internship M.Arch Portfolio

Page 1

ARCHITECTURAL PORTFOLIO 2021 M.ARCH


1.

2. 1270.0 [4'-2"]

3. 4. 5.

665.3 [2'-2"]

300.0 [1']

-10"]

6.

207.1 [8"]

354.4 [1'-2"]

286.8 [11"]

91.7 [4"]

237.0 [9"]

3918.2 [12'

GOLDEN MIRROR 2521.0 [8'-3"]

603.4 [2']

2707.8 [8'-11"]

2554.5 [8'-5"]

2708 MM [8'-11" FT.]

2555 MM [8'-5" FT.]

1095.4 [3'-7"]

849.9 [2'-9"]

1353.1 [4'-5"]

657.3 [2'-2"]

10. 11. 12. 13. 14.

4512.7 [14'-10"]

85.8 [3"]

281.7 [11"]

562.2 [1'-10"]

2263.9 [7'-5"]

3627.4 [11'-11"]

453.5 [1'-6"]

2580.1 [8'-6"]

153.7 [6"]

228.3 [9"]

484.4 [1'-7"]

603 MM [2' FT.]

603 MM [2' FT.]

4123.6 [13'-6"]

2721.6 [8'-11"]

2289.4 3537.9

[11'-7"]

[7'-6"]

2376.8 [7'-10"]

797.1 [2'-7"]

396.3 [1'-4"]

[11'-5"]

C

3470.4

GOLDEN MIRROR 1721 MM [5'-8" FT.]

"] [9'-7 3447.3

[17'-1"] 4569.1

[15']

2918.9

5196.5

[11'-4"]

3393.0

GOLDEN MIRROR

1824.7 [6']

[11'-2"] 2365.9 [7'-9"]

3471.3

GOLDEN MIRROR

91.7 [4"]

[13'-5"]

2605.6 [8'-7"]

4085.9

354.4 [1'-2"]

[11'-10"]

7536 MM [24'-9" FT.]

2286.1 [7'-6"]

1803.4 [5'-11"] 3612.7

[11'-5"] [7'-2"]

907.2 [3']

2177.2

1889.0 [6'-2"]

5211 MM [17'-1" FT.]

3143.0 [10'-4"]

2384.5 [7'-10"]

4544.3

[14'-11"] 1574.6 [5'-2"]

868.1 [2'-10"]

4460.2 [14'-8"]

1091.7 [3'-7"]

1618.1 [5' -4"]

2677.1 [8'-9"]

634.5 [2'-1"]

3138.5 [10'-4"]

402.1 [1'-4"]

2968.7 [9'-9"]

3716.9

[12'-2"]

524.7 [1'-9"]

5260.0 [17'-3"]

2225.9 [7'-4"]

2414.5 [7'-11"]

2396.9 [7'-10"]

2287.9 [7'-6"]

2457.6 [8'-1"]

2640.0 [8'-8"]

2468.5 [8' -1"]

[8'-1"]

1212.8 [4']

1095.4 [3'-7"]

2465.2

7. a) b) 8. 9.

2103.6

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

1647.9 [5'-5"]

399.9 [1'-4"]

532.3 [1'-9"]

3627.4 [11'-11"]

8294.4 [27'-3"]

315.4 [1']

172.6 [7"]

194.1 [8"]

731.1 [2'-5"]

[6'-11"]

15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

2707.8 [8'-11"]

382.7 [1'-3"]

635.3 [2'-1"]

CORRIDOR PART

3627 MM [11'-11" FT.]

8294 MM [27'-3" FT.]

2708 MM [8'-11" FT.]

2555 MM [8'-5" FT.]

774.6 [2'-6"]

1

16-07-2021

ISSUE

DATE

REVISED FACADE CHANGE

SS

SI

APPROVED

REVISION

RI CHECK

360.4 [1'-2"]

85.8 [3"]

281.7 [11"]

781.9 [2'-7"]

453.5 [1'-6"]

CORRIDOR DESIGN

84.8 [3"]

140.3 [6"]

228.3 [9"]

2580 MM [8'-6" FT.]

1270.0 [4'-2"]

1803.4 [5'-11"]

E

B

BED ROOM

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

1346.2 [4'-5"]

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

711 MM [2'-4" FT.]

965.3 [3'-2"]

3137 MM [10'-3" FT.] 432 MM [1'-5" FT.]

1282.7 [4'-2"]

2426 MM [7'-11" FT.]

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

2263.9 [7'-5"]

237.0 [9"]

CLIENT :

194.1 [8"] 382.7 [1'-3"]

153.7 [6"]

635.3 [2'-1"]

508 MM [1'-8" FT.]

198.8 [8"]

SIGNATURE/STAMP

264.6 [10"]

84.8 [3"]

819.2 [2'-8"]

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

360.4 [1'-2"]

A

DOCUMENT N0.

562.2 [1'-10"]

508 MM [1'-8" FT.]

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

484.4 [1'-7"]

781.9 [2'-7"]

402.1 [1'-4"]

140.3 [6"]

849.9 [2'-9"]

431.6 [1'-5"]

GOLDEN MIRROR

2036 MM [6'-8" FT.]

2108 MM [6'-11" FT.]

WALL

SIGNATURE/STAMP

ARCHITECT:

602.9 [2']

1029 MM [3'-4" FT.]

260.9 [10"]

454 MM [1'-6" FT.]

Ms. Arpita ADDRESS: Villa 57, Rise Sports Villa , Sector -1 ,Techzone-4,G.Noida(west) CONTACT NOE-MAIL : WEBSITE :

207.1 [8"]

2667 MM [8'-9" FT.]

3099 MM [10'-2" FT.]

286.8 [11"]

1295.4 [4'-3"]

1091.7 [3'-7"]

GOLDEN MIRROR

AESTOM/IND/NDA/21-R-01

1346.2 [4'-5"]

D

DRAWING NO:

1 OF 2

R0

A502.1 REVISION:

UNIT:

1:1


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

1

16-07-2021

ISSUE

DATE

REVISED FACADE CHANGE

SS

SI

APPROVED

REVISION

RI CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Ms. Arpita ADDRESS: Villa 57, Rise Sports Villa , Sector -1 ,Techzone-4,G.Noida(west) CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/21-R-01 DRAWING NO:

2 OF 2

R0

A502.2 REVISION:

UNIT:

1:1


1.

