195 TYPE D 190

9 MT. WIDE ROAD(R5)

20.90x8.0
9 MT. WIDE ROAD
(Lvl.±00)

48.059

22
0.161
10#@100C/C CLOSED RINGS PLOT LINE
PLINTH BEAM REINFORCEMENT DETAILS-
2-12# PLINTH BEAM
10# 3NOS
PINS(TYP)
0.25

10#@100C/C
ESS
0.161

3-12# 2-12# 5-12# TOP LVL. +380 10#@100C/C CLOSED RINGS

CLOSED RINGS PLOT LINE

6.615
(Lvl.+150)

6.50
0.25
10# 3NOS 10# 3NOS
8#@100C/C 8#@150C/C 8#@100C/C PINS(TYP)
8#@150C/C PINS(TYP)
0.38

0.38

0.38

0.38

PLINTH BEAM
0.140

2-12# 2-12# 3-12# 3-12# BOTTOM LVL.±00

TOP LVL. +380 10#@100C/C CLOSED RINGS
0.115
2.215 3.105 2.450 3.105 2.273 2.273 3.105 2.450 3.105 2.215 9.25

11.137
0.08

0.08

0.08

0.08

0.115
0.23 0.23 0.23 0.23 10# 3NOS
0.38

NOTES:

0.115
P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) 0.23 PINS(TYP) 1. ALL DIMENSIONS ARE IN M.M. AND ONLY

AT MID SPAN AT SUPPORT AT MID SPAN PB4

WRITTEN DIMENSIONS SHALL BE FOLLOWED.
PB4 PB1 PB1 PB4 PB4 PB1 PB1 PB4
AT SUPPORT
2. DRAWING SHALL BE CHECKED BEFORE-
EXECUTION,INCONSISTENCY IF ANY SHALL BE
BROUGHT TO THE NOTICE OF FIRM IMMIDIATELY.
C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1
BEAM-PB1 BEAM-PB2
3. CONCRETE MIX FOR ALL R.C.C. WORK SHALL
BE M 25 UNLESS MENTIONED,FOR P.C.C. = 1:4:8
4. T.M.T. BARS OF GRADE Fe-500 CONFIRMING TO-
I.S. 1786- 1985 SHALL BE USED FOR REINF. IN
P.C.C.(1:4:8)

2.26

2.26
PB1
R.C.C. WORKS.
5. NOMINAL CLEAR COVER FOR REINFORCEMENT
SHALL BE AS FOLLOWS :-

3.000
PLINTH BEAM (A) FOOTING - 50 mm.

3-12# 2-12#
SECTION AT 1-1 0.08 0.08

PB1

PB1
5-12#
(B) COLUMN - 40mm.
TOP LVL. +380 (C) BEAM - 25 mm PB10 PB10 PB10 PB10
0.23 0.23
0.08

0.08

PB2

PB2

PB2

PB2

PB2

PB2

PB2

PB2
(D) SLAB - 20 mm
6. ALL R.C.C. WORK SHALL BE DONE AS PER I.S. 456-2000. PB4 PB4
2-12# 2-10# 7. FOUNDATION IS DESIGNED FOR G+2 SBC OF ASSUMED
NOTES:

PB1
PB6

PB6

PB6

PB6
VALUE 12.0T/SQ.MT AT 1.5M BELOW NGL. IT SHOULD BE
8#@150C/C 8#@150C/C BOTTOM LVL.+140

0.12
0.55

0.55
0.12
VERIFIED BEFORE EXECUTION OF WORK.
8#@150C/C
(E.W.S.) (E.W.S.) (E.W.S.) (E.W.S.)

PB9

PB9

PB9

PB9
8#@100C/C 8. ALL MASONRY CONSTRUCTION WORK SHALL BE DONE
C2 C3 C3 C2 C3 C3 C2
0.08 0.16

1. ALL DIMENSIONS ARE IN M.M. AND ONLY

0.38

0.38

0.38

STRICTLY AS PER IS-1905:1987 AND IS-2212:1991.

