'-6"
412"
412"
6'-7 " 1 2
412"
5'-6"
3'-6"
3'-6"
9" 2'-3"
2'-6" 9"
421"
11'-9"
D4 : 3'-0" X 8'-0" Qty. - 2
412"
11'-3"
11'-3" 3'-4 "
3'-3"
8'-9"
9"
9" 2'-3" C1
9"
9"
4"Ø RWP
9" 1"
1 2
4'-712" 1'-112" 9" 2'-6"
27'-1012"
5'
28'-8"
9"
4"Ø RWP 4"Ø VS 3"Ø WS1'-6" 9"
9" C1
412"
8'-6"
D3 : 2'-6" X 8'-0" Qty. - 4
5' 9" C1
412"
9"
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
9" 8'
7'-721"
9"
11'-721"
D2 : 3'-3" X 8'-0" Qty. - 4
24' 12" 24'-4
9'-6"
3'-112"
2'
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
26'-6"
4'-712"
5'
1'-121" 2'-6" 9"
412"
9" 1'-021"
9"
9"
2'
7'-9"
3'-6"
2'-6"
O
N
2'
O
1" 22
E
9"
1" 2'-42 2'-2"
W
D1 : 3'-9" X 8'-0" Qty. - 2
3'-112" 4"Ø9"VS1'-9" 3"Ø WS C1
2'-421"
2'
1" 5'-102 1" 22
S
2'-6"
2'
3'-6" 3'-1"
1" 22
PROJECT TITLE:
24'
9" C1
1" 22
1" 7'-92
8'-0"
8'-0"
1" 7'-92
1" 7'-92
8'-0"
DOOR - WINDOW DETAILING ALL FLOORS
4"Ø RWP
4'-6" 2'-0" 2'-6" 1" 1" 21" 22 1'-92 2'-1" 2
1" 22
1" 22
2'-7"
1" 7'-92
1" 22
1" 22
2'-1"
1" 22
1" 22
1" 22
3'-0"
2'-6"
1" 22
1" 22
2'-10"
1" 22
1" 22 1" 7'-92
8'-0"
PLOT SIZE -24'-0"X 41''-0"= 984 SQ.FT.
1" 22
1" 22
3'-4"
1" 22
#257,C.R.C
3'-3"
3'-9" 1" 22
15'-1112"
7'-121"
2'-3" 9"
SECOND FLOOR PLAN
FIRST FLOOR PLAN
REVISIONS SR. NO. DATE
REVISIONS
2'-0"
1" 22
1" 22
3'-1" 2'-8"
1" 22
1" 22
3'-6" 3'-1"
1" 22
1" 22
5'-0" 4'-7"
1" 22
1" 22
3'-0" 2'-7"
1" 22
1" 22
6'-0"
1" 3'-102
1" 1'-6" 21" 22 2
1" 22
2'-6" 2'-1"
W1 : 7'-0" X 5'-6" Qty. - 2
W2 : 3'-1 1/2" X 6'-6" Qty. - 2
W4 :5'-0" X 6'-6" Qty. - 3
(FOR ALL FLOORS AS PER ELEVATION)
W6 :5'-0" X 4'-0" Qty. - 4
8'-0"
4'-1"
V1 : 2'-6" X 3'-0" Qty: 4
1" 22
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
5'-0"
1" 22 8'-0" 4'-0"
1" 22
W5 : 3'-0" X 4'-0" Qty. - 4
F
8'-0"
O
4'-0"
4'-0"
8'-0"
F
4'-0"
8'-0" 1" 1'-6" 22
4'-0"
W3 : 3'-6" X 4'-0" Qty. - 4
3'-7"
4'-0" 6'-6"
1" 22
F
F
6'-6"
8'-0"
3'-7"
1" 6'-32 1" 1'-6" 22
1" 1'-6" 22
1" 1'-6" 22
DW3 : 3'-3"X8'-0"+ 5'-6"X6'-6" Qty. - 1
O
8'-0"
O
6'-6"
F
6'-6"
F
8'-0"
6'-6"
O
1" 7'-92 8'-0"
6'-6" 6'-1"
4'-0"
EX O
4'-6" 1" 22
1" 22
1" 22
1" 22
1" 7'-92
7'-0"
1"1'-21"21"1'-21" 21" 22 2 2 2 2 3'-0"
1" 4'-42
1" 22
1" 22
1" 22
1" 22
1" 22
3'-3" 2'-10"
1" 22
1" 22
1" 22
8'-9"
1" 22
5'-6" 1" 5'-32
1" 22
1" 22
1" 22
GROUND FLOOR PLAN
SD1: 4'-6" X 8'-0" Qty. - 1
9"
LB1
4 5 6
9"
1'-0"
C1
17'
16'-3"
421"
P:C:C: 1:5:10 4"
10'-121" 10'-1021"
09 10
D
D d
18"
08
AST 4'-0"
PEDESTAL TIES
N.G.L.
LxB
4"
PCC 1:5:10 LXB
4"
TYPICAL DETAIL FOR SEC. AT-X-X
TYPICAL DETAIL FOR SEC. AT-Y-Y
L
L
18 17 16 15 14 13 12
9"
10'-121" 10'-1021"
12'
T
AST
AST
9"
B
B
C1 9"
C1 9"
9"
9"
10'-121" 9"
9"
421"
9"
4'
12'-421"
C1
9"
24'-421"
AST TOP PLAN OF TYPICAL ISOLATED ONE SIDE FOOTING
AST TOP PLAN OF TYPICAL ISOLATED FOOTING
I
4'-0"
12"
PEDESTAL PEDESTAL BARS
PLINTH BEAM
AS APPLICABLE
C1
421"
N.G.L.
N.G.L.
AST
10'-121"
4'
C1 4'
4'
P.L. P.L.
11
12'-9"
NOTES:-
ONLY IF REQUIRED
9"
4 5 6
L1
1
4,6,5
L1/4
4,6,5
4,5
6
1 TO 3
3
1
TO
SECTION AT 1-1 BAR NO :- 1TO 3-16MM Ø 4TO 6-12MM Ø
STPS:-A
4
3
THICKNESS OF FOOTING SIZE OF P.C.C. SIZE OF R.C.C. FOUNDATION BASE LXB LXB NO. D d
FOUNDATION
1
BEAM - PB1
BEAM - PB1
2
1
DIA.&NO.OF BARS
SHAPE & REINFORCEMENT
3'-6" x 3'-6"
12"
18"
10 Ø @ 5" C/C
SEC. -Y-Y
FOR C2
4'-6" x 4'-6"
4'-0" x 4'-0"
12"
18"
10 Ø @ 5" C/C
SEC. -Y-Y
9''X12''
1 TO 4 = 12 Ø
DRAWING TITLE:
REVISIONS SR. NO. DATE
9" x 9"
9.Minimum Nominal Cover to all Reinforcement i/c. LINKS IF ANY
SHALL BE AS PER IS 456-2000 AS UNDER:(1) FOUN. =75 mm. (2) COLUMN = 40 mm (3) BEAMS = 20 mm (4) SLABS = 20 mm
9" x 12" (G-2)
10. LAP LENGTH / ANCHORAGE LENGTH
(G-2)
i ) 50 d IN CASE OF FOUND., BEAM & SLAB ii )45 d IN CASE OF COLUMN WHERE d IS DIA 11. Foundation is Designed for G.F. + F.F.+ S.F. 12. Foundation is Designed for safe bearing capacity 11 TON/M2 at 1.2 MTS depth 13. Concrete Design Mix to be vetted from Structure Engineer before usage at site.
(G-2)
TIES & SHAPES
in A REGION &6"c/c in B REGION
8m m Ø
1tes k niL1+s
8m m Ø
1tes k niL1+s
FLOOR LEVELS
SHAPE & REINFORCEMENT
SHAPE & REINFORCEMENT
COLUMNS
C-1
C-2
14. Steel to be checked by Structure Engineer on site before concreting of major elements ,such as Foundation ,Columns & Beam Slab
NORTH
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
drawing clerification may be sorted. 8. Conc mix to be used as follow:. a. M25 for foundation c. M25 for plinth beams & slab beams
PROJECT TITLE: REVISIONS
4. Brick used in masnory shall have crushing strength not less than 100kg/cm2. 5. The reinforcement shall be of high strength defoemed bars as per I.S.1786-1985 Fe 500N/mm2. 6. The structure drawings should be read in conjuction with the architecture drawings. 7. In case of any ambiguty in structure
b. M25 for columns
2
1 TO 6 = 16 Ø
1 TO 4 = 16 Ø
SIZE OF COLUMN
a+b -8MM Ø @ 4"c/c
FOUNDATION STRUCTURE DEALT BY: AR. GARGI KOUL
DESIGN ANTHEM FORUM
AST
4'-0" x 4'-0"
9" x 9"
SCHEDULE OF STIRRUPS STPS A:- 2L- 8mmØ @4" C/C +REST @6" C/C STPS B:- 2L- 8mm Ø @4" C/C +REST @6" C/C
REFER SEC.
d. M25 for slab.
DIA.&NO.OF BARS
CP SIZE OF COLUMN
6
5
REINF. IN BOTHWAY
FOR C1 9''X9''
FOUNDATION
2
4
3
4
TO
1 2 3
6
1
GROUND FLOOR
1. Contractor to check & verify all dimensions before execution of the work. 2. Figured dimensions shall be followed. 3. All dimensions are given in FEET & INCHES
FOOTING SCHEDULE FOR COLUMNS STARTS FROM N.G.L.
TERRACE FLOOR
12''
L1/4
N
9"
11'
10'-1021"
10'-1021" 10'-121"
11
9"
O
7'
07
18 17 16 15 14 13 12
4'
STRPS. - 8mmØ @6" c/c
01 02 03 04 05 06
10
C1
STRPS. - 8mmØ @6" c/c
5'
C2
421"
PB1
PB1
09
PB1
3'-121"
1'
9" 01 02 03 04 05 06
DETAIL OF LB2 (AT LINTEL LVL.) Bars - 1TO3-16 mm Ø ('Thr' out) 4TO6-16 mm Ø ('Thr' out)
5"
C1
DETAIL OF LB1 (AT LINTEL LVL.) Bars - 1TO3-16 mm Ø ('Thr' out) 4TO6-16 mm Ø ('Thr' out)
9"
11'-9"
421"
9"
12'-721"
08
4'
421"
421" 4'-721"
C1
1 2 3
PLINTH BEAM
9"
C2
07
C1
9"
14'
17'
421"
27'-121"
4'
4'
4'
28'-721"
PB1 PB1
C1
4'-6"
4'
4'-6"
A
8'-6"
PB1
N D
9"
10'-121"
U
16'-3"
17'
PB1
PB1
11'-3"
PB1
O
11'-3"
1 2 3
5"
9"
4 5 6
9"
1'-3"
9"
C1 9"
C1
5'-421"
9"
5'
12'
421"
C1 4'
C1
4'
C1
9"
4'
9"
F
4'
PB1
4'
4'
9"
10'-1021" 10'-121"
12'-9"
LB2
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
# 257, CRC
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
F
9''
JOINT
NOTES:-
5. MINIMUM CLEAR COVER TO THE REINFORCEMENT IS TO BE PROVIDED AS FOLLOWS: FOUNDATION 50mm COLUMNS 40mm BEAMS 25mm SLAB 20mm
B REGION
9. HOOKS FOR TIES/STIRRUPS = 13.5D 10. THIS BUILDING IS DESIGN FOR G+2 11. BEARING CAPACITY=12 T/M2 AT LEVEL 3'-0" FROM N.S.L (VERIFY BEFORE CONSTRUCTION)
TIE BEAM(TB1) N.G.L 3"
3'-0"
6'' 6''
18"
1
222"
27"
EQ
1
312"
d 4"
AST
18"
EQ
PCC 1:5:10 2'-6" DETAIL OF FOOTING
AT 412" THK. BRK WALL (W.F.-2)
3'-0"
P.C.C 1:4:8 BxL
4"
O
1'-6"
EQ
EQ
D
3'-0"
6"
PCC 1:5:10
1'-6"
9" 1 132"
2'-6"
1
132"
6''
FULLY COMPACTED EARTH
8 (a) LAP SPLICES TO BE PROVIDED ONLY IN THE CENTRAL HALF OF THE MEMBER LENGTH AND NOT MORE 50% OF THE BARS SHALL BE SPLICED AT ONE SECTION. (b) HOOPS/STIRRUPS SHALL BE PROVIDED OVER THE ENTIRE SPLICE LENGTH AT THE SPACING NOT EXCEEDING 150mm.