230 MM [9" FT.]

205 MM [8" FT.] 3353 MM [11' FT.]

2.

292.0

154.7 [6"]

[7"] 183.2 [11"]

[11"]

292.0

292.0

[11"] 292.0

'] 317 .0 [1

[11"]

292.0

[11"]

[11"]

[1'-4 "] 402.0 [11"]

[2'-4 "]

[1'-7 "] 475.2

292.0

']

[11"]

183.2 [6"]

317.0

[1']

.0 [2

[11"] 292.0

292.0

']

317

[1'] 317.0

[11"] [2'] 609.0

[11"] 292.0

608 .0 [2 ']

[2'] [2']

609.0

[2']

[3']

[11"]

609.0

609.0

[11"]

']

292.0

926.0

183.2

[11"]

292.0

.0 [2

292.0

[11"] 292.0

[2'] 609.0

413.0 [1'-4"]

[11"] 292.0

292.0

475.2

609

"] [1'-7

[1']

[11"]

475.2

317.0

[1'-7 "]

[11"]

[11"]

292.0

']

292.0

10. 11. 12. 13. 14.

292.0

292.0

[11"]

609

609

.0 [2

223.8 [9"]

158.2

609

292.0

[11"]

[11"] 292.0

609.0

[11"]

[11"]

609 .0 [2 ']

292.0

[11"] 292.0

292.0

']

609

[11"]

[11"]

.0 [1

[11"]

[11"]

292.0

292.0

[1']

[11"]

']

.0 [2

317.0

']

.0 [2

609

292.0

292.0

[11"]

[11"]

[2']

[2']

292.0

[7"]

317

[11"] 292.0

[11"] [1']

[11"]

317.0

500.2

3556 MM [11'-8" FT.]

[11"]

292.0

292.0

292.0

[11"]

292.0

[1']

292.0

"] [1'-7

317.0

[11"]

']

292.0

[2'] 608.0

[11"] 292.0

[11"]

[11"]

475.2

292.0

609 .0 [2

[11"]

[11"]

[11"]

292.0

'] .0 [2 609

292.0

"] .2 [7 183 292.0

292.0

[11"]

']

[11"]

[2'] 609.0

609 .0 [2 ']

[2']

292.0

']

.0 [2

'] .0 [2 609

609.0

153.8 [6"]

.0 [1

609

']

.0 [2

608

413.0 [1'-4"]

413.0 [1'-4"]

.0 [2 ']

609.0

']

292.0

[11"]

.0 [2

609 .0 [2 ']

475.2

[11"]

609

292.0

2100 MM [6'-11" FT.]

292.0

[1'-7 "]

[7"]

[11"]

292.0

[11"]

292.0

609

292.0

[11"]

']

[11"]

.0 [2

609

292.0

292.0

609 .0 [2

[2']

672.1 [2'-2"]

[2']

292.0

7. a) b) 8. 9.

609.0

609 .0 [2 ']

609.0

[11"]

[1'-7"]

']

.0 [2

[11"]

413.0 [1'-4"]

[11"]

[11"]

[11"]

[11"]

[11"]

292.0

292.0

292.0

[2']

'] .0 [2

609.0

609

[11"]

292.0

[1'-5 "] 427.0

719.0

[2'-4 "]

292.0

[4"]

110.0

110.0

[1'-4"]

719.0

292.0

6.

[2']

[11"]

292.0

292.0

3. 4. 5.

[1'-4"]

402.0

402.0

[1'-5 "]

"] .0 [4 110

[1'-4"]

"] [1'-4

609.0

[11"]

[1']

292.0

[11"]

475.2

[11"]

292.0

292.0

[11"]

402.0

[1'-5"]

292.0

317.0

.0 [2

']

292.0

413.8 [1'-4"]

427.0

[7"]

609

402.0

[4"]

[1'-4"]

413.0 [1'-4"]

110.0

402.0

[4"]

"] [1'-4

[11"]

[11"]

183.2

427.0

413.0 [1'-4"]

110.0

[1'-4"]

[4"]

[1'-4 "]

413.0 [1'-4"]

292.0

292.0

"] [1'-4

402.0

413.0 [1'-4"]

402.0

402.0

402.0

257.4 [10"]

292.0

413.0 [1'-4"]

[11"]

568.5 [1'-10"]

292.0

257.4 [10"]

[11"]

413.0 [1'-4"]

110.0

35.4 [1"]

[4"]

420.1 [1'-5"]

[4"]

413.0 [1'-4"]

110.0

154.7 [6"]

413.8 [1'-4"]

[2'] 609.0

609.0

153.8 [6"]

[2'] 609.0

[1']

[11"]

[1'] 317.0

[11"] 292.0

[2']

292.0

413.0 [1'-4"]

[11"]

609.0 [11"]

[2']

"] [2'-7 792.2

[2']

[2']

']

609.0

[11"]

292.0

292.0

[11"]

[11"]

292.0

.0 [2

609.0

292.0

292.0

[11"] 292.0

[2'] 609.0

609.0

']

[11"] [2']

413.0 [1'-4"]

"] [1'-7 475.2

[11"]

[11"] 292.0

[11"]

292.0

[11"]

292.0

[11"]

[11"]

[11"]

[1'-7

[11"]

292.0

292.0

292.0

292.0

292.0

475.2

413.0 [1'-4"]

500.2

[1'-8

"]

[2']

']

609.0

609.0

609.0

.0 [2

292.0

609

[2']

292.0

[7"]

[11"]

292.0

[11"] 292.0

']

[2']

.0 [1

.0 [2

609.0

[2']

609 317

[11"]

292.0

[1'] 317.0

']

609

[2']

[2']

183.2

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

[11"]

609.0

292.0

609.0

[11"]

609.0

609

15. 16. 17.