8#@150C/C 9. BENDING AND FIXING OF BARS FOR REINFORCEMENT
0.30

3-12# 2-12# BOTTOM LVL.±00 BOTTOM LVL.±00 SHALL BE AS PER IS-2502:1963 AND IS-5525:1969. PB7 PB7 PB7 PB7 WRITTEN DIMENSIONS SHALL BE FOLLOWED.
3-12# 0.61 PB31.18 PB30.18
1.18 1.61 PB3
1.18 PB3
1.18 0.61

1.057
10. STRUCTURE IS DESIGNED FOR SEISMIC ZONE-III AS
2-12# 0.18 0.18 0.18 2. DRAWING SHALL BE CHECKED BEFORE-

PB2

PB2

PB2

PB2
PER IS:1893-2016.

0.05 P.C.C.(1:4:8) 0.12 0.12 EXECUTION,INCONSISTENCY IF ANY SHALL BE

(Lvl.+380) (Lvl.+380)

PB10

PB10

PB10

PB10
BROUGHT TO THE NOTICE OF FIRM IMMIDIATELY.
0.08

0.08

0.08

0.08

PB7

PB7
PB2 PB2 C3 C3 PB2 PB2 PB2 PB2 C3 C3 PB2 PB2 3. CONCRETE MIX FOR ALL R.C.C. WORK SHALL
NOTE- LEVEL OF THE CENTRE OF 9MT. APPROACH ROAD IS CONSIDERED AS ±00.00.

BEAM-PB8A

0.72

1.058
0.23 0.23 0.23 0.12

PB2

PB2

PB2

PB2
BE M 25 UNLESS MENTIONED,FOR P.C.C. = 1:4:8
P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) PB3
1 PB4 PB3 PB3 PB4 1 PB3 4. T.M.T. BARS OF GRADE Fe-500 CONFIRMING TO-

C2 C3 (E.W.S.) (E.W.S.) C3 C3 C3 (E.W.S.) (E.W.S.) C3 C2

I.S. 1786- 1985 SHALL BE USED FOR REINF. IN
R.C.C. WORKS.
BEAM-PB3 BEAM-PB4 BEAM-PB5 BEAM-PB7A

PB6

PB6

PB6

PB6
PB1
5. NOMINAL CLEAR COVER FOR REINFORCEMENT
SHALL BE AS FOLLOWS :-

PB2

PB2

PB2

PB2

PB2

PB2

PB2

PB2
(A) FOOTING - 50 mm.
PB10 PB10 PB10 PB10

PB1

PB1

3.000
PLINTH BEAM 1 1 (B) COLUMN - 40mm.
2-10# TOP LVL. +380 (C) BEAM - 25 mm

PB1
PLINTH BEAM PLINTH BEAM (D) SLAB - 20 mm
2-12# 2-12# 2-12# 2-12# 8#@150C/C 6. ALL R.C.C. WORK SHALL BE DONE AS PER I.S. 456-2000.

0.115
TOP LVL. +380 TOP LVL. +380
0.08 0.16

BOTTOM LVL.+220 C1 C2 C2 C2 C3 C3 C3 C2 C2 C2 C1 7. FOUNDATION IS DESIGNED FOR G+2 SBC OF ASSUMED

VALUE 12.0T/SQ.MT AT 1.5M BELOW NGL. IT SHOULD BE
8#@150C/C 8#@150C/C 8#@150C/C BOTTOM LVL.+80 8#@100C/C PB4 PB1 PB10 PB1 PB4 PB4 PB1 PB10 PB1 PB4 VERIFIED BEFORE EXECUTION OF WORK.
0.30

0.30

3-12# 0.05 P.C.C.(1:4:8) 0.115 8. ALL MASONRY CONSTRUCTION WORK SHALL BE DONE
0.38

0.38

2-12# 2-12# STRICTLY AS PER IS-1905:1987 AND IS-2212:1991.