6''
4" AS PER SITE
N.G.L.
6''
H/6 P.L
3"
N.G.L.
FFL
7. IS 456-2000, IS 13920 SHALL BE REFERRED FOR DETAILING OF REINFORCEMENT AND TO MEET DUCTILITY REQUIREMENTS.
A REGION
PLINTH BEAM(PB1)
T
DPC PB-X
6. REINFORCEMENT BARS TO BE USED SHALL BE TMT BARS (THERMO MECHANICALLY TWISTED BARS) OF GRADE 500D N/mm² CONFORMING TO IS 1786.
all over lap in middle half
D
42"
6''
H
N
I
PLINTH BAND
4. P.C.C UNDER FOOTING IS 1:4:8.
1
FFL
As Per Arch Drg.
A REGION
U
A
DPC
3. THE ENGINEER-IN-CHARGE MAY GET THE CONCRETE MIX DESIGNED BUT CEMENT CONTENT SHOULD NOT BE LESS THAN 300 Kg/Cum FOR M25 MIX.
6" 6" 6" 6"
H/6
O
1. ALL DIMENSIONS ARE IN mm, UNLESS OTHERWISE SPECIFIED. 2. M25 CONCRETE MIX FOR ALL.
As per arch drg
ROOF LVL.
DETAIL OF FOOTING AT 9" THK. BRK. WALL (W.F.-1)
4"
DUCTILE DETAILING OF COLUMN & FOUNDATION AS PER IS13920
N DRAWING TITLE:
REVISIONS
FOUNDATION STRUCTURE
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
# 257, CRC
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
S L
1'
11'-9"
R E
9"
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
C1
19 20 21 22 23 24
CB3
e
11 18 17 16 15 14 13 12
Z
11'-9"
1'
10'-121"
28 29 36 35 34 33 32 31 30
C1
9"
C1
CB2
9" 2'-6"
CB2
45
c
C1
C1 9"
C1
a
b
44 STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
9"
STAIRCASE :1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
43
CB2
10'-121"
c
9"
Z
2'-6"
b
10
37 38 39 40 41 42
f
10'-121"
9"
9"
25 27
9"
C1 9"
d
26
C2
10'-121"
10'-121"
9"
C1
1'
2'-6"
9"
11'-9"
2'-6"
3'-9"
f
1'
10'-121"
9"
SECOND FLOOR
GROUND FLOOR
DRAWING TITLE:
REVISIONS
SLAB STRUCTURE
SR. NO. DATE
NORTH
PROJECT TITLE: REVISIONS
DRAWING NO : SHEET NO : DATE : SCALE :
2'-6" 4'-721" 9"
9"
1" 28'-72 10'-1021"
9"
c b 3'-421" a9"
7'-721"
f
CB1
CB2
1CB2 28'-72 "
10'-121"
e
9"
5'-6"
d
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
b
c
16'-3"
10'-1021"
f
CB1 9"
4'-721"
CB2
e
a
9"
9"
a
FIRST FLOOR
DEALT BY: AR. GARGI KOUL
DESIGN ANTHEM FORUM
C1
9"
2'-6"
2'-6"
CB2 C1
C1
CB2
9"
C2
9"
10'-121"
9"
Z
9"
9"
10'-1021"
1'
C1 2'-6"
2'-6"
2'-6"
Z
e
CB2
C1 9"
9"
C1
CB2
9"
9"
2
18 17 16 15 14 13 12
c
5'-721"
11
d
2'-6"
b
10
10'-121"
24' 1'
11'-9"
CB3
5'-721"
a
c
09
b
2'-6"
9"
07
CB2
2'-6"
4'-721"
9" 01 02 03 04 05 06 08
a
11'-9"
d
3'-9"
f
10'-1021"
e
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
CB2
C1
CB3
9"
CB2
9"
C1 9"
C2
9"
d
a
b
c
9"
c
9"
9"
4'-721" 9"
CB1 9"
9"
C1
2'-6"
4'-721"
CB2 C1
C1
9"
2'-6"
2'-6"
Z
f
10'-121"
1" 28'-72 CB2 41' 10'-101"
a
C1
b
e
4'-721"
CB2
CB2
CB2
10'-121"
24' 1'
11'-9"
9"
9"
4'-721"
5' 2'-6" 9"
9" 4'-721" 9" 5'-6"
d
1'
C1
U
C1
2'-6"
1" 7'-42
T
c
11'-9"
4'-721"
9"
9"
5'-721"
C
b
a
3'-9"
U
CB2 C1
C1
9"
2'-6"
2'-6"
Z
T R
10'-121"
1'
10'-121"
S
11'-9"
9"
B
9"
10'-1021"
A
24'
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
# 257, CRC
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2
9"
9" 5 6
3
5"
9"
2
1 2
DETAIL OF CB1 Bars - 1TO6-20 mm Ø ('Thr' out)
DETAIL OF CB2 Bars - 1TO4-12 mm Ø ('Thr' out)
DETAIL OF CB3 Bars - 1TO6-16 mm Ø ('Thr' out)
STRPS. - 8mmØ @5"c/c
STRPS. - 8mmØ @5"c/c
STRPS. - 8mmØ @5"c/c
A B
5"
9"
L
4
3
4"
1
4
1
5"
12" 5 6
9"
4
CB3
4"
S
CB2
4"
CB1
3
S T L (c/c)
R
L/3
L (c/c)
Ld
L/3
L/3
L/3
EOS
U C
EAMS
L/7
T U R E
STRIPS
Ld
L/5
L/7
L/5
STRIPS
LEGEND
STEEL IN SLAB(512"thk. EXCEPT WRITTEN) a,b,c -10mmØ@14"c/c d,e,f -10mmØ@14" c/c Z -10mmØ@8" c/c p -10mmØ@6" c/c
L (c/c)
USE CONC. GRADE M25,STEEL FE-500 D TOP BARS ( ) BOTTOM & CRANK BARS ( ) DRAWING TITLE:
REVISIONS
SLAB STRUCTURE
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
L/4
L/4
L/5
L/5
TYPICAL L - SEC. THRU SLAB NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
# 257, CRC
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
10'
7"
28'-7
X'
41'
28'-7
3'
X'
10" 10" 10"
10"
10"
10'-121"
10"
10" 3'
X 1" 7'-42
SECOND FLOOR TO MUMTY FLOOR
5'
24'
4"Ø RWP
4"Ø VS 3"Ø WS
C1
7"
C1
C1
C2
C1
41'
C1
3'
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
4"Ø RWP 4"Ø VS 3"Ø WS
47
1" 28'-72
10" 10" 10"
46
01 02 03 04 05 06 07 08
7'-121"
09
10"
10"
10"
10"
10"
3'
10 11 18 17 16 15 14 13 12
C1
C1
C1
C1
1" 7'-42
X
3'-7"
1'-6" WIDE PROJECTION ABOVE
KEY PLAN
MUMTY FLOOR
DRAWING TITLE: STAIRCASE DETAILS DEALT BY: AR. GARGI KOUL
CHECKED BY: AR. ARUN YADAV DRAWING NO : E-mail: designanthemforum @gmail.com Website: www.designanthenforum.in
10"
C1
+1
SECTION AT - X-X'
ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS | BUILDERS CPM-55, SEC-105, EMAAR, MOHALI PH. 8568999998,8556899998
45
DN
C1
GROUND LEVEL
DESIGN ANTHEM FORUM
10"
7" 7" 7"
02 01
44
54 53 52 51 50 49 48
7"
06 05 04 03
43
STAIRCASE 10'- 1 21" X 10'- 1 21"
7"
7'-3" 1'
+2
7"
7"
08
7"
10'
09
3'-8"
7"
10
7'-121"
10"
STAIRCASE NOTE: GFL to FFL 1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
7"
11
PLINTH LEVEL
10"
10"
C1
C1
10"
10"
07
10"
3'
10"
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
1'-6" WIDE PROJECTION ABOVE
3'-7" 3'-6"
7" 7"
10"
29
7" 7" 7" 7" 7"
7"
7"
7"
FIRST FLOOR
7"
10"
1'-6" WIDE PROJECTION ABOVE
C2
7"
3'-6"
9"
S
3'-8"
7"
19 18
10"
28
7"
24 23 22 21 20
A
DN
28'-7
7" 7" 7"
7'-3"
25
45
7"
10'
26
14 13 12
STAIRCASE NOTE: FFL to SFL 1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
X'
3'-6"
10"
29
3'
44
X
7" 7" 7"
7"
10"
3'
C1
7" 7" 7"
10"
7"
10"
27
2'-6"
3'
GROUND FLOOR TO FIRST FLOOR
SECOND FLOOR
7"
9" 3'-6"
10"
28
17 16 15
10"
3'-7"
7"
39
32 31 30
C1
10"
10"
36 35 34 33 32 31 30
LVL +2'-0"
10"
10"
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
7"
42 41 40
36 35 34 33
11
10"
10"
7"
7'-3"
43
10'-121"
10"
10"
STAIRCASE 10'- 1 21" X 10'- 1 21"
3'-0" WIDE PASSAGE 3'
10"
43
18 17 16 15 14 13 12
3'-8"
7" 7"
44
7"
10'
45
10
UP
STAIRCASE NOTE: SFL to MFL 1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
7"
47
09
10"
10"
STAIRCASE 10'- 1 21" X 10'- 1 21"
10"
10"
08
10"
3'-6"
10"
UP
37 38 39 40 41 42
07
7"
48
10"
3'
7"
7"
7"
49
10"
10"
3'
7"
+1
38 37
E
10"
01 02 03 04 05 06
+2
7" 7"
51 50
7"
3'-6"
9"
TERRACE FLOOR
54 53 52
46
I
C
10"
10"
10"
SHEET NO : 01 DATE : 26-08-23 SCALE :
REVISIONS SR. NO. DATE
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
CLIENT:
SITE LOCATION:
Mr.ASHWANI JI & Ms. ANU
# 257, CRC
N
TOE WALL
C1
3'
UP
LVL +3'-0"
A
R
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
TERRACE
C2
3'
MUMTY
C1
3'
TERRACE
C2
E
T
1'-6"
NOTES:
W
S
8'
1'-6"
S
9" 9"
TOE WALL
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#257, CRC
PLUMBING LAYOUT IC 2'X2'
GT
N.T.
F.T. 3'
1' X 1'
3'
RWH
4"Ø RWP
1'-3"
1'-3"
1'-3"
4"Ø RWP
4"Ø VS 3"Ø WS
C1
3'-9"
N.T.
C1
4"Ø VS 3"Ø WS
C1
C1
C1
C1 N.T.
4"Ø RWP
4"Ø VS 3"Ø WS
C1
C1
C1
N.T.
2'-021"
N.T.
F.T.
F.T.
3'
1'-3"
1'-3"
1'-1 21"
F.T.
1'-1 21"
F.T. 3'
2'-021"
1'-3"
1'-3"
1'-3"
1'-3"
N.T.