[11"]

.0 [1

413.0 [1'-4"]

292.0

317

[11"]

[11"]

292.0

292.0

292.0

']

.0 [2

[11"]

']

[11"]

1297 MM [4'-3" FT.]

1723 MM [5'-8" FT.]

.0 [1

292.0

317

292.0

[11"]

[7"]

183.2

183.2

[7"]

[1']

292.0

[11"]

[11"]

[11"]

292.0

[11"]

317.0

609.0

[2'] 609.0

[11"]

292.0

317.0

609.0

']

292.0

[11"]

[11"]

.0 [2

292.0

292.0

292.0

609

.0 [2

[2']

[2']

609.0

[2']

[11"]

']

609

[2']

[1']

[11"]

']

292.0

']

.0 [2

609

609.0

292.0

317.0

[11"]

609.0

.0 [1

291.0

609 .0 [2 ']

317

[2']

[11"]

413.0 [1'-4"]

[2']

"] [1'-8

292.0

[1'-7"]

[11"]

475.3

[11"]

292.0

292.0

292.0

[2']

[11"] .0 [2

']

[11"]

[11"]

292.0

609

[11"]

292.0

292.0

[6"]

609.0

158.2

[2']

'] .0 [2 609

[2'] 609.0

223.8 [9"]

"] [1'-8

609.0

[11"] 292.0 [2'] 609.0

435.1 [1'-5"]

413.0 [1'-4"]

1"] [1'-1

390.8 [1'-3"]

290.0 [11"]

[11"] 276.4

[11"] 276.4

[11"] 276.4

390.8 [1'-3"]

292.0

[1']

[1'] 301.4

301.4

[11"] 292.0

[11"]

[1']

[11"] 292.0

']

301.4

.4 [1

276.4

593.4

301

[11"]

390.8 [1'-3"]

[1'-1

1"]

']

.4 [1

301

276.4

390.8 [1'-3"]

[11"]

[11"]

413.0 [1'-4"]

[11"]

276.4

276.4

276.4

[1']

[11"]

122.9 [5"]

[11"]

301.4

290.0 [11"]

[1'-1

1"]

593.4

276.4

593.4

']

[2']

.0 [2

[11"]

292.0

[11"]

[11"]

292.0

[11"] 292.0

609.0

609

[2']

[2']

.0 [2

']

500.2

223.8 [9"]

[6"] 158.2

[6"]

609

609.0

1984 MM [6'-6" FT.]

158.2

']

[11"]

[11"]

.0 [2

292.0

609

']

[11"]

.0 [2

292.0

292.0

609

']

.0 [2

618

292.0

1524 MM [5' FT.]

[2']

609

']

[11"]

.4 [2

292.0

1984 MM [6'-6" FT.]

609.0

[2']

609

[11"]

']

.0 [2

609.0

[6"]

[11"]

158.2

292.0

292.0

[11"]

292.0

[11"]

[7"]

183.2

183.2

[7"]

[11"]

292.0

292.0

[11"]

[11"]

[11"]

[11"]

292.0

292.0

292.0

292.0

.0 [2

']

609.0

292.0

[11"]

[1'] 317.0

[2'] 609.0

[11"]

609

[11"]

292.0

292.0

292.0

[11"]

"]

3353 MM [11' FT.]

435.1 [1'-5"]

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

390.8 [1'-3"]

390.8 [1'-3"]

413.0 [1'-4"]

127 MM [5" FT.]

549.1 [1'-10"]

5639 MM [18'-6" FT.]

457 MM [1'-6" FT.]

3813 MM [12'-6" FT.]

457 MM [1'-6" FT.]

1

16-07-2021

ISSUE

DATE

REVISED FACADE CHANGE

SS

SI

APPROVED

REVISION

RI CHECK

M

MIRROR

AL

ALIVATED

12 MM [0" FT.] FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

6553 MM [21'-6" FT.] 3 AL

M

1

61

8 5

4

74

7

75

M92

76

60

93

91

2

AL

9

15 M 13

AL

AL

95

14

11

10

77

73

6

AL

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

94AL

59

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

90

62

72

14 12 M

AL 14

71

63

3556 MM [11'-8" FT.]

89

96

58 AL 19

18

20

88

70

57

AL

AL

AL

97

79

22 29

27 24

23

26

69

87

80

56

AL

77

30

AL

81

68

38

32 36

85

53

M M47

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

98

67

34

33

ARCHITECTS PLANNERS & ENGINEERS

M 86

54

35 39

M 82 AL 44

AL 40

66

DOCUMENT N0.

45 41

49

50

SIGNATURE/STAMP

M99

83 AL

AL 65

52

42

48

AESTOM

AL 55

37M

M

100

43 M

M 46

51

AESTOM/IND/NDA/21-R-01

84

64 83

101

DRAWING NO:

254 MM [10" FT.] 1 OF 2

R0

5639 MM [18'-6" FT.]

457 MM [1'-6" FT.]

SIGNATURE/STAMP

ARCHITECT:

28

25

31

ADDRESS: Villa 03, Rise Sports Villa , Sector -1 ,Techzone-4,G.Noida(west) CONTACT NOE-MAIL : WEBSITE :

AL

AL 17 21

Mr. Varun

M

78

14

3302 MM [10'-10" FT.]

16

CLIENT :

14

15M

457 MM [1'-6" FT.]

A502.1 REVISION:

UNIT:

1:1


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

1

16-07-2021

ISSUE

DATE

REVISED FACADE CHANGE

SS

SI

APPROVED

REVISION

RI CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Advind Chaudhary ADDRESS: Relience Store ,WAREHOUSE ,Lal kua CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/21-R-01 DRAWING NO:

1 OF 2

R0

A502.1 REVISION:

UNIT:

1:1


1.

2. 3. 4. 5. 01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

6.

BALCONY 3082(10'-1")X1157.5(3'-10'')

A

7. a) b) 8. 9.

WOOD TEXTURE TILE

±60.0/ ±(2")

C

10. 11. 12. 13. 14.

E

3087.63 [10'-2"]

D

ART. GRASS

±101 (4")

ROOM 3082(10'-1")X1157(3'-10'')

15. 16. 17.