BOTTOM LVL.±00 BOTTOM LVL.±00
9. BENDING AND FIXING OF BARS FOR REINFORCEMENT
2-12#
BEAM-PB8
0.08

0.08

SHALL BE AS PER IS-2502:1963 AND IS-5525:1969.

10. STRUCTURE IS DESIGNED FOR SEISMIC ZONE-III AS
0.08

0.08

0.12 P.C.C.(1:4:8) PER IS:1893-2016.

0.18 P.C.C.(1:4:8) 0.08 0.18

35.991
5.00

5.23
BEAM-PB7 BEAM-PB9
P.C.C.(1:4:8) P.C.C.(1:4:8)

BEAM-PB6 BEAM-PB10
PROPOSED EWS/LIG HOUSING SCHEME AT
VILLAGE- JAITIKHERA, PARGANA-BIJNAUR, 0.115

GREEN 12
TEHSIL-SAROJINI NAGAR, UTTAR PRADESH STATE 2.21 0.54 3.38 2.45 3.38 0.54 2.27 2.27 0.54 3.38 2.45 3.38 0.54 2.21 6.115
INDUSTRIAL DEVELOPMENT 0.12 0.12 0.12
AUTHORITY AREA, LUCKNOW
0.12
PLINTH BEAM 0.38 1.72 1.72 0.38
TOP LVL. +380 PB8 PB8 PB8 PB8

PB7

PB7

PB7

PB7

PB7

PB7

PB7

PB7
0.08

0.08

0.08

0.08

2-12# ELDECO HOUSING & INDUSTRIES

3-12# 2-12# 5-12# LTD.

0.61

0.61
0.23

0.23
C1 PB1 C2 PB2 PB2 C2 PB5 C2 PB2 PB2 C3 PB1 C3 PB1 C3 PB2 PB2 C1 PB5 C1 PB2 PB2 C2 PB1 C1

0.77

0.77
0.18
0.18
8#@100C/C PB6 PB6

PB10

PB10
8#@150C/C
ATS CONSULTANTS

PB4

PB4

1.915
PB4

PB4
STRUCTURAL

PB10

PB10
8#@100C/C 8#@150C/C 6.00
0.30

0.30

0.30

0.30

2-12# BOTTOM LVL.±00 PB6 PB6

PB2

PB2
2-12# 3-12# 3-12#

PB2

PB2
PB2

PB2

PB2
22.133
e
0.08

0.08

0.08

0.08

espaces 1.05 PB3 C2 C2 PB3 PB3 C2 C2 PB3 1.05

1.185
0.23 0.23 0.23 0.23 Ar.Sanjay Kumar Gupta
1 1
108,F. Floor,Corporate Chamber-1,
PB3 0.18 PB3 PB3 0.18 PB3
P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) P.C.C.(1:4:8) Vibhuti Khand,Gomti Nagar, C2 C2 C3 C3 C3 C2 C2
AT MID SPAN AT SUPPORT AT MID SPAN Lucknow-226010
AT SUPPORT Ph.No.4065958,9415114589

CONC. MIX M-25

PB2

PB2

1.130
PB6

PB6

PB6

PB6

PB6

PB2

PB2

PB6

PB6
email-espaces.arch@gmail.com

BEAM-PB1A BEAM-PB2A Drawn by:

C4 PB3 (L.I.G.) (L.I.G.) PB3 C4 PB3 (L.I.G.) (L.I.G.) PB3 C4

PB5

PB5

PB5

PB5
Checked by:
1.18 PB4
Date:
NE 0.61 1 1 PB4 1.18 0.61

0.91

0.91

1.058
not to scale N
Scale:
0.12 0.18 0.18

PB10
Sheet no.:
PB2 C3 PB2 C3 C3 PB2 C3 PB2 PB2 C3 PB2 C3 C3 PB2 C3 PB2 0.12

PB10

PB7
PB10
E

PB10
NW

PB7
(Lvl.+380) SCHEDULE OF PLINTH BEAM-

SE
(Lvl.+380)