1'-3"
1'-3"
N.T.
C2
C1
1'-10"
C1
C2
C1
C1
C2
08 09 10
19 20 21 22 23 24
3'
07
25
F.T.
37 38 39 40 41 42 43 44
26
11
27
18 17 16 15 14 13 12
C1
10
GT
RWH
1' X 1'
C1
STAIRCASE :1.FFL to SFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
C1
IC 2'X2'
28 29 36 35 34 33 32 31 30
18 17 16 15 14 13 12
C1
45
STAIRCASE :1.SFL to MFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
11
C1
C1
1'-10"
N.T.
01 02 03 04 05 06
4"Ø RWP 4"Ø VS 3"Ø WS
4"Ø RWP 4"Ø VS 3"Ø WS
STAIRCASE :1.GFL to FFL : 10'-9"(10'-0"+0'-9") 2.STAIR WIDTH :3'-0" 3.TREAD: 10.0" 4. RISER: 7.16" 5. NO. OF STEPS: 18
4"Ø RWP 4"Ø VS 3"Ø WS
C1
C1
C1
C1
C1
SECOND FLOOR PLAN
FIRST FLOOR PLAN
GROUND FLOOR PLAN
RESIDENTIAL
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
# 257,CRC
N
DEALT BY: AR. GARGI KOUL
NORTH
PROJECT TITLE: REVISIONS
NOTES:
W
SR. NO. DATE
E
REVISIONS
S
DRAWING TITLE: PLUMBING DRAWING
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#257, CRC
ELECTRICAL LAYOUT DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
CLIENT: Mr. ASHWINI JI
2'-10 " 1 2
2'-10 " 1 2
9"
GROUND FLOOR PLAN
EQ
EQ
1'-3" 1'-6"
5'
SCALE :
5'
EQ
1'-721"
2'
EQ
1'-6"
3'-1012" 2'-3"
2'
+ 3'-6"
AC
A/C SWITCH
+ 3'-6"
K
MASTER KEY
+ 3'-6"
TWO WAY SWITCH
+ 3'-6"
C1
9" EQ
37 38 39 40 41 42
7'-112"
+ 3'-3"
5/15 AMP. POINT(K)
+2'-0"&+7'-6" +2'-9"&+0'-6"
5 AMP. POINT 5/15 AMP. POINT F
C1 M.B.
+ 7'-6"
15 AMP. POINT(K)
TUBE LIGHT
29
5'-1 12"
CEILING BOTTOM
5/15 AMP. POINT(T.V.)
36 35 34 33 32 31 30
SECOND FLOOR PLAN
CEILING BOTTOM
CEILING LIGHT GEYSER
45
5'
CEILING FAN
WINDOW UNIT SWB
44
C1
SPEAKER PT.
9"above lintel +2'-0" + 4'-6"
SPLIT UNIT
43
2'
HT. OF FIXTURES FROM F.F.L
SWITCH BOARD
1'-6"
1'-6"
3'-1012"
5'-712"
9"
2'-6" 4'-4 12"
7'-121" 4'-712"
5'
1'-6"
SYMBOL DESCRIPTION
2'
1'-6"
C1
1'-6"
4'-9"
NORTH
28
1'-6"
C1
6'-3"
3'-9"
K
9"
EQ
18 17 16 15 14 13 12
7'-112" 3'-712" 1'-9"
1'-3"
11
5'-1 12"
10
3'-10 21"
EQ
27
1'-3" 7'-112"
26
1'-6"
25
1'-6"
1'-6"
1'-3"
EQ
19 20 21 22 23 24
2'-6" C2
1'-6"
2' 3'-1012"
1'-6"
7'-412"
6'-9"
DRAWING NO : SHEET NO :
5'-112"
2'
2'
C1
C1
4'-3" 7'-3"
2'-9" 4'-412"
4'-712"
3'-9" 1'-1012"
3'
K
CHECKED BY: AR. ARUN YADAV
DATE :
9" 1'-9"
2'
4'-9"
2'
1'-6" EQ
2'-6"
4'-1012"
4'-9" 9"
DRAWING TITLE: ELECTRICAL LAYOUT
DEALT BY:AR. GARGI KOUL
1'
2'-6"
F
6'-412"
6'-9"
6'-421"
1'-3"
FIRST FLOOR PLAN
2' C1
5'
1'-3"1'-3"
1'-3"
EQ EQ
2'-3"
1'
1'-9" 5'-7 21"
C1 EQ
2'-712"
1'-6" 9"
7'-112" 1'-6"
2'
EQ
C1
7'-112"
1'-3"1'-3"
4'
2'
1'-1012"
7'-1121"
EQ
1'-6"
3'
9" 3'-9" 1'-1012"
1'-6"
3'-6" 2'-10 21"
6'-012"
1'-6"
1'-6"
EQ
9"
EQ
2'
4'-6"
1'-6"
1'-3"
2'-121"
EQ 4'-9"
3'-9"
7'-421" 3'
K
2'-6"
K
1'-6"
3'-0 " 3'-0 " 4'-7 21" 1 2
C1
2'-712" 1'-6"
9"
1'-6" EQ EQ 5'-321"
3'-6"
2'
C1
2'-3"
9"
5'-9"
C2
3'-6"
K
1'-3"
EQ
2'-3"
EQ
EQ
2'-6"
1'-6"
2'-3"
C1
2'-6"
10 1 2" 2'-1012"
1'-6"
1'-6"
2' 1'-3"1'-3"
2'-3" 0" 2'-1
2'-
10
18 17 16 15 14 13 12
1'-6"
4'-3"
2'-712"
3'-3"
2'
6'-112"
EQ
09 11
7'-9"
EQ
7'-121"
2' 7'-112"
5'-1"
5'-3" C1
08
1'-3"
1'-421" 9"
6'-121"
2' EQ
K
AC
EQ
07
K
M.B.
1'-3"
5'-1021"
2' 9"
1'-3"
01 02 03 04 05 06
3'-712"
EQ EQ 2'
7'-3"
6'-4 12" C1
7'-6"
K
1 2
1'-6"
C1
1'-6"
5'-10 "
1'-6"
1'- 7 12"
C1
EQ
9"
2'
3'-1"
9"
EQ
1'-3"
2'
CA
C2
1 2
4'
4'-9"
3'-9"
5'-11" 9"
2'-6" 1'-6"
2'-6"
1'-6" 6'-121"
7'-9"
2'
2'-712"
K K
9" 4'-1112"
7'-112"
3'-9"
1'-0 " 1'-6" 1 2
1'-6"
4'-1121"
3'
9"
K
EQ
C1
2'-6"
5'-712"
EQ 6'-3" 6'-121"
3'- 1 21" 9"
7'-112"
6'-721" 2'-6"
3'-3" 2'
EQ
C1
4'
2'
3'-3" 2'
2'-6"
EQ
7'-3"
3'
6'-6"
EQ
2'
1'-3"
1'-3"1'-3"
2'-6"
2'
EQ
CA
4'-1012"
1'-712"
9'
F
3'-6" 9" 1 2'-1012" 1'-72"
AC
2'
3'-6"
2'
C1
C1
EQ 1' C1
#257, CRC
K
2'-6" 1'-6"
2'-9"
1'-3"
1'-3"
6'-6"
9"
AC
9"
5'
SITE LOCATION:
EQ
C1
2'-6"
2'-6"
3'-112"
1'-3"
3'-112"
1'
1'-6"
2'
K
C1
EQ
2'-6"
EQ
1'-3" 1'-6"
6"
1'-3"
EQ
EQ
N
EQ
E
EQ
1'-3"
EQ
W
EQ
2'-1012"
S
2'-9"
9"above lintel + 3'-6" +3'-6"
5/15 AMP. POINT(K)
+1'-0"
BELL PUSH
+ 3'-6"
BELL BUZZER
+ 7'-0" + 3'-6" + 1'-0"
METER BOX
FOOT LIGHT EXHAUST FAN
as/ventilator
LIGHT/MIRROR PT.
9"above lintel
6AMP S.W.B.LAMP SW FOR FAN TUBLIGHT PHONE PT. HT.2'-0"
+ 2'-0"
NOTE: 1. ALL HEIGHTS MENTIONED ARE FROM F.F.L UP TO BOTTOM OF FIXTURE. 2. POWER POINT WITH GEYSER BUT SWITCH WITH MAIN S.B.