±0.0

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

2896.80 [9'-6"]

KITCHEN 1740(5'-9")X1819.8(6')

2806.41 [9'-2"]

DECK 2896(9'-6")X2806(9-2")

±60.0/ ±(2")

3071.39 [10'-1"]

±60.0/ ±(2")

±0.0

±101 (4")

±0.0

TOILET 1740(5'-9")X1819.8(6')

ART. GRASS

±101 (4")

±0.0

1759.61 [5'-9"]

742.67 [2'-5"]

1

16-07-2021

ISSUE

DATE

REVISED FACADE CHANGE

SS

SI

APPROVED

REVISION

RI CHECK

STAIR TO MUMPTY 763X2895 (2'-5")x(9'-6")

±60.0/ ±(2") SHAFT 2267(7'-5")X1299(4'-3")

1743.24 [5'-9"]

2894.74 [9'-6"]

±60.0/ ±(2")

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

±0.0

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

CIRCULATION 983(3'-3")

±0.0

±60.0/ ±(2")

±60.0/ ±(2")

ART. GRASS

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

±60.0/ ±(2")

ART. GRASS LIFT 1843(4'-10")X1467(6'-1")

CLIENT :

Mr. Vijay Bathla ADDRESS:(Residence), Sector -23, Gurugram ,Haryana CONTACT NOE-MAIL : WEBSITE :

5890.06 [19'-4"]

±60.0/ ±(2") ART. GRASS

±60.0/ ±(2")

3144.15 [10'-4"]

AESTOM

±60.0/ ±(2")

ARCHITECTS PLANNERS & ENGINEERS

254.00 [10"]

±60.0/ ±(2")

254.00 [10"]

SIGNATURE/STAMP

ARCHITECT:

TILE

±60.0/ ±(2")

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

STONE

STONE

914.40 [3']

DOCUMENT N0. WOOD TEXTURE TILE

914.40 [3']

2133.60 [7']

B

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

AESTOM/IND/NDA/21-R-01 DRAWING NO:

3145.78 [10'-4"]

3240.39 [10'-8"] 3161.78 [10'-4"]

1 OF 2

R0

A502.1 REVISION:

UNIT:

1:1

TERRACE GARDEN LAYOUT


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

MR.Mohd. Naushad ADDRESS: Rampur , Gr. Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


1. 12001 MM [39'-4" FT.]

230 MM [9" FT.]

2.

12001 MM [39'-4" FT.] 230 MM [9" FT.]

574 MM [1'-11" FT.] 7403 MM [24'-3" FT.]

3564 MM [11'-8" FT.]

230 MM [9" FT.]

804 MM [2'-8" FT.]

230 MM [9" FT.]

3. 4. 5.

3564 MM [11'-8" FT.]

7403 MM [24'-3" FT.] 230 MM [9" FT.]

822 MM [2'-8" FT.]

6.

230 MM [9" FT.]

3051 MM [10' FT.]

230 MM [9" FT.]

STAIRCASE

7. a) b) 8. 9.

STAIRCASE

7575 MM [24'-10" FT.]

6011 MM [19'-9" FT.] 7064 MM 4256[23'MM -2" [14' FT.] FT.]

4256 MM [14' FT.]

ROOM 1810 (5' 11") X 3146 (10' 4")

10. 11. 12. 13. 14.

INCOMING LOUNGE

LANDING

6131 (20'-1") X 5744 (18'-10'')-626 (2'-1") X 682 (2'-3'')

1295 MM [4'-3" FT.]

115 MM [5" FT.]

LIFT 1350 (4'-5") X 1295 (4'-3'')

6224 MM [20'-5" FT.]

1295 MM [4'-3" FT.]

115 MM [5" FT.]

115 MM [5" FT.]

SHAFT 928 (3' 1") X 2160 (7' 1")

2160 MM [7'-1" FT.]

2160 MM [7'-1" FT.]

115 MM [5" FT.]

115 MM [5" FT.]

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

TOILET

SHAFT 928 (3' 1") X 2160 (7' 1")

2224 (7'-4") X 2160 (7'-1'')

115 MM [5" FT.]

SERVENT

BEDROOM 2 3685 (12'-1") X 5290 (17'-4'')

5662 MM [18'-7" FT.]

GUEST BEDROOM 4314 (14'-2") X 5662 (18'-7'')

SERVENT PARKING

28000 MM [91'-10" FT.]

2716 MM [8'-11" FT.]

4417 (14'-6") X 2716 (8'-11'') + 1717 (5'-8") X 1717 (5'-8'')

puja 28000 MM [91'-10" FT.]

2831 MM [9'-3" FT.]

4417 (14'-") X 2830 (9'-3'') + 3375 (11'-1") X 2275 (7'-6'')

115 MM [5" FT.]

28000 MM [91'-10" FT.]

15. 16. 17.

ROOM 1810 (5' 11") X 3115 (10' 3")

LIFT 1350 (4'-5") X 1295 (4'-3'')

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

DOUBLE HEIGHT FAMILY LOUNGE CENTRAL SPACE 17X20 FT

1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

115 MM [5" FT.]

230 MM [9" FT.]

1514 MM [5' FT.]

UP STORE

SHAFT 2498 (8' 2") X 1514 (5')

TOILET 2686.5 (8'-10") X 3147 (10'-4'') 20426 MM [67' FT.]

PANTRY

2383 (7'-10") X 2046 (6'-9'')

5046.04 [16'-7"]

2046 MM [6'-9" FT.]

TOILET

5046 MM [16'-7" FT.]

15495 MM [50'-10" FT.]

115 MM [5" FT.]

DINING

1918 (6'-4") X 2161.5 (7'-7'')

115 MM [5" FT.]

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

DRESS 2686 (8' 10") X 1661 (5' 5")

91 MM [4" FT.]

594 MM [1'-11" FT.]

OFFICE

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

4788 MM [15'-9" FT.]

4417 (14'-6") X 4788 (15'-9'')

CLIENT :

KITCHEN

Mr. Rajesh

1077 MM [3'-6" FT.]

115 MM [5" FT.]

2770 MM [9'-1" FT.]

3000 MM [9'-10" FT.]

1270.02 [4'-2"]

1270 MM [4'-2" FT.]

2111.86 [6'-11"]

WASHING

SIGNATURE/STAMP

AESTOM

STORE 2837.83 [9'-4"]

ARCHITECTS PLANNERS & ENGINEERS

115 MM [5" FT.]

1500 MM [4'-11" FT.]

1263 MM [4'-2" FT.]

230 MM [9" FT.]

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

GREEN LAWN

1915 MM [6'-3" FT.]

GREEN LAWN

ADDRESS: Residence ,Sector -15 ,Noida CONTACT NOE-MAIL : WEBSITE :

ARCHITECT:

115 MM [5" FT.]

2493.88 [8'-2"]

5462 MM [17'-11" FT.]

BEDROOM 4479 (14'-8") X 6104 (20')

BALCONY

4748 MM [15'-7" FT.]

5331 (17'-6") X 4755 (15'-7'')

DOCUMENT N0.