1.058
W
C4

0.12

0.12
BOTTOM LVL. REMARK
S
W SL. No. BEAM NOS. BEAM SPAN BEAM SIZE
SW
C4 PB7 PB7 C4

PB2A

PB2A

PB2A

PB2A
PB3 PB3 PB3 PB3

1.130
(BXD)

PB6

PB6
0.55

0.55
PB2

PB2

PB6
PB2

PB2
PB9

PB9
S
C2 C2
0.23 PB4 C2 C2 C2 PB1 0.23
C2 C2 1. PB1 AS/PLAN 250x380 ±00.00

1.184
0.08 0.08

PB2A

PB2A

PB2A

PB2A
C2 C2 C2 C2
2. PB2 AS/PLAN 250x380 ±00.00
parking parking parking parking

PB2

PB2
PB2
3. PB3 AS/PLAN 250x380 ±00.00

1.916
PB4

PB4

PB4

PB4
C1 PB1A C2 PB2A C1 C1 PB2A C2 PB1A C1 PB1A C2 PB2A C1 C1 PB2A C2 PB1A C1
4. PB4 AS/PLAN 250x380 ±00.00

0.16
PB7A

PB7A

PB7A

PB7A

PB7A

PB7A

PB7A

PB7A
PB8A
1.72 1.72 PB8A PB8A
1.72 PB8A

5. PB5 AS/PLAN 250x380 ±00.00 PROPOSED EWS/LIG HOUSING SCHEME AT

0.12 0.12 0.12 0.12
0.38 0.38
VILLAGE- JAITIKHERA, PARGANA-BIJNAUR,
TEHSIL-SAROJINI NAGAR, UTTAR PRADESH STATE
6. PB6 AS/PLAN 180x380 ±00.00 INDUSTRIAL DEVELOPMENT
(Lvl.+180) AUTHORITY AREA, LUCKNOW
PLOT LINE 7. PB7 AS/PLAN 120x300 +80.00

6.05
8. PB8 AS/PLAN 50x160 +220.00 ELDECO HOUSING & INDUSTRIES
LTD.
9. PB9 AS/PLAN 80x300 +80.00

10. PB10 AS/PLAN 180x380 ±00.00

ATS CONSULTANTS
STRUCTURAL
8.570

11. PB1A AS/PLAN 230x300 ±00.00

PLOT LINE
6.992 12. PB2A AS/PLAN 230x300 ±00.00

13.368 13. PB7A AS/PLAN 120x300 ±00.00 e espaces

Ar.Sanjay Kumar Gupta
108,F. Floor,Corporate Chamber-1,
14. PB8A AS/PLAN 50x160 +140.00 Vibhuti Khand,Gomti Nagar,
7.697 40.294
Lucknow-226010
Ph.No.4065958,9415114589

12.237 Drawn by:

email-espaces.arch@gmail.com

Checked by:
Date:

NOTE- LEVEL OF THE CENTRE OF 9MT. APPROACH ROAD IS CONSIDERED AS ±00.00. Scale:
Sheet no.:
not to scale

195 TYPE D 190 195 TYPE D 190

9 MT. WIDE ROAD(R5)

9 MT. WIDE ROAD(R5)

20.90x8.0

20.90x8.0
9 MT. WIDE ROAD 9 MT. WIDE ROAD
(Lvl.±00) (Lvl.±00)

NOTES: 48.059 48.059

END ZONE

1. ALL DIMENSIONS ARE IN M.M. AND ONLY

SLAB BEAM WRITTEN DIMENSIONS SHALL BE FOLLOWED.
0.75

2. DRAWING SHALL BE CHECKED BEFORE-

TIES

EXECUTION,INCONSISTENCY IF ANY SHALL BE

22 22
BROUGHT TO THE NOTICE OF FIRM IMMIDIATELY.
3. CONCRETE MIX FOR ALL R.C.C. WORK SHALL
BE M 25 UNLESS MENTIONED,FOR P.C.C. = 1:4:8
4. T.M.T. BARS OF GRADE Fe-500 CONFIRMING TO-
I.S. 1786- 1985 SHALL BE USED FOR REINF. IN PLOT LINE PLOT LINE

ESS ESS
R.C.C. WORKS.
Plinth Beam
0.38

5. NOMINAL CLEAR COVER FOR REINFORCEMENT

END ZONE SHALL BE AS FOLLOWS :-
Plinth Beam
0.75

(A) FOOTING - 50 mm.