REVISIONS SR. NO. DATE
REVISIONS
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#230,WHITE CITY
22'-6"
22'-6"
7'-6"
P
TOILET 6'-421"X7'-121" 4"Ø RWP 4"Ø VS 3"Ø WS
C1
L
2'-6'' WIDE PROJECTION ABOVE
C1
C1
C1
4"Ø RWP 4"Ø VS 3"Ø WS
C1
S
L
2'-6'' WIDE BALCONY I
D
E
C1
R
S
L
I
D
E
C1
R
C1
TOILET 6'-421"X12'
DRESS 6'-421"X6'-7 21"
A
BEDROOM 10'-7 21"X12'-0"
BEDROOM 15'-0"X12'-0"
BEDROOM 10'-9"X12'-0"
BEDROOM 15'-0"X12'-0" P. R 6'-421"X5'-0"
N
C1
C1
C.B
C1
C.B
C1
C1
C.B
C1
C.B
C1
C1
C1
TOILET 5'-0"X5'-0"
KITCHEN 8'-3"X10'-121"
C1
N
01
04
UP
4"Ø RWP 3"Ø WS
19
DRAWING ROOM 11'-0"X11'-721"
22
19
VERANDAH 11'-0"X11'-721"
22
STAIRS 9'-421"X11'-0"
C1
2'-6'' WIDE BALCONY
36
33
7'-6"
2'-6'' WIDE BALCONY
FIRST FLOOR
SECOND FLOOR
MAIN ENTRY GATE
DRAWING TITLE: CONCEPTUAL PLANNING DEALT BY: AR. GARGI KOUL CHECKED BY: AR. ARUN YADAV DRAWING NO : DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS | BUILDERS CPM-55, SEC-105, EMAAR, MOHALI PH. 8568999998,8556899998 E-mail: designanthemforum @gmail.com Website: www.designanthenforum.in
SHEET NO : DATE : SCALE :
REVISIONS SR. NO. DATE
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CLIENT:
SITE LOCATION:
Mrs. BIMLA DEVI
# 230, WHITE CITY
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
C1
GROUND FLOOR
4"Ø RWP 3"Ø WS
30
33
C1
4"Ø RWP
2'-6'' WIDE PROJECTION ABOVE
36
C1
C1
C1
4"Ø RWP
4"Ø RWP 3"Ø WS
30
C1
C1
C1
15
C1
STAIRS 9'-421"X11'-0" 12
18
TOILET 5'-0"X5'-1 21"
C1
STAIRS 9'-421"X11'-0"
G
KITCHEN 7'-0"X10'-121"
C1
C1
DRAWING ROOM 11'-0"X11'-721"
C1
C1
C1
UP
LOBBY 9'-0"X10'-121"
KITCHEN 8'-3"X10'-121" 35'
35'
50'
DINING 10'-0"X10'-121"
DINING 10'-0"X10'-121" 35'
N I
2'-6'' WIDE BALCONY
4"Ø RWP 4"Ø VS 3"Ø WS
C1
22'-6"
#1194, SUNNY ENCLAVE
27'
27'
27'
BEDROOM 12'-1021"X13'-9"
POOJA
BEDROOM 13'-0"X13'-9"
C1
C1 PANTRY 9'-3"X6'-0"
N
06
01
UP
LIVING AREA 17'-0"X11'-10 21"
4"Ø RWP
LIVING ROOM 14'-10 21"X12'-1 21"
TOILET 6'-1 21"X6'-0"
BEDROOM 8'-10 21"X11'-10 21"
3"Ø WS 4"Ø VS 4"Ø RWP
CHANGING ROOM 4'-6"X6'-0"
C1
BEDROOM 11'-0" X 11'-10 21"
C1
C2
C1
UP
09
G
BAR 8'-0" X 11'-7 21"
C1
C2
C1
SWIMMING POOL
C2
58'
BREAKFAST COUNTER
COOKING COUNTER
I
LVL + 2'-6''
BEDROOM 11'-0"X13'-9"
C2
DINING 14'-10 21"X18'-3"
KITCHEN 13'-4 21"X11'-421''
C2
STORE 8'-0"X6'-0"
UP
TOILET 8'-0"X6'-0"
N
3"Ø WS 4"Ø VS
C1
BEDROOM 12'-1021"X13'-9"
C2
TOILET 8'-0"X6'-0"
CUT OUT 10'-9"X5'-7 21"
TOILET 6'-0"X6'-0"
52'
C2
AT. TOILET 8'-0"X6'-0"
4"Ø RWP 4"Ø VS 3"Ø WS
C2
N
C2
C1
4"Ø RWP 4"Ø VS 3"Ø WS
S
4"Ø RWP
L
I
D
E
C1
C2
C1
R 4"Ø RWP
UP
LOUNGE AREA
4"Ø RWP
4"Ø RWP
UP 18 3'-6" WIDE
VERANDAH 18'-9 21"X12'-0"
PASSAGE
C1
C1 4"Ø RWP
2'-6" WIDE PROJ. F R O N T
M A I N
DN
C1
C1
Y A R D
2'-6" WIDE BALCONY
E N T R Y
FIRST FLOOR
GROUND FLOOR DRAWING TITLE: PLANNING DEALT BY: AR. GARGI KOUL
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS | BUILDERS CPM-55, SEC-105, EMAAR, MOHALI PH. 8568999998,8556899998 E-mail: designanthemforum @gmail.com Website: www.designanthenforum.in
DN
CHECKED BY: AR. ARUN YADAV DRAWING NO : SHEET NO : DATE : SCALE :
REVISIONS SR. NO. DATE
C1
C1
2'-6"
13
4"Ø RWP
2'-6"
A
BEDROOM 13'-0"X13'-9"
CUT OUT 10'-9"X5'-7 21"
4"Ø RWP 4"Ø VS 3"Ø WS
L
C2
3"Ø WS 4"Ø VS
52'
3"Ø WS 4"Ø VS
C1
STORE 6'-0"X6'-0"
3"Ø WS 4"Ø VS 4"Ø RWP
P
AT. TOILET 8'-0"X6'-0"
CUT OUT 10'-9"X5'-7 21"
3"Ø WS 4"Ø VS 4"Ø RWP
STORE 6'-0"X6'-0"
SECOND FLOOR NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CLIENT:
SITE LOCATION:
Mr. MOHAN SANDHU
# 1194, SECTOR - 125, SUNNY ENCLAVE, KHARAR
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#163, SECTOR - 89 A
36'
11'-6"
TOILET 8'-0"X6'-0" 6'-0" WIDE PROJECTION AT ROOF LVL
P
36'
36'
6'-0" WIDE BALCONY
C3
4"Ø RWP 3"Ø WS 4"Ø VS
C3
C3
4"Ø RWP 3"Ø WS 4"Ø VS
C3
C3
C3
C3
6'
DRESS C3 6'-0"X5'-6"
6'
4"Ø RWP 3"Ø WS 4"Ø VS
6'
C3
6'
6'-0" WIDE BALCONY
L
TOILET 7'-0"X8'-721" BEDROOM 14'-0"X16'-0"
A
TOILET 7'-0"X8'-721"
TOILET 7'-0"X8'-721"
DRESS 7'-0"X7'-0"
BEDROOM 13'-1 21"X16'-0"
DRESS 7'-0"X7'-0"
DRESS 7'-0"X7'-0"
E
E L
E L
O
O
KITCHEN 12'-6"X10'-10 21"
DRESS 8'-0"X6'-0"
S N O
C3
52'
C2
4"Ø RWP
UP
DRAWING 10'-421"X14'-421"
UP 4"Ø RWP
3'-6'' WIDE PASSAGE
STAIRS 11'-9"X11'-421"
BEDROOM 12'-0"X14'-0"
DRAWING 10'-421"X14'-421"
UP 4"Ø RWP
3'-6'' WIDE PASSAGE
BEDROOM 12'-0"X14'-0"
C2
3'-10" WIDE PROJECTION
C2
3'-10"
C2
3'-10"
C2
C2
C2
3'-6'' WIDE PASSAGE
STAIRS 11'-9"X11'-421"
BEDROOM 12'-0"X14'-0"
C3
3"Ø WS
UP
DRAWING 10'-421"X14'-421"
DRESS 8'-0"X6'-0" C3
3"Ø WS
UP
LIVING AREA 14'-6"X19'-9"
KITCHEN 12'-6"X10'-10 21"
C2
STAIRS 11'-9"X11'-421"
TOILET 8'-0"X7'-0"
LINTEL BEAM
LIVING AREA 14'-6"X19'-9"
C3
UP
4"Ø VS 3"Ø WS
TOILET 8'-0"X7'-0"
DRESS 8'-0"X6'-0"
C3
3"Ø WS 4"Ø RWP
DINING 12'-6"X9'-9"
C
52'
48'-1 21"
S N O
LIVING AREA 14'-6"X19'-9"
C2 3"Ø WS
N
4"Ø VS 3"Ø WS
LINTEL BEAM
C3
TOILET 8'-0"X6'-4"
C2
KITCHEN 12'-6"X10'-10 21"
3"Ø WS 4"Ø RWP
DINING 12'-6"X9'-9" C2
TOILET 8'-0"X7'-0"
48'-1 21"
1" 52'-02
4"Ø VS 3"Ø WS
LINTEL BEAM
TOILET 8'-0"X6'-4"
C
L O N O C
48'-1 21"
75'
S
3"Ø WS 4"Ø RWP
DINING 12'-6"X9'-9"
I
G
C3
C3
STORE 8'-0"X6'-4"
C2
N
C3
C3
C3
C3
N
BEDROOM 13'-1 21"X16'-0"
C3
C3
C3
BEDROOM 14'-0"X16'-0"
BEDROOM 14'-0"X16'-0"
BEDROOM 13'-1 21"X16'-0"
C2
3'-10" WIDE PROJECTION
C2
C2
4"Ø RWP
4"Ø RWP
6'
6'
4"Ø RWP
11'-6"
6'-0" WIDE BALCONY
6'-0" WIDE PROJECTION AT ROOF LVL
6'-0" WIDE BALCONY SECOND FLOOR
GROUND FLOOR
FIRST FLOOR
DRAWING TITLE:
REVISIONS
CONCEPTUAL PLANNING
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
SECOND FLOOR NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr.SOHAN SINGH
# 163, SECTOR - 89 A
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
#1736, SECTOR - 74A
27'-4"
A
T
H
T
U
B
L
BACKYARD 20'-221"X9'
N A
01 DN
R
D
02
27'-4"
3'-0" WIDE BALCONY
U
TOILET 9'-0''X9'-0"
9'
A
P
27'-4"
3'-0" WIDE BALCONY
3'-0" WIDE PROJECTION S
L
I
D
E
R
S
L
I
D
E
TOILET 4'-6"X4'-6"
R
Y
L
S
T
O
R
A
G
R D W
A
R
BEDROOM 10'-0"X13'-721"
C
LIFT 4'-10 21"X4'-10 21"
STAIRCASE TO BASEMENT 17
35'-6"
05
08
11
UP 25
47
FOYER
14
DN
BREAKFAST COUNTER
KITCHEN 9'-6 ''X11'-6"
W A S H I N G
45
LIFT 4'-10 21"X4'-10 21"
DINING 8'-7 21"X8'-7 21"
R
D
R
BEDROOM 10'-10 21"X13'-3"
R
O
B
E
A
R
D
R
O
B
E
TOILET 5'-0"X6'-4 21"
LOBBY 15'-9" X11'-121"
BEDROOM 10'-6"X11'-4 21"
35
DN
UP 49
71 69
29
KITCHEN 5'-9"X8'-7 21"
41
C O U N T E R
38
G
E
TOILET 5'-4 21"X6'-0"
UP 01
CLOSET 5'-4 21"X5'-1 21"
DOUBLE HT. CUTOUT 6'-7 21" X 8'-0"
COOOKING COUNTER
21
LOBBY 14'-1 21" X10'-1121"
DINING 11'-4 21" X8'-6"
LIVING AREA 10'-9" X8'-1 21"
D
H
LVL -0'-6"
DOUBLE HT. CUT OUT
I
W
32
LIFT 4'-10 21"X4'-10 21"
DINING 8'-7 21"X8'-7 21"
53
KITCHEN 5'-9"X8'-7 21"
65 56
59
62
02 01
3'-0" WIDE PROJECTION
UP
3'-0" WIDE BALCONY FRONTYARD 26'-7"X9'-0"
3'-0" WIDE BALCONY
9'
53'-6"
R
A
35'-6"
S A
DN
W
I D O L
S
23
N
BEDROOM 9'-0"X13'-721"
CLOSET 5'-0"X5'-3"
F O R
I
E
WOODEN PARTITION
N
R
S P A C E
N
D
POOJA ROOM 6'-0" X8'-7 21"
L
TOILET 5'-0"X6'-6"
BEDROOM 11'-10 21"X13'-721"
O
B
E
STORE 6'-0" X5'-0"
BEDROOM 13'-1021"X13'-3"
S
TOILET 5'-0"X8'-0"
E
WALK-IN CLOSET 13'-7 21" X6'-0"
A
S L I D E R
35'-6"
B
FIRST FLOOR
SECOND FLOOR
MAIN ENTRY
GROUND FLOOR
DRAWING TITLE:
REVISIONS
CONCEPTUAL PLANNING
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr.PRADEEP DHURIA
# 1736, SECTOR - 74 A
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
9"
3'
5'-6"
1'-121"
4'
1'-6"
1 1'-6" 2'-4 2 "
DRAWING NO : SHEET NO : DATE : SCALE :
NORTH N
OFF - WHITE PAINT AS PER SELECTION
SLAB
E
W
S
LVL +3'-0"
LVL + 11'-3"
2'-6" 3'-6"
4'-11"
LVL ± 0"
6'-221"
2'-421"
FRONT ELEVATION
REVISIONS SR. NO. DATE
REVISIONS
5'-6"
WHITE PAINT AS PER SELECTION 5'-6"
6'-6"
WHITE PAINT AS PER SELECTION
DEALT BY: AR. GARGI KOUL
1" THK. MS BARS @ 0'-3" C/C
9" 1'-6"
1'-6"
N
4'-6"
12'
T
O
9"
9" 2'-6" 1'-6" 2'-6"
LVL -11'-0"
4'
3'
1'-121"
1'-121"
3'
3'
A
LVL +3'-0"