FIRST FLOOR PLAN 1576 MM [5'-2" FT.]

5826 MM [19'-1" FT.]

AESTOM/IND/NDA/15-R-04

3977 MM [13'-1" FT.]

231 MM [9" FT.]

DRAWING NO:

391 MM [1'-3" FT.] 12001 MM [39'-4" FT.]

1 OF 1

STILT FLOOR PLAN

R5

A501 REVISION:

UNIT:

NON


1. 12001 MM [39'-4" FT.]

12001 MM [39'-4" FT.]

230 MM [9" FT.]

804 MM [2'-8" FT.] 7403 MM [24'-3" FT.]

230 MM [9" FT.]

804 MM [2'-8" FT.]

3564 MM [11'-8" FT.]

7403 MM [24'-3" FT.]

2.

3564 MM [11'-8" FT.]

3. 4. 5. 230 MM [9" FT.]

230 MM [9" FT.]

6. STAIRCASE

STAIRCASE

ROOM 1810 (5' 11") X 3146 (10' 4")

INCOMING LOUNGE

7575 MM [24'-10" FT.]

6011 MM [19'-9" FT.] 7064 MM 4256[23'MM -2" [14' FT.]FT.]

7575 MM [24'-10" FT.]

6011 MM [19'-9" FT.] 7064 MM 4256[23'MM -2" [14' FT.]FT.]

ROOM 1810 (5' 11") X 3146 (10' 4")

115 MM [5" FT.]

1295 MM [4'-3" FT.]

1295 MM [4'-3" FT.]

6131 (20'-1") X 5744 (18'-10'')-626 (2'-1") X 682 (2'-3'')

ROOM 1810 (5' 11") X 3115 (10' 3")

LIFT 1350 (4'-5") X 1295 (4'-3'')

10. 11. 12. 13. 14.

INCOMING LOUNGE

6131 (20'-1") X 5744 (18'-10'')-626 (2'-1") X 682 (2'-3'')

115 MM [5" FT.]

7. a) b) 8. 9.

115 MM [5" FT.]

15. 16. 17.

ROOM 1810 (5' 11") X 3115 (10' 3")

LIFT 1350 (4'-5") X 1295 (4'-3'')

2224 (7'-4") X 2160 (7'-1'')

2160 MM [7'-1" FT.]

2160 MM [7'-1" FT.]

115 MM [5" FT.]

TOILET

SHAFT 928 (3' 1") X 2160 (7' 1")

115 MM [5" FT.]

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

TOILET

SHAFT 928 (3' 1") X 2160 (7' 1")

2224 (7'-4") X 2160 (7'-1'')

115 MM [5" FT.]

BEDROOM 2

BEDROOM 2 3685 (12'-1") X 5290 (17'-4'')

5662 MM [18'-7" FT.]

5662 MM [18'-7" FT.]

3685 (12'-1") X 5290 (17'-4'')

GUEST BEDROOM

GUEST BEDROOM

4314 (14'-2") X 5662 (18'-7'')

4314 (14'-2") X 5662 (18'-7'')

115 MM [5" FT.]

1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

28000 MM [91'-10" FT.]

28000 MM [91'-10" FT.]

28000 MM [91'-10" FT.]

28000 MM [91'-10" FT.]

puja DOUBLE HEIGHT FAMILY LOUNGECENTRAL SPACE 17X20 FT

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

115 MM [5" FT.]

UP

UP

STORE

TOILET

2686.5 (8'-10") X 3147 (10'-4'')

2686.5 (8'-10") X 3147 (10'-4'')

FOR REFERENCE FOR TENDER/ESTIMATION 20426 MM [67' FT.]

5039.01 [16'-6"]

20426 MM [67' FT.]

5039 MM [16'-6" FT.]

KIDS PLAY AREA

5039.01 [16'-6"]

5039 MM [16'-6" FT.]

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

STORE

TOILET

DRESS 2686 (8' 10") X 1661 (5' 5")

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

DRESS 2686 (8' 10") X 1661 (5' 5")

91 MM [4" FT.]

CLIENT :

Mr. Rajesh

91 MM [4" FT.]

ADDRESS: Residence ,Sector -15 ,Noida CONTACT NOE-MAIL : WEBSITE :

KITCHEN

115 MM [5" FT.]

6210.27 [20'-4"]

6210.27 [20'-4"]

BEDROOM BALCONY

4755 MM [15'-7" FT.]

ARCHITECT: 4479 (14'-8") X 6104 (20')

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

2837.83 [9'-4"]

1270.02 [4'-2"]

2111.86 [6'-11"]

store

1270 MM [4'-2" FT.]

1270.02 [4'-2"]

5331 (17'-6") X 4755 (15'-7'')

115 MM [5" FT.]

2111.86 [6'-11"] 1270 MM [4'-2" FT.]

BALCONY

4755 MM [15'-7" FT.]

BEDROOM 4479 (14'-8") X 6104 (20')

2493.88 [8'-2"]

SIGNATURE/STAMP

KITCHEN

5331 (17'-6") X 4755 (15'-7'')

WASHING

FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

WASHING 2493.88 [8'-2"]

115 MM [5" FT.]

store

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04

2837.83 [9'-4"]

DRAWING NO:

1500 MM [4'-11" FT.]

1500 MM [4'-11" FT.]

115 MM [5" FT.]

GREEN LAWN

1 OF 1 GREEN LAWN

THIRD FLOOR PLAN SECOND FLOOR PLAN

R5

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Rajesh ADDRESS: Residence ,Sector -15 ,Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


15000 MM [49'-3" FT.]

15000 MM [49'-3" FT.]

3050 MM [10' FT.]

11950 MM [39'-2" FT.]

3050 MM [10' FT.]

11950 MM [39'-2" FT.]

2.10 BRICK WALL FROM TOP OT DRAINL

2.10 BRICK WALL FROM TOP OT DRAINL 3100 MM [10'-2" FT.]

3100 MM [10'-2" FT.]

REAR SETBACK 3100 WIDE

REAR SETBACK 3100 WIDE

A 11950 MM [39'-2" FT.]