1200
END ZONE

PLOT LINE PLOT LINE

(B) COLUMN - 40mm.
(C) BEAM - 25 mm
TIES

(Lvl.+150) (Lvl.+150)
6.50

6.50
6.615

6.615
(D) SLAB - 20 mm
6. ALL R.C.C. WORK SHALL BE DONE AS PER I.S. 456-2000.
7. FOUNDATION IS DESIGNED FOR G+2 SBC OF ASSUMED
R.C.C.COLUMN VALUE 12.0T/SQ.MT AT 1.5M BELOW NGL. IT SHOULD BE
R.C.C.COLUMN VERIFIED BEFORE EXECUTION OF WORK.
8. ALL MASONRY CONSTRUCTION WORK SHALL BE DONE 0.115 0.115
TIES IN MIDDLE ZONE

STRICTLY AS PER IS-1905:1987 AND IS-2212:1991. 2.215 3.105 2.450 3.105 2.273 2.273 3.105 2.450 3.105 2.215 9.25 2.215 3.105 2.450 3.105 2.273 2.273 3.105 2.450 3.105 2.215 9.25
11.137

11.137
9. BENDING AND FIXING OF BARS FOR REINFORCEMENT
1.300 1.500 1.500 1.500 1.500 1.300 1.500 1.500 1.500 1.500 1.300
COL. REINF. SHALL BE AS PER IS-2502:1963 AND IS-5525:1969.
H

10. STRUCTURE IS DESIGNED FOR SEISMIC ZONE-III AS

0.115

0.115

0.115

0.115

0.115

0.115

0.115
0.115

0.115

0.115

0.115
PER IS:1893-2016. F2
LATERAL TIES
1.500

1.500

1.500
1.500

1.500

1.500

1.500

1.500

1.500

1.500

1.500
1.50

C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1
F2
F1 F2 F2 F1 F2 F2 F2 F2 F1 0.115 0.125 0.115
12#@300c/c 0.30
0.115 0.115 0.115 0.115 0.115 0.115 0.115 0.115
0.30
BOTHWAY
3.000

3.000
END ZONE

F3 F3 F3 F3 NOTES: NOTES:
TIES

0.115 0.115 0.115 0.125 0.115 0.115 0.115

0.75

F2 F2 F2
C2 C2 C2 C2 C2 C2
0.40

C3 C3 C3 C3 C3 C3 C3 C3
1.500

1.800

1.800

1.500

1.800

1.800

1.500

1. ALL DIMENSIONS ARE IN M.M. AND ONLY 1. ALL DIMENSIONS ARE IN M.M. AND ONLY

0.115

0.115

0.115

0.115
WRITTEN DIMENSIONS SHALL BE FOLLOWED. WRITTEN DIMENSIONS SHALL BE FOLLOWED.

0.115

0.115

0.115
0.125

0.125

0.125

0.125
1.500
1.057

1.057
1.500 1.500 1.500 2. DRAWING SHALL BE CHECKED BEFORE- 2. DRAWING SHALL BE CHECKED BEFORE-
0.10

EXECUTION,INCONSISTENCY IF ANY SHALL BE EXECUTION,INCONSISTENCY IF ANY SHALL BE

1.500 1.500
0.38

2.400

2.400

2.400

2.400

8.230
BROUGHT TO THE NOTICE OF FIRM IMMIDIATELY. BROUGHT TO THE NOTICE OF FIRM IMMIDIATELY.
C3 F4 F4 C3 C3 F4 F4 C3 3. CONCRETE MIX FOR ALL R.C.C. WORK SHALL C3 C3 C3 C3 3. CONCRETE MIX FOR ALL R.C.C. WORK SHALL
F3 F3 F3 F3 F3
1.058