LVL +3'-0"
2'-6"
V
I
2'-021" 9"
4'
1'-421"
LVL +3'-0"
1'-6"
SLAB
2'-6"
H.P.L SHEETS AS PER SELECTION
1'-6"
E
GLASS RAILING
1'-421" 9"
E L
2'-221"
4'
2'-9"
WHITE PAINT AS PER SELECTION
10'-6"
3'-5"
SLAB
LVL + 22'-6"
9"
4'-4"
3'
LVL ± 0"
DRAWING TITLE: 2D ELEVATION
10'-6"
9"
# 537, CRC
CHECKED BY: AR. ARUN YADAV
6'-7 21"
WHITE PAINT AS PER SELECTION
3'-3"
17'-421"
LVL +3'-0"
SITE LOCATION:
STONE TILE AS PER SELECTION
4'
C
1'-6"
LVL +3'-0"
LVL +3'-0"
LVL -11'-0"
6'
Mr.Himanshu Dhiman
10'-6"
GLASS RAILING
14'-421"
SLAB
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
CLIENT:
LVL +3'-0"
R
9" THK. (I) SECTION
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
Residential
2" THK. MS BARS @ 0'-6" C/C
DETAIL AS PER ELEVATION
18'-6"
C
9"
9"
7'-9"
LVL ± 0"
3'
SLAB
LVL + 33'-9"
PROJECT TITLE:
LVL +3'-0"
9"
3 7
9" 1 1'-12"
9"
5
SLAB
LVL +3'-0"
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
1" 1"
C
LVL - 14'-0"
7'-021"
9" 1'-3"
COLUMN AS PER DETAIL DWG
1'-3"
3'-6"
1021"
12"
9"
2' 6" 10'-6"
1'-9"
3'
1'-9"
9" 9"
3'-6"
DATE :
10'-6"
COLUMN
SCALE :
AS PER DETAIL DWG
NORTH
LVL + 11'-3"
GROUND LEVEL
SECTION - BB'
PLINTH LEVEL
10" 6"
1'-6"
27'-6"
2'-6"
3'-6"
3'-6" 9"
6" 8' 9"
9"
2' 12'
8'
MOULDING AS PER DETAIL DWG
1'-6"
10'-6"
9"
DRAWING NO : SHEET NO :
GROUND LEVEL
SECTION - AA'
OUTDOOR LAMP 1'
F 3"
1'
2"
421"
2"
2"
421"
3"
1'-6"
421"
B'
1021"
421"
FRONT ELEVATION 3" 11" 2
3'
2'-5"
DETAIL AT - 'F'
REVISIONS
G
REVISIONS
4 21" 3''
121" 3" 3''
4 12"
1'
1'
9"
1"
DETAIL AT - 'E'
3"
1" 2"
DETAIL AT - 'D'
SR. NO. DATE
121" 3"
3" 1'-9"
321" 1"1" 2" 121" 221"
721"
1" 3" 1"1" 21" 1"11" 2" 11" 2 2 2
6'-3"
1'-3"
1" 1"
DETAIL AT - C
2"
3"
421"
MOULDING AS PER DETAIL DWG
O N
MOULDING AS PER DETAIL DWG
3'-3"
A'
5"
I
DEALT BY: AR. GARGI KOUL
2'-9"
GROUND LEVEL
T
3'-10 21"
3"
1'-6"
3'-3"
A
PLINTH LEVEL
A
DRAWING TITLE: 2D ELEVATION
CHECKED BY: AR. ARUN YADAV
6"
3'-6" 9"
2'-1 21" 9" 9"
G
V
1'-6" 9"
# 646, SEC - 114
PLINTH LEVEL
PAINT AS PER SELECTION 5'
6'-6" 1'-3"
12'
L
1'-3"
4'-121"
SLAB
SITE LOCATION:
IRON RAILING MOULDING AS PER DETAIL DWG
2'-6"
OUTDOOR LAMP
MOULDING AS PER DETAIL DWG SLAB
Mr. DEEPAK JI 1'-6"
3'-1 21"
6"
PAINT AS PER SELECTION
LVL ± 0"
1'-6"
CLIENT:
OUTDOOR LAMP
2"
MOULDING AS PER DETAIL DWG
MOULDING AS PER DETAIL DWG
1" THK. GROOVE IN PLASTER
1'-6"
E
E
9" 2'
LVL ± 0"
D
1'-6" 9"
10'-6"
B
F
5'-10 21"
5'-9"
LVL + 3'-1 1/2" LVL + 3'-10 1/2"
1'-3"
1'-3"
5'-3"
8'-9"
LVL + 2'-3"
2'-6"
SLAB
4'
LVL + 2'-9"
OUTDOOR LAMP
1021"
Residential
DESIGN AS PER ELEVATION
E
1'-3"
MOULDING AS PER DETAIL DWG
9"
PROJECT TITLE:
N
1'-3" 1'-9"
LVL + 22'-6"
SLAB
MOULDING AS PER DETAIL DWG
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
S
6'
PAINT AS PER SELECTION
MOULDING AS PER DETAIL DWG
ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
W
4
9" 1'-3"
IRON RAILING
4'-10 21"
2'-3" 6"
MOULDING AS PER DETAIL DWG
6'-10 21"
LVL ± 0"
LVL - 14'-0"
1
9"
3'-6" LVL ± 0"
DESIGN AS PER ELEVATION
LVL ± 0"
721"1'-1021" 1'-9" 1'-10" 9"
1
1'-721" 9"
LVL ± 0"
LVL +0'-4 1/2"
3'-6"
SLAB
LVL + 4'-10 1/2"
A
MOULDING AS PER DETAIL DWG
DESIGN ANTHEM FORUM
OUTDOOR LAMP
27'-6"
B
3'-421" 1021"
LVL + 1'-6"
1" 1"
DETAIL AT - B
E
MOULDING AS PER DETAIL DWG
3"
10'-6"
2" 2" 1"
3'-9"
A
E
SLAB
1021"
DESIGN AS PER ELEVATION
DETAIL AT - A S SLAB
4'-1021"
412" 6"
4"
6
C
1021"
9"
2'-6"
SLAB
1" 2"
4
9"
4"
1" 21" 2
421"
1"1"
6
MOULDING AS PER DETAIL DWG
MOULDING AS PER DETAIL DWG
1'-6"
DETAIL AT - 'G'
COLUMN DETAIL
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
9" 9"
1'-6"
SLAB
LVL-18'-0"
SLAB
LVL + 42'-6"
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
LVL-19'-6"
1'-6" 4'-6"
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
PROJECT TITLE:
30'-9"
2'-6"
3'-6"
V2
9"
1'-6" 2'-6"
SD1
LVL ± 0"
LVL + 33'-9"
PAINT AS PER SELECTION
421"1'-6"
7'-9"
SLAB
# 1191, SECTOR - 79 DRAWING TITLE: 2D ELEVATION
DEALT BY: AR. GARGI KOUL CHECKED BY: AR. ARUN YADAV DRAWING NO : SHEET NO : DATE :
10'-6"
6' 4'
3'-6" 9"
2'-3"
1 9"1'-12"
4'-9"
W1
3'
8'-421" 4'
10'-3"
SCALE :
NORTH
2'-6" 2'-6" 421" 1'-6"
LVL ± 0"
GLASS RAILING
LVL-8'-0"
9"
LVL-2'-0"
2'-6"
LVL+10'-0"
PAINT AS PER SELECTION
1'-1021"
10'-3"
2'-9"
1'-121"
7'-921"
REVISIONS
10'-6"
DW1
1'-1" 9"
PAINT AS PER SELECTION 1'-6"
3'
8'
W1
7'
7'
W1
10'-3"
1'-6"
GROUND LEVEL
LVL + 11'-3"
REVISIONS
2'-6"
PLINTH LEVEL
SLAB
SR. NO. DATE
2'-6"
12'
PAINT AS PER SELECTION
9" 1'-101" 2
S
LVL + 22'-6"
PAINT AS PER SELECTION
1'-6"
1'-6"
LVL+10'-0"
E
W
10'-6"
7'-9"
9"
1'-6"
LVL+10'-0"
1'-6" 9"1'-11" 2
2'-6"
3'-6"
4'-9"
3'-421"
SD1
SLAB
2'-6"
3'-6"
LVL-8'-0"
2'-6"
4'
2'-3"
9"
3'
V2
GLASS RAILING
LVL+10'-0"
STONE TILE AS PER SELECTION
1'-6"
2'-6" 2'-6" 1'-6"
LVL+4'-0"
LVL-2'-0"
LVL ± 0"
2'-6"
I
7'-3"
4'
W1
2'-6"
SLAB
9" 1'-101" 2
10'-3"
1'-6"
T
LVL+10'-0"
4'-9"
STONE TILE AS PER SELECTION
LVL+4'-0"
4'-9"
2'-6"
4'
LVL+10'-0"
1'-6" 44'
SLAB
GLASS RAILING
N
2'-6"
2'-6"
LVL+10'-0"
9" 1'-101" 2
LVL-8'-0"
Mr.GURVINDER JI
N
A
O
3'-6" 9"
9"
LVL+4'-0"
CLIENT:
SITE LOCATION:
LVL+10'-0"
E GLASS RAILING
V
LVL+4'-0"
LVL-2'-0"
2'-6" 4'-9"
1
LVL+8'-3"
4'-9"
9
PAINT AS PER SELECTION
SLAB
2'-10"
3'-6"
PERGOLA
E
3" THK. MS BARS @ 0'-6" C/C
LVL+10'-0"
1
L
8'
9" THK M.S GIRDER
2'-6"
1
2'
9"
Residential
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
CLIENT:
I
Mr. APOORAV MANOCHA
SITE LOCATION:
N
#581, SECTOR - 64 DRAWING TITLE: INTERIOR WORK
T
DEALT BY: AR. GARGI KOUL CHECKED BY: AR. ARUN YADAV DRAWING NO : SHEET NO :
E R
DATE :
CHILDREN'S BEDROOM
TV UNIT DESIGN
OWNER'S BEDROOM
SCALE :
NORTH N E
W
I
S
O R
W O R
REVISIONS SR. NO. DATE
REVISIONS
K NOTES:
POOJA SPACE
KITCHEN DESIGN
POOJA SPACE
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2 D I N T E R I O R
R E N D E R
I N T E R I O R W FIRST FLOOR
O
SECOND FLOOR
R K
GROUND FLOOR DRAWING TITLE:
REVISIONS
2D INTERIOR RENDER
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. DIVYA RATHI
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
Mr. ASHWINI JI
#257 ,CRC
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
3
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMATORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
D
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
PROJECT TITLE: Residential
E X
CLIENT: __________________
SITE LOCATION: ___________________ DRAWING TITLE:
T
3D EXTERIOR RENDER
DEALT BY: AR. GARGI KOUL CHECKED BY: AR. ARUN YADAV DRAWING NO :
E R
SHEET NO : DATE : SCALE :
NORTH N E
W
I
S
O R
R E N
REVISIONS SR. NO. DATE
REVISIONS
D E R
NOTES: DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
9"
9"
4"Ø RWP
3'-0" WIDE BALCONY
P.V& WM
W2
421" 6"
59
6'-7 12"
9"
56
7'
KITCHEN 7'-0"X8'-7 21"
W2
FIRST FLOOR PLAN
52
62
3'
59
11'-1021"
8'-0"
5
DW2 3'-3"X8'-0"+6'-0"X6'-6" 1'-6"
8'-0"
6
W1
8'-0''X6'-6"
7
W2
8
W3
9
18" X 18" RWP KHURRA 1 2"Ø GIP DN 3 4 "Ø GIP UP
13'
3"Ø WS
1'-6"
8'-0"
5'-0''X4'-0"
4"-0
8'-0"
4'-0"X4'-0"
4'-0''
8'-0"
W4
2'-0''X4'-0"
4"-0
8'-0"
10
SD1
7'-0''X8'-0"
----
8'-0"
11
SD2
6'-0''X8'-0"
----
8'-0"
12
V1
8'-0"X1'-3"
1'-0''
2'-3"
13
V2
5'-0"X1'-3"
1'-0''
2'-3"
14
V3
4'-0"X1'-3"
1'-0''
2'-3"
15
V4
2'-0"X1'-3"
1'-0''
16
V5
6'-7 21"X1'-3"
1'-0''
2'-3"
17
V6
2'-6"X1'-3"
1'-0''
2'-3"
17
V7
2'-6"X4'-0"
4'-0''
8'-0"
PARKING REQUIRED ABOVE 100 SQM TO 250 SQM = 1 CAR,2 SCOOTER PARKING PROVIDED =1 CAR,2 SCOOTER
X'
3'-0" WIDE BALCONY
3'-3'' HIGH RAILING
MUMTY FLOOR PLAN
9" HIGH PARAPET
35'-6" LVL.-12'-1021"
1'-6"
3'-3"
PLOT NO. 1719
9" LVL.+1'-6"
LVL.+1'-6"
V7
W5
W5
42'-6"
9"
LVL.+1'-6"
3"Ø WS 4"Ø VS 4"Ø RWP
D1
SECTION- XX'
FRONT ELEVATION
REAR ELEVATION
V3
V4
2'
V1
RIGHT SIDE ELEVATION
4 0 ' - 0 "
W I D E
+4 +3 +2 +1
1 2"Ø GIP DN 3 4"Ø GIP UP
R=6"
3"Ø WS 4"Ø RWP
P.V& WM
FROM WATER MAIN FROM WATER MAIN
UP
HODI 1'X1'
FRONT LAWN +1'-0" LVL. FROM R.L.