11950 MM [39'-2" FT.]

2820 MM [9'-3" FT.]

2820 MM [9'-3" FT.]

11490 MM [37'-8" FT.]

2.10 BRICK WALL FROM TOP OT DRAINL

07

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

STILT FOR PARKING 11.49 X 14.61 =167.86 SQM.

14610.00

1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

SIDE SETBACK 3050 WIDE

SIDE SETBACK 3050 WIDE

30100 MM [98'-9" FT.]

30100 MM [98'-9" FT.]

21900 MM [71'-10" FT.]

21900 MM [71'-10" FT.]

PROPOSED SITE AREA=11.95X21.90=261.705 SQM.

21900 MM [71'-10" FT.]

21900 MM [71'-10" FT.]

LVL+0.60

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Ujjwal ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

UP D1 W1

2500.00

TREES-2

R.W.H.

5100 MM [16'-9" FT.]

5100 MM [16'-9" FT.]

FRONT SETBACK 5.1 M WIDE

AESTOM

A'

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

FRONT SETBACK 5.1 M WIDE

GAURD ROOM

2500.00

3600.05

1.0M.W.RAMP

ENVELOPE PLAN FOR STILT & UPPER GROUND FL.

AESTOM/IND/NDA/15-R-04 GATE

1.00 BRICK WALL+1.10 HIGH RAILING FROM TOP OT DRAINL

STILT FLOOR PLAN

3600.05

SIGNATURE/STAMP

DOCUMENT N0.

GAURD ROOM

GATE 1.00 BRICK WALL+1.10 HIGH RAILING FROM TOP OT DRAINL

SIGNATURE/STAMP

ARCHITECT:

DRAWING NO:

4.50

1.0M.W.RAMP

1 OF 2

R5

A100.1 REVISION:

UNIT:

NON


GROUND AND FIRST FLOOR AREA CALCULATION

AGRICULTURE LAND

SN. 1 A B

PLOT NO. PLOT NO. PLOT NO. B27 B28 B26

24.0 M. WIDE ROAD

11.95 X 21.90 1.50 X 2.10 1.00 X 1.00 TOTAL

AREA 261.705 SQM. - 3.15 SQM. - 1.00 SQM. 257.555 SQ.M

SECOND FLOOR AREA CALCULATION

SN. 1 A B

11.95 X 13.60 1.50 X 2.10 1.00 X 1.00

AREA 162.52 SQM. - 3.15 SQM. - 1.00 SQM.

TOTAL

158.37 SQ.M

KEY PLAN

1

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

GUARD ROOM 3.60 X 2.50 9.00 SQM. FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

A

B

A

ENVELOP PLAN FOR GUARD ROOM

B

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

1

Mr. Ujjwal GUARD ROOM 3.760 X 6.990 26.282 SQM.

ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

ENVELOP PLAN FOR MUMTY ENVELOP PLAN FORGROUND AND FIRST FLOOR

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

ENVELOP PLAN FOR SECOND

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R0

A001 REVISION:

UNIT:

NON


1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

SIDE ELEVATION 450 high parapet wall MUMTY LVL +14850

1050 high parapet wall TERRACE FLR LVL +12000

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

1050 high parapet wall FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM SECOND FLR LVL +8250

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Ujjwal

FIRST FLR LVL +4500

ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 PLINTH LVL +1500 PLOT LVL +550 DRAIN LVL ±00

DRAWING NO:

2 OF 2

R5

201 REVISION:

UNIT:

NON


FRONT ELEVATION 450 high parapet wall MUMTY LVL +14850

1050 high parapet wall TERRACE FLR LVL +12000

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

SECOND FLR LVL +8250

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Ujjwal FIRST FLR LVL +4500

ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 PLINTH LVL +1500 PLOT LVL +550 DRAIN LVL ±00

DRAWING NO:

1 OF 2

R5

A202 REVISION:

UNIT:

NON


1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

SECTION AA' 450 high parapet wall MUMTY LVL +14850

RB-101

RB-101

CB-103

IN THE PROCESS

1050 high parapet wall 73 72

TERRACE FLR LVL +12000

CB-103

RB-101

69

RB-101

RB-101

RB-101

71 70 68 67 66

FROM - 49 TO 73 Width - 1500 mm Tread - 300 mm Riser - 150 mm

65 64 63 62 61 60

59

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

RI

58 57

TOILET TOILET

56 55 54

APPROVED

REVISION

CHECK

1050 high parapet wall

53 52 51 50 49 48 47

SECOND FLR LVL +8250

CB-103

RB-101

RB-101

44

RB-101

45

RB-101

RB-101

RB-101

46

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

43 42 41

FROM - 24 TO 48 Width - 1500 mm Tread - 300 mm Riser - 150 mm

40

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

39 38 37 36 35

34

PRODUCTION HALL

TOILET TOILET

33 32 31 30 29

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

28 27 26 25

CLIENT :

24 23 22

RB-101

RB-101

RB-101

RB-101

RB-101

RB-101

21 20 19

FIRST FLR LVL +4500

CB-103

ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

18 17 16

FROM - 1 TO 23 Width - 1500 mm Tread - 300 mm Riser - 150 mm

BEAM BOTTOM

15 14

Mr. Ujjwal

13 12 11

TOILET TOILET

10 9 8

SIGNATURE/STAMP

ARCHITECT:

PRODUCTION HALL

AESTOM

7 6 5

ARCHITECTS PLANNERS & ENGINEERS

4 3 2 1

PLINTH LVL +1500 PLOT LVL +550

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

DRAIN LVL ±00

AESTOM/IND/NDA/15-R-04

SECTION AT AA

DRAWING NO:

1 OF 1

R5

A301 REVISION:

UNIT:

NON


EXTRA BARS 8Ø@150C/C 0.20 L

A

B

C

EXTRA BARS

MAIN BARS

8Ø@150C/C

8Ø@200C/C

0.25L

0.25L

D 0.10 L

MAIN BARS

0.15L

EXTRA BARS

0.15L

11950 MM [39'-2" FT.]

1730 MM [5'-8" FT.]

L

7970 MM [26'-2" FT.] 1835 MM [6' FT.]

.75 M WIDE PROJECTION

7

TYP. BEAM SECTION

4180 MM [13'-9" FT.]

12Ø 5-NOS

150

300

6 RB-101

150

RB-102

RB-101

20Ø 3-NOS(CONT.) 16Ø 2-NOS(EXTRA)

230

450

8Ø@150C/C

4050 MM [13'-3" FT.]

RB-102

CB-103

5 RB-101

20Ø 4-NOS(CONT.) 20Ø 2-NOS(EXTRA)

4050 MM [13'-3" FT.]

RB-102

RB-102 21900 MM [71'-10" FT.]