1.058
0.115

0.115

0.115
F2 F2 BE M 25 UNLESS MENTIONED,FOR P.C.C. = 1:4:8 BE M 25 UNLESS MENTIONED,FOR P.C.C. = 1:4:8
12#@150c/c 4. T.M.T. BARS OF GRADE Fe-500 CONFIRMING TO- 0.115 0.115 0.115 0.115

0.115

0.115

0.115

0.115
2.05 4. T.M.T. BARS OF GRADE Fe-500 CONFIRMING TO-
P.C.C.(1:4:8) 2.100 2.100 2.100 2.100
1.500

1.800

1.800

1.800

1.800

1.800

1.500

Plinth Beam END ZONE BOTHWAY C2 C3 C3 C3 C3 C3 C2

I.S. 1786- 1985 SHALL BE USED FOR REINF. IN
R.C.C. WORKS. C2 C3 C3 C3 C3 C3 C2
I.S. 1786- 1985 SHALL BE USED FOR REINF. IN
R.C.C. WORKS.
1.500 1.500 1.500 1.500 5. NOMINAL CLEAR COVER FOR REINFORCEMENT 0.115 0.115 0.115 0.125 0.115 0.115 0.115 5. NOMINAL CLEAR COVER FOR REINFORCEMENT

SECTION X1-X1 (FOOTING-CF1) 1.500 1.500 1.500 SHALL BE AS FOLLOWS :-

(A) FOOTING - 50 mm.
SHALL BE AS FOLLOWS :-
(A) FOOTING - 50 mm.
3.000

3.000
(B) COLUMN - 40mm. (B) COLUMN - 40mm.
0.05 0.05
NOTE- LEVEL OF THE CENTRE OF 9MT. APPROACH ROAD IS CONSIDERED AS ±00.00.

(C) BEAM - 25 mm (C) BEAM - 25 mm

F3 F3 F3 F3 F3 F3 (D) SLAB - 20 mm (D) SLAB - 20 mm
F2 F2 F2 0.115 0.115 0.115 0.115 0.115 0.125 0.115 0.115 0.115 0.115 0.115
F1 F1 6. ALL R.C.C. WORK SHALL BE DONE AS PER I.S. 456-2000. 6. ALL R.C.C. WORK SHALL BE DONE AS PER I.S. 456-2000.
COL.TIES-8@100C/C

0.115

0.115

0.115

0.115
0.115
1.50

2-12ØBOTH WAY C1 C2 C2 C2 C3 C3 C3 C2 C2 C2 C1 7. FOUNDATION IS DESIGNED FOR G+2 SBC OF ASSUMED C1 C2 C2 C2 C3 C3 C3 C2 C2 C2 C1 7. FOUNDATION IS DESIGNED FOR G+2 SBC OF ASSUMED
1.500

1.500

1.800

1.800

1.800

1.800

1.500

1.800

1.800

1.500

1.500

COLUMN REINFORCEMENT DETAILS-

0.115
VALUE 12.0T/SQ.MT AT 1.5M BELOW NGL. IT SHOULD BE VALUE 12.0T/SQ.MT AT 1.5M BELOW NGL. IT SHOULD BE
VERIFIED BEFORE EXECUTION OF WORK. VERIFIED BEFORE EXECUTION OF WORK.

0.115

0.115
150

1.500 1.500 1.500 1.500 1.500 1.500 8. ALL MASONRY CONSTRUCTION WORK SHALL BE DONE 8. ALL MASONRY CONSTRUCTION WORK SHALL BE DONE
1.300 1.500 1.500 1.500 1.300 STRICTLY AS PER IS-1905:1987 AND IS-2212:1991. STRICTLY AS PER IS-1905:1987 AND IS-2212:1991.
9. BENDING AND FIXING OF BARS FOR REINFORCEMENT 9. BENDING AND FIXING OF BARS FOR REINFORCEMENT
Ast1 Ast2
300

SHALL BE AS PER IS-2502:1963 AND IS-5525:1969. SHALL BE AS PER IS-2502:1963 AND IS-5525:1969.
0.25 0.25 10. STRUCTURE IS DESIGNED FOR SEISMIC ZONE-III AS 10. STRUCTURE IS DESIGNED FOR SEISMIC ZONE-III AS
D

PER IS:1893-2016. PER IS:1893-2016.