IC 2'X3'
10'
G.L.
GIPDN GIPUP
3" Ø WS 4" Ø WS
5'- 10 12"
5'-10 21"
G.T 1'X1'
TREE
MAIN ENTRY
W I D E
S E R V I C E
R O A D
TO SEWER MAIN
1'
V6
SAY 4055 SQFT
S M AEB C C R "9X"9 EVAH LLAHS SLLW A KCIHT "5 . 4 LLA. 1 OVER THEM. 2. MAIN GATE AND BOUNDARY WALL SHALLDETBE C U RTSN O C .N GISED D RAD NATS EHT REP SA M O RF EN O D TO G EB LLAHS KR W O YRAT INAS LLA . 3 GOVERNMENT APPROVED PLUMBER. HTNI LP EHT NAHT RW E OL EB LLAHS W C / TEL IOT O N .4 LVL OF THE BLG. .N OI TACI LPPA ER OFEB DETSET EB LLAHS SEPIP IG/ IC LLA . 5 NIA M EHT TUBA LLAHS ELO P CIRTCELE / EERT O N .6 ENTRANCE GATE TNE M EC XIM 3 : 2 / 21 : 1 EN O D EB LLAHS KR W OC C R LLA . 7 CONCRETE. 8. WATER METER & P.V. CHAMBER SHALL BE 3" TO 5" ABOVE FINISH LEVEL. 9. MINIMUM SLOPE OF HCIP = 1:40 G.T SIZE = 12"X12" , I.C. SIZE = 36"X24", LAST I.C./I.T. = 36"X36" CAPACITY OF CISTERN = 15LTR./W.C. 10.THE RESPONSIBILITY OF THE STRUCTURE STABILITY OF THE BUILDING SHALL BE ENTIRELY OF THE OWNER. 12. SEWER PIPE SHOW IN FRESH WATER PIPE SHOW IN RAIN WATER PIPE SHOW IN
9" W5
W1
10'-6"
W4
1'-6"1'-6"1'-6"
V2
2'
G.L.
R=6"
1'
1'-6"1'-6"
V2
2'
G.L.
1'
V1
+4 +3 +2 +1
4"Ø RWP 3"Ø WS 4"Ø VS
13' LVL.+1'-6"
LVL.+1'-6"
BASEMENT HALL
+4 R=6" +3 +2 +1
HODI 1'X1'
G.T 1'X1' R=6"
PLOT NO.1736 +3'0" LVL
3'-0" WIDE PROJECTION
01
DN
R O A D
PLOT NO. 1735
53'-6"
3'-3"
LVL.±0"
2'-6" 9"
9" V7
DW1
10'-6"
W1
LVL.±0"
+4 +3 +2 +1
1 2"Ø 3 4"Ø
6'-6"
3'-3" 9" LVL.±0"
LVL.+3'-0"
3'-0" WIDE PROJECTION
1 2"Ø GIP DN 3 4"Ø GIP UP 1 2"Ø GIPDN
3'-3'' HIGH RAILING
LVL.+3'-0"
G.T 1'X1'
IC 2'X3'
REAR LAWN +1'-0" LVL. FROM R.L.
HODI 1'X1'
LVL.±0"
7'-3"
9" 10'-6"
SD1
SD2
V7
42'-6"
2'-6" 9"
LVL.±0"
TOTAL COVERED AREA FOR SCRUTINY FEES = (A+B+C+D+E) =970.22+970.22+970.22+173.88+970.22 =4054.76 SQFT
27'-4"
6' HIGH BOUNDARY WALL
6' HIGH BOUNDARY WALL IC 2'X3'
10'-6"
3'-3'' HIGH RAILING
LVL.±0"
V7
W5
3'-3"
3'-3" D2
LVL.+3'-0"
6' HIGH BOUNDARY WALL
4'-9"
W2
10'-6"
6' HIGH BOUNDARY WALL
42'-6"
9" LVL.±0"
W1
W5
10'-6"
SD2
TOTAL COVERED AREA FOR F.A.R =G.F(970.22)+F.F(970.22)+S.F(970.22) =2910.66 SQ.FT.
LVL.+1'-6"
3'-3'' HIGH RAILING
LVL.+3'-0" LVL.±0"
9"
9"
9"
SD1
10'-6"
3'-3'' HIGH RAILING
4'-9"
W2
D2
W1
3"Ø WS 4"Ø RWP
TERRACE PLAN
LVL.±0"
6' HIGH BOUNDARY WALL
6' HIGH BOUNDARY WALL
PERMISSIBLE GROUND CVRG = 970.22 SQFT
BASEMENT FLOOR AREA =27'-4"X35'-6" =970.22 SQFT....E
18" X 18" RWP KHURRA
LVL.±0"
LVL.+1'-6"
PLOT AREA = 27'-4"X53'-6"= 1462.16 SQFT FAR :- 1:2.1 (3070.536 SQFT)
MUMTY FLOOR AREA =13'-0"X13'-4 21" =173.88 SQFT....D
9" HIGH PARAPET
7'-3"
LVL.±0"
LVL.±0"
LVL.+3'-0"
2'-6" 9"
9"
LVL.+3'-0"
EMP. ARCHITECT
AREA STATEMENT
SECOND FLOOR AREA =27'-4"X35'-6" =970.22 SQFT....C
9" HIGH PARAPET
LVL +42'-6" FROM P.L.
LVL.-14'-412"
3'-3'' HIGH RAILING
CERTIFIED THAT THE ABOVE BUILDING PLAN IS AS PER THE ZONING PLAN DRG.NO.T.D.I/M.P-1/RZ-103 DATED 08-03-2021 AS PER NEW PUDA RULES - 2021 AS AMENDED FROM TIME TO TIIME.
FIRST FLOOR AREA =27'-4"X35'-6" =970.22 SQFT....B
6' HIGH BOUNDARY WALL
3'-3'' HIGH RAILING
DATED_______________ DAIRY NO.___________
GROUND FLOOR AREA =27'-4"X35'-6" =970.22 SQFT....A
18" X 18" RWP KHURRA
8'
DW2
LVL.-25'-1 21"
3'-3'' HIGH RAILING
3'-3"
3'-3'' HIGH RAILING
8'
LVL.±0"
4'-9"
6' HIGH BOUNDARY WALL
.
2'-3"
4"Ø RWP 3"Ø WS 4"Ø VS
18" X 18" RWP KHURRA
GMADA
SE
4"Ø RWP
3"Ø WS 4"Ø VS 4"Ø RWP
SANCT O INED UNDER SELF CERT F C IAT O IN SCHEME
NW
3"Ø WS
1'-6'' WIDE PROJ.
4"Ø RWP
8'-0"
1'-6"
9"9"
LVL.-23'-7 21"
4'-9"
W1
9"9"
1'-6"
9"9"
1'-6"
LVL.+1'-6"
2'-6" 9"
2'-9"
----
3'
56
W1
SECOND FLOOR PLAN
6' HIGH BOUNDARY WALL
8'
R.L.
----
2'-6"X8'-0"
DW1 3'-3"X8'-0"+6'-7 21"X6'-6" 1'-6"
9" HIGH PARAPET
8'
2' 9"9" G.L.
3'-3"X8'-0"
D3
4
3" Ø WS 4" Ø WS
LIFT HEADROOM
HODI 1'X1'
3'-3" P.L.
8'-0"
D2
3
TREE REQUIRED 1200 SQ.FT 1 TREE 1200-3600 SQ.Ft 2 TREES ABOVE 3600 SQ.FT 3 TREES TREE PROVIDED = 2 TREES
FROM WATER MAIN FROM WATER MAIN
8'-0"
65
X' X
3'-3'' HIGH RAILING
6' HIGH BOUNDARY WALL
69
1 2 "Ø GIP DN 3 4"Ø GIP UP
3'-0" WIDE BALCONY
3"Ø WS
49
9"
D2
W1
W.T
1 2
11'-4" DINING 6'-7 12"X8'-7 21"
3'
3'-0" WIDE PASSAGE
13'-4 "
4'-1021"
W = 3'-0" T = 10" R = 6"
DN 72 3" Ø WS 4" Ø WS
8'-1021"
65
LIFT 52 4'-10 21"X4'-10 21" 6"
62
4"Ø RWP
3'-3'' HIGH RAILING
6' HIGH BOUNDARY WALL
X' X
1 2"Ø GIP DN 3 4 "Ø GIP UP
3'
LINTEL
----
9'
D2
69
9"
SILL
4'-6"X8'-0"
35'-6"
32
W1
UP
SIZE
D1
S E R V I C E
KITCHEN 7'-0"X8'-7 21"
DW2
49
9"
W.T
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
9" W4
3'
7'
1'-6'' WIDE PROJ.
10'
8'-7 12"
6'-7 21"
9"
BEDROOM 10'-0"X11'-4 21"
9"
35
3'
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
W4
412"
9"
6"
4'-1021"
DN 48
3" Ø WS 4" Ø WS
LIFT 28 4'-10 21"X4'-10 21" 6"
DINING 6''-7 12"X8'-7 21"
TERRACE LVL+33'-9"
421"
421"
UP
W = 3'-0" T = 10" R = 6"
W.T
6' HIGH BOUNDARY WALL
15'-10 21"
9" V7
20'
6'
TOILET 5'-4 21"X6'-0"
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
GIPDN GIPUP
V7
D3
D2
LIVING AREA 15'-1021"X11'-1 21"
11'-112"
D3
9'-5"
3'
412"
421"
412"
9"
6' HIGH BOUNDARY WALL
9"
5'
D2
35'-6"
5'-1"
412"
421"
LIVING AREA 13'-9"X11'-1 12"
11'-112"
5'-4 " 1 2
D2
1 2"Ø 3 4"Ø
1 2"Ø GIP DN 3 GIP UP 4"Ø
421"
NAME
1
4 0 ' - 0 "
10'-6"
S.NO
9'
13'-3"
BEDROOM 10'-6"X13'-3"
421"
10'
V7
11'-1012"
9" 13'-712"
9"
9" 13'-712"
13'-712"
13'-6"
8' 421" 35'-6" 20'
X
10'-6"
10'
9"
9"
2' 9" 2' 3'-121"
4' 3'-1021" 8'
W2 3"Ø WS
W2
06 LIFT
2'-6" 9" 2'
3'-3'' HIGH RAILING
10
2'-6" 9" 2'
FLOOR FINISH 112" TH. 3" TH. P.C.C. 421" TH. R.C.C. SLAB
V2
W = 3'-0" T = 10" R = 7.16"
1'-6"1'-6"
KITCHEN
01
18
LANDING - 1
X'
3'-3"
D3
2'-9"
D1
ENTRANCE FOYER
2'-6" 9"
LANDING - 1
08
6'-6"
4'-6"
3" TH. P.C.C. 421" TH. R.C.C. SLAB
3' 1'
9"
FLOOR FINISH 121" TH.