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

R/S

300

4 2110 MM [6'-11" FT.]

RB-101

4745 MM [15'-7" FT.] 150

SHAFT 1.0X1.0

RB-103

RB-103

RB-103

1730 MM [5'-8" FT.]

LIFT 1.5X2.1

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

20Ø 3-NOS(CONT.) 16Ø 2-NOS(EXTRA)

3

600

2250 MM [7'-5" FT.]

RB-102

RB-103

UP

10Ø@150C/C

2

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

RB-101

RB-103

RB-102

4960 MM [16'-3" FT.]

Mr. Ujjwal ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

25Ø 4-NOS(CONT.) 25Ø 2-NOS(EXTRA)

3530 MM [11'-7" FT.]

RB-101 RB-101

1

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

NOTE:-

COVER & GRADE OF REINFORCEMENT. FOUNDATION COLUMN BEAMS SLABS

SIGNATURE/STAMP

ARCHITECT:

= 50 = 35 = TWICE OF DIA- OF BAR = 20

M 20 M 25 M 25 M 25

1. THIS DRAWING IS TO READ IN CONNECTION WITH ARCH. DRG. 2. FOLLOW THE WRITTEN DIMENSIONS ONLY AND DO NOT SCALE. 3. SOIL BEARING CAPACITY IS 10.0 TN./SQ.MTS AS PER TOLD BY CLIENT 4. USE GRADE OF CONC- M-20 AND GRADE OF STEEL Fe-500. 5. DEVLOPMENT LENGTH IS 50 TIME THE DIA- OF BAR 6. THIS FOUNDATION DESIGN FOR THE STILT+4 ONLY 7. THIS CLOUMN UN SUPPRTED HEIGHT IS DESIGN 4.5M ONLY

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 4

R0

S100 REVISION:

UNIT:

NON


A

C

B

D 230 11950 MM [39'-2" FT.]

1730 MM [5'-8" FT.]

3050 MM [10' FT.] 9805 MM [32'-2" FT.]

P.L. 8Ø RING @150 C/C

16Ø 4-NOS

3# 16 MM Ø (CONT-)

3# 16 MM Ø (CONT-)

8Ø RING @200 C/C

8Ø RING @200 C/C

350

3100 MM [10'-2" FT.]

REAR SETBACK 3100 WIDE

AS PER SITE

.75 M WIDE PROJECTION

7

350

PB-101

PB-101

4180 MM [13'-9" FT.]

450

500

PB-101

G.L.

230

300

6 1800

150 150

580

675

PB-101

PB-101

R/S

PB-102

TOILETPB-102

PB-102

PANTRY

PB-101 22

2

21

3

20

4

19

5

18

6

17

7

16

8

15

9

14

10

13

11

OFFICE AREA 7.96X6.83

NOTE:-

2

12

PB-101

5100 MM [16'-9" FT.]

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

1

FRONT SETBACK 5.1 M WIDE

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

3

PB-101

UP 1

PB-101

PB-101

4960 MM [16'-3" FT.]

2250 MM [7'-5" FT.]

MANDIR

23

1

LOCKER

SHAFT 1.0X1.0

LIFT 1.5X2.1

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

4

PB-102

TOILET

SIDE SETBACK 3050 WIDE

2110 MM [6'-11" FT.]

TOILET

P.C.C.100 MM THICK ( 1:4:8)

TYP. WALL SECTION

PB-101

21900 MM [71'-10" FT.]

4050 MM [13'-3" FT.]

PB-103

PB-103

PB-102

100

PB-101

PB-101

4050 MM [13'-3" FT.]

450

5

3# 20MM Ø (CONT-)

3# 20MM Ø (CONT-)

350

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THIS DRAWING IS TO READ IN CONNECTION WITH ARCH. DRG. 2. FOLLOW THE WRITTEN DIMENSIONS ONLY AND DO NOT SCALE. 3. SOIL BEARING CAPACITY IS 10.0 TN./SQ.MTS AS PER TOLD BY CLIENT 4. USE GRADE OF CONC- M-20 AND GRADE OF STEEL Fe-500. 5. DEVLOPMENT LENGTH IS 50 TIME THE DIA- OF BAR 6. THIS FOUNDATION DESIGN FOR THE STILT+4 ONLY COVER & GRADE OF REINFORCEMENT. FOUNDATION COLUMN BEAMS SLABS

= 50 = 35 = TWICE OF DIA- OF BAR = 20

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Ujjwal ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

M 20 M 25 M 25 M 25

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

GUARD ROOM

AESTOM/IND/NDA/15-R-04 GATE

DRAWING NO:

2 OF 4

S101

1.0M.W.RAMP

R0

REVISION:

UNIT:

NON


A

C

B

D 11950 MM [39'-2" FT.]

1730 MM [5'-8" FT.]

FOOTING SCHEDULE

3050 MM [10' FT.] 9805 MM [32'-2" FT.]

FOOTING MARK

3100 MM [10'-2" FT.]

REAR SETBACK 3100 WIDE

FOOTING SIZE LENGTH BREATH

THICKNESS

FROM N.G.L.

DEPTH

D

REINFORCEMENT BOTTOM

TOP

2700 MM [8'-10" FT.]

F-1

1200 MM [3'-11" FT.]

F-1

485 MM [1'-7" FT.]

150 MM [6" FT.]

150 MM [6" FT.]

C1

F1

2400

2700

1800

450

16 MM DIA- @ 150 C/C

12 MM DIA- @ 200 C/C

F2

2300

2600

1800

450

16 MM DIA- @ 150 C/C

12 MM DIA- @ 200 C/C

CF-1

4830

2600

1800

450

16 MM DIA- @ 150 C/C

12 MM DIA- @ 200 C/C

CF-2

4360

3010

1800

450

16 MM DIA- @ 150 C/C

12 MM DIA- @ 200 C/C

300 MM [1' FT.]

2400 MM [7'-10" FT.]

.75 M WIDE PROJECTION

7

C1 1350 MM [4'-5" FT.]