1-12# 0.25 1-16# 0.25
C

35.991

35.991
5.00

5.23

5.00

5.23
2-16# 3-16# 2-20# 3-12#
100

0.25
0.32

0.32

0.32

4-16# 2-12# 0.115 0.115

2-12# 2-16# 2.45 3.38 3.38 0.54 2.45 3.38 3.38 0.54
GREEN 12

GREEN 12
B P.C.C.(1:4:8) 2.21 0.54 3.38 0.54 2.27 2.27 0.54 3.38 2.45 2.21 6.115 2.21 0.54 3.38 0.54 2.27 2.27 0.54 3.38 2.45 2.21 6.115
1.500 1.500 1.500 1.500 1.500
B+150 3-12#
2-20# 2.100 2.100 2.100 1.500 1.500 2.100 0.115 0.115

0.115

0.115

0.115
0.115

0.115

0.115
2-16# 3-16# 0.115 0.115 0.115 0.115 0.125 0.115 0.115
TYPICAL SECTION X-X 1-12# 1-16#
1.500

1.500

1.500

1.500
1.500

1.800

1.800

1.500

1.800

1.800

1.500

0.115

0.115

0.115

0.115
PROPOSED EWS/LIG HOUSING SCHEME AT

0.115
C1 C2 C2 C2 C3 C3 C3 C1 C1 C2 C1 C1 C2 C2 C2 C3 C3 C3 C1 C1 C2 C1
VILLAGE- JAITIKHERA, PARGANA-BIJNAUR, F2 F2 F2 F2 F2 F2 F2 0.115 0.115
1.915