W = 3'-0" T = 10" R = 6" 3'-3'' HIGH RAILING
LIFT
R.L.
44
9"
1 2"Ø GIP DN 3 4"Ø GIP UP
G.T 1'X1'
KITCHEN
10'-6"
3' 3'
9"
24
DRESS 5'-4 21"X5'-1 21"
412"
25
3'-3"
LIFT
25
BEDROOM 10'-0"X13'-721"
18" X 18" RWP KHURRA
9"
D2
2'-9"
D2
33'-9"
LANDING - 3
10'-6"
4'-6"
9"
FLOOR FINISH 121" TH. 3" TH. P.C.C. 421" TH. R.C.C. SLAB
1'-6"1'-6"1'-6"
7'-6" 9" 3'
KITCHEN
49
32
2'
42'-6"
D2
W = 3'-0" T = 10" R = 6" 3'-3'' HIGH RAILING
9"
4"Ø RWP 3"Ø WS 4"Ø VS
2 18" X 18" RWP KHURRA
1 2"Ø GIP DN 3 "Ø GIP UP 41 2"Ø GIPDN
TOILET 5'-0"X6'-4 21"
D2
13'-9"
W = 3'-0" T = 10" R = 6"
DN 24
41
UP
GIPDN GIPUP
3'-0" WIDE BALCONY 3'-3'' HIGH RAILING
6' HIGH BOUNDARY WALL
TO SEWER MAIN
10'-6"
9" 3'
FLOOR FINISH 112" TH. 3" TH. P.C.C. 421" TH. R.C.C. SLAB
W = 3'-0" T = 10" R = 6" 3'-3'' HIGH RAILING
48
R=6"
D3
TOILET 5'-0"X6'-6" 1 2"Ø 3 4"Ø
3"Ø WS 4"Ø VS 4"Ø RWP
13'-4 21"
9"9" 3'-3'' HIGH RAILING
LIFT
P.L. G.L.
6'-7"
DOUBLE HT. CUTOUT 6'-9" X 7''-1 21"
39
+4 +3 +2 +1
SD1
4"Ø RWP 3"Ø WS 4"Ø VS
GROUND FLOOR PLAN
3'-6"
8'
3'-3'' HIGH RAILING
LANDING - 5
16
9"
08
IC 2'X3'
4'-6"
LIFT HEAD ROOM
56
LANDING - 2
11 W1
3'-0" WIDE PROJECTION
72
40
8'-8 "
KITCHEN 9'-6 ''X11'-6"
D1
+1'-0" LVL. FROM R.L.
1'-6"
112" THK. TERRACE 3" MUD 2 COATS OF HOT BITUMEN 4 12" THK. RCC SLAB 'C'
LANDING - 4
14
TOE WALL TERRACE
64
9"
D2
2"
9"
1 2
SD2
1 2"Ø GIP DN 3 "Ø GIP UP 41 2"Ø GIPDN
9"
BEDROOM 9'-0"X13'-721"
SLIDER
DRESS 5'-0"X5'-3"
9"
08 STAIRCASE TO BASEMENT
BEDROOM 11'-6"X13'-721"
9'
SLIDER
W4
10'-6"
9"
V2
1'-6"
9"9"
TOE WALL
LANDING - 6
4'-6"
421"
9"
X' X
UP
BASEMENT FLOOR PLAN
DW2
9"
9"
16
421"
11'-6"
D3
3" Ø WS
3'
6" V1
421"
5'
ENTRANCE FOYER
14
3'
11
9"
11'-9" 4" Ø WS
4'-10 "
6"
LIFT 04 4'-10 12"X4'-10 21"
6"
W1
6'
SD2 W4
GIPDN GIPUP
5'-3" 11'-112"
UP 01
1 2
3'-5 "
SLIDER
TOILET 5'-0"X8'-0"
3'-0" WIDE BALCONY 3'-3'' HIGH RAILING
6' HIGH BOUNDARY WALL
NE
08
X
3'-3"
1 2
SLIDER
3"Ø WS 4"Ø VS 4"Ø RWP
SW
04
V7
4"Ø RWP 3"Ø WS 4"Ø VS
SD1
9"
DINING 11'-4 21" X8'-6"
3'-0" WIDE BALCONY 3'-3'' HIGH RAILING
6' HIGH BOUNDARY WALL
1 2"Ø GIP DN 3 4"Ø 1 GIP UP 2"Ø GIPDN
20'
20'
3'
DN
2'-9"
W = 3'-0" T = 10" R = 6" 01
9"
6' POOJA ROOM W3 6'-0" X8'-7 21"
LIVING AREA 10'-9" X8'-1 21"
10'-9"
DN
412" 13'-3"
DOUBLE HT. CUT OUT 6'-9"X7'- 1 21"
9"
1 2"Ø 3 4"Ø
9"
5'-3"
412"
D2
LVL -0'-6"
35'-6"
34'
6"
17'-4"
6"
4'-1012"
13-'6"
DRESS 6'-0" X5'-3"
421"
25'-121" 35'-6"
6"
4'-1012"
04
BEDROOM 13'-6"X13'-7 21"
V3 9"
9"
01
D3
421"
D3
6'
3"Ø WS 4"Ø VS 4"Ø RWP
421"
13'-712"
STORE 6'-0" X5'-0" W4
8' 421"
9"
V1
3'
9"
9"
9"
9"
9"
26'-3"
BASEMENT HALL 26'-3" X 34'-0"
9"
4"Ø RWP 3"Ø WS 4"Ø VS
R=6"
TOILET 6'-0"X8'-0"
V4
W = 3'-0" T = 10" R =7.16"
27'-4"
HODI 1'X1'
G.T 1'X1'
DW1 1 2"Ø GIP DN 3 41"Ø GIP UP 2"Ø GIPDN
9"
DN
JOINERY SCHEDULE
S
V7
+4 +3 +2 +1
27'-4"
W
V5
DN
27'-4"
E
27'-4" V6
3'-0" WIDE PROJECTION G.T 1'X1'
3"Ø WS 4"Ø VS 4"Ø RWP
PROPOSED HOUSE PLAN FOR PLOT NO :-1736, AT TDI CITY, SECTOR - 74A, 92, 116, 117,118, & 119, S.A.S NAGAR, PUNJAB FOR- Mr. PRADEEP KUMAR DHURIA & Mrs. SUNITA DHURIA
IC 2'X3'
27'-4" +1'-0" LVL. FROM R.L.
N
IC 2'X3' HODI 1'X1'
SITE PLAN ( 81" =1'-0")
OWNER SIGN.
9"
19
SD2
LANDING - 3
12
G.L.
G.L. R.L.
R.L.
+1
1'-6" 1'-6"
R.L.
R.L.
09 D1
W=3'-0" T=10'' R=7.5"
+2
BEDROOM
+3
LANDING - 1
KITCHEN
01
03 +3
+2
PORCH
31'-3"
P.L.
+1
G.L. R.L.
EMP. ARCHITECT
AREA STATEMENT
REAR ELEVATION
FRONT ELEVATION
PLOT AREA = 23-0"X54' = 1242.00 SQFT FAR :- 1:2.1 (2608.2 SQFT)
SECTION AT XX' 23'
6'-0" HIGH WALL.
2'-6"
9" 2'-6" 5'
25'-3"
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
412"
421"
1'-6" WIDE PROJ.
5'
421" 3' 6'-0" HIGH WALL.
1 2"Ø GIP
DUCT 5'-0''X3'-0"
----
8'-0" 8'-0"
3
D3
2'-6"X8'-0"
----
8'-0"
4
SD1
7'-0"X8'-0"
----
8'-0"
5
SD2
6'-0"X8'-0"
----
8'-0"
6
SD3
2'-6"X8'-0"
----
8'-0"
7
SD4
9'-0"X8'-0"
----
8'-0"
8
DW1
3'-6"X8'-0"+4'-0"X6'-6"
1'-6"
8'-0"
9 10
DW2
3'-3"X8'-0"+4'-0"X4'-0"
4'-0"
8'-0"
DW3 W1
3'-3"X8'-0"+4'-6"X4'-0" 7'-0"X6'-6"
4'-0" 1'-6"
8'-0" 8'-0"
BOUNDARY WALL 6'-0 HIGH
V1
1'-721"
12
W2
5'-9"X4'-0"
4'-0"
8'-0"
13
W3
4'-6"X4'-0"
4'-0"
8'-0"
14
V1
2'-6"X1'-6"
0-9''
2'-6"
2'-6" 1'-3"
IC 2'X3'
+1'-6" LVL. FROM R.L.
1'-6" WIDE PROJ.
G.T 1'X1'
2'-6" WIDE PROJ.
R = 6" +1 DN +2
GROUND FLOOR AREA =23'-0"X37'-9" =868.25 SQFT....A FIRST FLOOR AREA =23'-0"X37'-9" =868.25 SQFT....B MUMTY FLOOR AREA =10'-121"X12'-6" =126.56 SQFT....C
TOTAL COVERED AREA FOR F.A.R = G.F(868.25)F.F(868.25) = 1736.5 SQ.FT.
TOTAL COVERED AREA FOR SCRUTINY FEES
HODI 1'X1'
= (A+B+C) =868.25 +868.25 + 126.56 =1863.06 SQFT
TREE REQUIRED 1200 SQ.FT 1 TREE 1200-3600 SQ.Ft 2 TREES ABOVE 3600 SQ.FT 3 TREES TREE PROVIDED = 1 TREES
23'-0"
DN
SAY 1864 SQFT
4"Ø RWP 4"Ø WS 3"Ø WS
R
VERANDAH 13'-1 21"X7'-7 21"
3'-3'' HIGH RAILING
2'-6" WIDE BALCONY
24
9"
3'
2'-6"
29 4"Ø RWP
W3
6'-0" HIGH WALL.
3'-6"
33
9"
PLOT NO. 139
PLOT NO. 141
37'-9"
11'
2'-3" 821"
12'-6"
10'-121"
9"
1 2 "Ø GIP DN 3 4 "Ø GIP UP
W=3'-0" T=10'' R=7.5"
3"Ø WS 4"Ø RWP
18" X 18" RWP KHURRA 3'-3'' HIGH RAILING
2'-6" WIDE BALCONY
4"Ø RWP
HODI 1'X1'
HODI 1'X1'
2'-6" WIDE PROJ. IC 2'X3'
G.T 1'X1'
MUMTY FLOOR PLAN
FIRST FLOOR PLAN
FROM WATER MAIN
+1'-6" LVL. FROM R.L.
FROM WATER MAIN
R
O
A
±0 LVL.