1.915
F5 F5 F5 F5
TEHSIL-SAROJINI NAGAR, UTTAR PRADESH STATE 6.00 6.00
2.100 2.100 2.100 2.100

0.115

0.115
0.115

0.115
22.133

22.133
INDUSTRIAL DEVELOPMENT
AUTHORITY AREA, LUCKNOW
1.800

1.800

1.800

1.800
X1

1.350 C2 C2 1.350 C2 C2 1.350 C2 C2 C2 C2

1.185

1.185
2.400 2.400 2.400 2.400 0.115 0.125 0.115

0.115

0.115
0.115 0.115 0.115 0.115

0.115

0.115
0.3

0.3

0.3

C2 C2 F5 F5 C3 C3 C3 F5 F5 C2 C2 C2 C3 C3 C3 C2 C2
2.100

2.100

2.100

2.100

ELDECO HOUSING & INDUSTRIES 0.3 0.3 C2 0.3

0.115

0.115

0.115
2.050

2.050

2.050

0.115
LTD.
1.130

1.130
0.115
CF1

0.115
0.115 0.115 0.115 0.115
F4 F4 CF1 F4 F4 CF1
0.05

C4 C4 C4 C4 C4 C4
E

E
NE 2.400 2.400 2.400 2.400 NE
1.800 1.800 1.800 1.800 0.115 0.115 0.115 0.115
1.058

1.058
A+150

N N

0.125

0.125
0.125

0.125
0.115 0.125 0.115

ATS CONSULTANTS
A
a

STRUCTURAL C3 C3 F6 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3
E

E
F6 F6 F6
X1

2.400
1.500

2.400

2.400

1.500

1.500

2.400

1.500
NW

NW
0.05

0.125

0.125

0.125

0.125
0.115
SE

SE

0.115

0.115
1.058

1.058
0.115 0.115 0.125 0.115 0.115 0.115

0.115
F3 F3 F3 F3
W

W
b SW S
C4 SW S
C4
W

W
C4 C4 C4 C4
CF1 CF1 CF1

e
F4 F4 F4 F4
1.130

1.130
2.050

2.050
2.050

0.115

0.115

0.115
0.115 0.115 0.115 0.115
0.3
espaces
S

S
2.100

2.100

0.3 0.3
2.100

2.100

B(>A) C2

0.115

0.115

0.115

0.115
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
0.3

0.3

0.3

F5 F5 F5 F5
1.184

1.184
Ar.Sanjay Kumar Gupta 2.400 2.400 2.400 2.400 0.115 0.115 0.115 0.115

0.115

0.115
0.115

0.115
1.350 1.350 1.350 0.115 0.125 0.115
108,F. Floor,Corporate Chamber-1, C2 C2 C2 C2 C2 C2 C2 C2
1.800

1.800
1.800

1.800

Vibhuti Khand,Gomti Nagar,

Lucknow-226010 2.100 2.100 2.100 2.100
Ph.No.4065958,9415114589
1.916

1.916
B+150
email-espaces.arch@gmail.com F2 F5
2.100 F5 F2 F5 F5 F2
F2 F2 F2 F2

0.115

0.115

0.115

0.115

0.115

0.115

0.115

0.115
0.115

0.115

0.115
Drawn by: C1 C2 C1 C1 C2 C1 C2 C1 C1 C2 C1 C1 C2 C1 C1 C2 C1 C2 C1 C1 C2 C1
1.800

1.500

1.800

1.500
1.500

1.800

1.800
1.500

1.500
1.500

1.500

PLAN OF TYPICAL FOOTING DETAIL Checked by:

(Col. size a & b as per Col. Section) 1.500 1.500 2.100 2.100 1.500 1.500 2.100
PROPOSED EWS/LIG HOUSING SCHEME AT 0.115 0.115 0.115 0.115 0.115 0.125 0.115 0.115 0.115 0.115 0.115 PROPOSED EWS/LIG HOUSING SCHEME AT
CONC. MIX M-25 Date:
Scale: not to scale
1.500 1.500 1.500
VILLAGE- JAITIKHERA, PARGANA-BIJNAUR, VILLAGE- JAITIKHERA, PARGANA-BIJNAUR,
TEHSIL-SAROJINI NAGAR, UTTAR PRADESH STATE TEHSIL-SAROJINI NAGAR, UTTAR PRADESH STATE
Sheet no.:
INDUSTRIAL DEVELOPMENT INDUSTRIAL DEVELOPMENT
(Lvl.+180) AUTHORITY AREA, LUCKNOW (Lvl.+180) AUTHORITY AREA, LUCKNOW
PLOT LINE PLOT LINE
6.05

6.05
ELDECO HOUSING & INDUSTRIES ELDECO HOUSING & INDUSTRIES
LTD. LTD.

ATS STRUCTURAL
CONSULTANTS ATS STRUCTURAL
CONSULTANTS
8.570

8.570
PLOT LINE PLOT LINE
6.992 6.992
13.368 e espaces
Ar.Sanjay Kumar Gupta 13.368 e espaces
Ar.Sanjay Kumar Gupta
108,F. Floor,Corporate Chamber-1, 108,F. Floor,Corporate Chamber-1,
Vibhuti Khand,Gomti Nagar, Vibhuti Khand,Gomti Nagar,
7.697 40.294
Lucknow-226010
Ph.No.4065958,9415114589
7.697 40.294
Lucknow-226010
Ph.No.4065958,9415114589

12.237 Drawn by:

email-espaces.arch@gmail.com
12.237 Drawn by:
email-espaces.arch@gmail.com

OUNDATION DETAIL Checked by:

Date: DETAIL
Checked by:
Date:

NOTE- LEVEL OF THE CENTRE OF 9MT. APPROACH ROAD IS CONSIDERED AS ±00.00. Scale:
Sheet no.:
not to scale
NOTE- LEVEL OF THE CENTRE OF 9MT. APPROACH ROAD IS CONSIDERED AS ±00.00.
Scale:
Sheet no.:
not to scale