D
NW
SE
TREE
MAIN ENTRY GATE P.V& WM
FROM WATER MAIN
TO SEWER MAIN
4"Ø RWP
8'-9"
P.V& WM
DN
C T W H K IR S A 5 "C H L S B X C A 4 .E 9 "L A V L M E 1 .S OVER THEM. O N S T R U C T E D 2. MAIN GATE AND BOUNDARY WALL SHALL BE C D1 P A E S T H R S T E A N D A R D G E S N I. W3 S A T N LR W IY 3 .O R S H K G B E A O D LO TN F R E O M GOVERNMENT APPROVED PLUMBER. W S H L O B E A C N W L/T L O E T E T IH 4 R .N A T H N P T H L IE LVL OF THE BLG. P S E P H S T IB E A S G LTE B I/D E C F A O ILR A C P E O 5.P A LIT N. E L E N C P T O R C T R /S E H L IE A B A T U L 6 .H M T N E A I ENTRANCE GATE C M X R E A M C 3 L IW C E 2 :N 7 .O TR S /H K D B E A O 1LN 1 :E CONCRETE. 8. WATER METER & P.V. CHAMBER SHALL BE 3" TO 5" ABOVE FINISH LEVEL. 9. MINIMUM SLOPE OF HCIP = 1:40 G.T SIZE = 12"X12" , I.C. SIZE = 36"X24", LAST I.C./I.T. = 36"X36" CAPACITY OF CISTERN = 15LTR./W.C. 10.THE RESPONSIBILITY OF THE STRUCTURE STABILITY OF THE BUILDING SHALL BE ENTIRELY OF THE OWNER. 11. SEWER PIPE SHOW IN FRESH WATER PIPE SHOW IN RAIN WATER PIPE SHOW IN
-P N A R :G E K Q IR E U D I U S P 0 5 2T Q O M T W S N W O 2 C 1'H & A R E S E LR S P N A P R G K D O IE D V I T W S N W O 2 C 'H & A R E 1S E LR S
BOUNDARY WALL 2'-1021" HT.
E
1 2"Ø GIP
12'-6"
D
9'
+3'-0" LVL.
54'-0"
I
PLOT NO.-140
BOUNDARY WALL 2'-1021" HT.
L
STAIRCASE 9'-0X11'-0"
2'-6"
3'-3'' HIGH RAILING
S
36
5'-6"
1'-1021" 2"
9"
SD4
1'-6" WIDE PROJ.
9"
12'-3"
12'-3" W=3'-0" T=10'' R=7.5"
6'-0" HIGH WALL.
4"Ø RWP
2'-6" 9"
11
15
PARKN IGDETALI
DW3
19
3"Ø WS
21
18
3'-6"
2'-812" 4"
4"Ø RWP
2'-6"
1'-6" WIDE PROJ.
1 2 "Ø GIP DN 3 4 "Ø GIP UP
IC 2'X3'
X'
X'
X'
GROUND FLOOR PLAN
----
NE
+1'-6" LVL. FROM R.L.
3'-6"X8'-0" 3'-3"X8'-0"
TERRACE PLAN
9"
V1
DN
2'-6" 9"
2'-6"
3'
1 2
HODI 1'X1'
D1 D2
11
9" HIGH PARAPET
42'-9"
412" 6'-4 "
1 2
7'-6"
412" 5'-6" 2'-6" 3'-421" 421"
TERRACE LVL +31'-3" FROM P.L.
LINTEL
SW
2'-6"
24
9"
W1
2'-6" WIDE PROJ.
FROM WATER MAIN
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
W.T
1 2"Ø GIP
DUCT 5'-0''X3'-0"
421"
W=3'-0" T=10'' R=7.5"
HODI 1'X1'
G.T 1'X1'
V1
1 2
9"
DRAWING ROOM 12'-6''X10'-0"
15
2"
9"
STAIRCASE 9'-0X11'-0"
11'
12'-6"
11'-9"
9"
9"
11
W.T. 1000 LTRS CAP. RESTING ON R.S.J.
W.T
BEDROOM 12'-6"X12'-3"
4"Ø RWP
2'-6"
PORCH 9'-0X11'-9"
07
3'-6"
19
21
2'-6" 9"
2'-6"
18" X 18" RWP KHURRA
TOILET 5'-0''X8'-0"
7'-721"
9" 3"
D1
R=6"
3'
3'-3"
DW1
3"Ø WS
18'
UP
10'
11'-9"
9"
11'-121"
1 2 "Ø GIP DN 3 4 "Ø GIP UP
WOODEN PARTITION
+2 +1 UP 18
4" 1 2
4"Ø RWP 4"Ø WS 3"Ø WS
SILL
1 2 "Ø GIP DN 3 4 "Ø GIP UP 1 2 "Ø GIP DN 3 4 "Ø GIP UP
DINING 7'-9''X6'-7 21"
W2
03
1 2
9"
A 4"Ø RWP
11'-121"
9"
9"
01
4"
7'-6" 121"
37'-9"
421" 6'-7 "
3'-3"
9'-4 "
9"
D2
2'-6" WIDE BALCONY
7'-6"
9"
1 2 "Ø GIP DN 3 4 "Ø GIP UP
3"Ø WS
DRAWING ROOM 9'-4 21"X12'-0"
421"
3'-3'' HIGH RAILING
W.T
9"
4" 1 2
6'-0" HIGH WALL.
1 2 "Ø GIP DN 3 4 "Ø GIP UP 1 2 "Ø GIP DN 3 4 "Ø GIP UP
D2
DN
3'
H C R
3'-3"
1 2
5'
4 " 3'-9"
1 2
412"
4'-1012"
421" 11'-121"
8'-4 "
9"
1 2"Ø GIP
DUCT ABOVE @ 8' HEIGHT
PANTRY 5'-4 21"X6'-4 21"
1 2
12'-9"
D3
TOILET 6'-3''X7'-6"
1 2
9"
4"Ø RWP 4"Ø WS 3"Ø WS
DW2
421"
SD3
KITCHEN 8'-4 21"X11'-1 21"
6'-0" HIGH WALL.
3'-3'' HIGH RAILING
6'-421" 9"
SLIDER
D2
R
BEDROOM 12'-9"X13'-0"
13'
9'-1021"
D2
E
SD1
10'-3"
10'-3" 13'
12'
D
9" HIGH PARAPET
9"
I
1 2 "Ø GIP DN 3 4 "Ø GIP UP 1 2 "Ø GIP DN 3 4 "Ø GIP UP
STUDYROOM 9'-10 21"X10'-3"
421"
L
9" HIGH PARAPET
BEDROOM 12'-0''X13'-0"
S
1' 4'-3"421"
SD2
SD1
2'-6" WIDE BALCONY
6'-0" HIGH WALL.
7'-6"
R
37'-9"
E
9"
4"Ø RWP 4"Ø WS 3"Ø WS
D
9"
I
13'
L
9" 2'-6"
S
9"
R
9"
9"
E
SIZE
TO SEWER MAIN
30'-0"
W
I
D
E
S
1 2 "Ø GIP DN 3 4 "Ø GIP UP 1 2 "Ø GIP DN 3 "Ø GIP UP 4
D
NAME
W
I
JOINERY SCHEDULE S.NO
E
L
18" X 18" RWP KHURRA
23'
N
S
23'
HODI 1'X1'
2'-6" WIDE PROJ. R = 6" +1 DN +2
X
G.T 1'X1'
X
X
IC 2'X3' +1'-6" LVL. FROM R.L.
PER. COVD AREA = 869.40 SQFT
9" HIGH PARAPET
4"Ø RWP
DATED_______________ DAIRY NO.___________
CERTIFIED THAT THE ABOVE BUILDING PLAN IS AS PER VIDE LETTER NO.PBIP/CAPA/(HUD)/ 2020/279 DATED 05-11-2020 , DRG.NO. 01/2020 DATED- 21-10-2020 & AS PER NEW PUDA RULES - 2021 AMENDED FROM TIME TO TIME
LANDING - 2
W2
P.L.
+3 +2 +1
P.L.
3'
G.L.
1'-6" 1'-6"
G.L.
3'
1'-6" 1'-6"
P.L.
+3 +2 +1
P.L.
GMADA
15
SD1
W=3'-0" T=10'' R=7.5"
4'-1021" TOE WALL
18
FLOOR FINISH 121" TH. 3" TH. P.C.C. 421" TH. R.C.C. SLAB
10'-6"
10'-6"
10'-6"
10'-6"
10'-6"
W1
2'-421"
21
3'-3'' HIGH RAILING
W2
3'-3'' HIGH RAILING
VERANDAH
4'-1021"
FLOOR FINISH 121" TH. 3" TH. P.C.C. 412" TH. R.C.C. SLAB
LVL.±0"
LVL.±0"
24
LANDING - 4
DRAWING ROOM
27
9"
22'-6"
22'-6"
9"
BEDROOM
6' HIGH WALL
LANDING - 5
9" 9" 2'-6"
3'-3"
LVL.+2'-6"
DW1
D3
TOE WALL
9"
9"
LVL.-11'-9"
22'-6"
9"
LVL.+2'-6"
LANDING - 6
30
3'-3'' HIGH RAILING
3'-3'' HIGH RAILING
3'-3'' HIGH RAILING
.
5'-721"
SD1
10'-6"
DW2
10'-6"
7'-3"
6' HIGH BOUNDARY WALL
SANCTIONEDUNDERSELF CERTIFICATIONSCHEME
33
112" THK. TERRACE 3" MUD 2 COATS OF HOT BITUMEN 4 12 " THK. RCC SLAB 'C'
6' HIGH WALL
31'-3"
10'-6"
7'-3" 31'-3" 3'-3"
3'-3'' HIGH RAILING
36
112 " THK. TERRACE 3" MUD 2 COATS OF HOT BITUMEN 4 1 2" THK. RCC SLAB 'C'
LVL.±0"
SD3
W=3'-0" T=10'' R=7.5"
DW1
TOE WALL
1'-6" 1'-6"
LVL.-5'-6"
3'-3'' HIGH RAILING
3'-3'' HIGH RAILING
TERRACE
LVL.+2'-6"
9"
9"
LVL.-11'-9"
MUMTY
TOE WALL
9"
3'-3" 9"
LVL.+2'-6"
9" 9"
3'-3'' HIGH RAILING
3'-3"
LVL.-25'-3"
6' HIGH WALL
W=3'-0" T=10'' R=7.5"
4"
3'-3'' HIGH RAILING
1'-6" 4'-9"
DW3
DW3
8'
3'-3'' HIGH RAILING
LVL.±0"
4'-0'' HIGH DUCT
8'
4'-0'' HIGH DUCT
8'
4'-9"
4'-9"
6' HIGH BOUNDARY WALL
11 2" THK. TERRACE 3" MUD 2 COATS OF HOT BITUMEN 4 1 2" THK. RCC SLAB 'C'
6' HIGH WALL
9" 9" 2'-6"
1'-6"
6' HIGH BOUNDARY WALL
W3
PROPOSED HOUSE PLAN OF PLOT NO :-140, WHITE CITY,SECTOR - 114 (VILLAGE KAILON),S.A.S NAGAR MOHALI, (PB) FOR Mr.SATKARANJEET SINGH & Mrs.MANPREET KAUR
TOE WALL
TOE WALL
1'-6"
LVL.-23'-9"
1'-6"
LVL.+1'-6"
1'-6"
9" 9"
1'-6"
9" 9"
TOE WALL
SITE PLAN ( 81" =1'-0")
SIGN. OWNER
S I T E V I S I T S DRAWING TITLE:
REVISIONS
SITE VISIT #1191, #581
SR. NO. DATE
DEALT BY: AR. GARGI KOUL
NORTH
PROJECT TITLE: REVISIONS
RESIDENTIAL
NOTES:
N
CHECKED BY: AR. ARUN YADAV
DESIGN ANTHEM FORUM ARCHITECTS | INTERIORS | VALUERS | ESTIMAT ORS #884 (F), SECTOR- 79, MOHALI PH. 8568999998,8950058671
E-mail: designanthemforum@gmail.com Website: www.designanthenforum.in
DRAWING NO : SHEET NO : DATE : SCALE :
CLIENT:
SITE LOCATION:
__________
__________
E
W
S
DRAWING NOT TO BE SCALED,ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. FOR STRUCTURAL DETAILS REFER R.C.C. CONSULTANT'S DRAWING. FOR SIDE MARGIN REFER SANCTIONED LAYOUT. ANY AMBIGUITIES OR DISCREPANCIES SHOULD BE CLEARED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.