F-1

F-1

485 MM [1'-7" FT.]

300 MM [1' FT.]

150 MM [6" FT.]

150 MM [6" FT.]

C1

C1

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

** DEPTH AS PER MANUFACTURAR

6

FLOOR LEVEL F-1

F-1 300 MM [1' FT.]

485 MM [1'-7" FT.]

150 MM [6" FT.]

150 MM [6" FT.]

5

G.L

C1

C1

75

21900 MM [71'-10" FT.]

1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

75

R/S

APPROVED

REVISION

RI CHECK

3010 MM [9'-11" FT.]

1800

1165 MM [3'-10" FT.]

115 MM [5" FT.]

150 MM [6" FT.]

C3

C3

300 MM [1' FT.]

150 MM [6" FT.]

TOILET

115 MM [5" FT.]

PANTRY

300 MM [1' FT.]

C3 2250 MM [7'-5" FT.]

1100 MM [3'-7" FT.]

C3

MANDIR

F-2

CF-1

185 MM [7" FT.]

150 MM [6" FT.]

UP 23

1

22

2

21

3

20

4

19

5

18

6

17

7

300 MM [1' FT.]

150 MM [6" FT.]

C2

150 MM [6" FT.]

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

100 P.C.C. 1:4:8

3

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

SECTION AT X-X

2

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

C2

1450 MM [4'-9" FT.]

150 MM [6" FT.]

4

LOCKER

SHAFT 1.0X1.0

TOILET

300 MM [1' FT.]

C1

TOILET

4360 MM [14'-4" FT.]

LIFT 1.5X2.1

115 MM [5" FT.]

C2

F-1

150 MM [6" FT.]

SIDE SETBACK 3050 WIDE

115 MM [5" FT.]

1150 MM [3'-9" FT.]

CF-2

CLIENT :

OFFICE AREA

Mr. Ujjwal

1150 MM [3'-9" FT.]

4960 MM [16'-3" FT.]

16

7.96X6.83

8

X

15

9

14

10

13

11 12

ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

X

4830 MM [15'-10" FT.] 2600 MM [8'-6" FT.]

448 MM [1'-6" FT.]

F-2

C2

300 MM [1' FT.]

2300 MM [7'-7" FT.]

450 MM [1'-6" FT.]

C2

1150 MM [3'-9" FT.]

C2

150 MM [6" FT.]

2600 MM [8'-6" FT.]

CF-1

185 MM [7" FT.]

1

1300 MM [4'-3" FT.] 1150 MM [3'-9" FT.]

FRONT SETBACK 5.1 M WIDE

PLAN GUARD ROOM GATE

GROUND FLOOR

1.0M.W.RAMP

FOUNDATION PLAN NOT TO SCALE

1. THIS DRAWING IS TO READ IN CONNECTION WITH ARCH. DRG. 2. FOLLOW THE WRITTEN DIMENSIONS ONLY AND DO NOT SCALE. 3. SOIL BEARING CAPACITY IS 10.0 TN./SQ.MTS AS PER TOLD BY CLIENT 4. USE GRADE OF CONC- M-20 AND GRADE OF STEEL Fe-500. 5. DEVLOPMENT LENGTH IS 50 TIME THE DIA- OF BAR 6. THIS FOUNDATION DESIGN FOR THE GOUND+3 ONLY

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04

COVER & GRADE OF REINFORCEMENT. FOUNDATION COLUMN BEAMS SLABS

SIGNATURE/STAMP

ARCHITECT:

NOTE:-

1150 MM [3'-9" FT.]

150 MM [6" FT.]

5100 MM [16'-9" FT.]

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

= 50 = 40 = TWICE OF DIA- OF BAR = 20

DRAWING NO:

M 20 M 25 M 25 M 25

3 OF 4

R0

S103 REVISION:

UNIT:

NON


A

C

B

SCHEDULE OF COLUMNS

D 11950 MM [39'-2" FT.]

1730 MM [5'-8" FT.]

3050 MM [10' FT.] 9805 MM [32'-2" FT.]

LD

3100 MM [10'-2" FT.]

REAR SETBACK 3100 WIDE

Main Bar-25Ø-4 NOS 20Ø-8 NOS STRP-8Ø@150C/C 2- LEGGED

Main Bar-20Ø-10 NOS

SIZE - 300 X 600

SIZE - 300 X 600

SIZE - 230 X 600

C2

C3

STRP-8Ø@150C/C 2- LEGGED

Main Bar-20Ø-08 NOS -16Ø-02 NOS STRP-8Ø@150C/C 2- LEGGED

.75 M WIDE PROJECTION 485 MM [1'-7" FT.]

300 MM [1' FT.]

150 MM [6" FT.]

150 MM [6" FT.]

7

C1

4180 MM [13'-9" FT.]

C1

C1 485 MM [1'-7" FT.]

300 MM [1' FT.]

150 MM [6" FT.]

150 MM [6" FT.]

C1

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

6

4050 MM [13'-3" FT.]

C1

300 MM [1' FT.]

485 MM [1'-7" FT.]

150 MM [6" FT.]

150 MM [6" FT.]

5

C1

4050 MM [13'-3" FT.]

C1

21900 MM [71'-10" FT.]

R/S

150 MM [6" FT.]

2110 MM [6'-11" FT.]

C3

C3

LIFT 1.5X2.1

115 MM [5" FT.]

150 MM [6" FT.]

TOILET

TOILET

C3

2250 MM [7'-5" FT.]

MANDIR

185 MM [7" FT.]

4960 MM [16'-3" FT.]

150 MM [6" FT.]

UP 150 MM [6" FT.]

23

1

22

2

21

3

20

4

19

5

18

6

17

7

16

8

15

300 MM [1' FT.]

150 MM [6" FT.]

150 MM [6" FT.]

C2

2

C2 OFFICE AREA

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

CLIENT :

7.96X6.83

Mr. Ujjwal ADDRESS:Warehouse Design , Plot no. B 27, UK-1,Ecotech-3,G.Noida CONTACT NOE-MAIL : WEBSITE :

11

185 MM [7" FT.]

150 MM [6" FT.]

C2

C2

448 MM [1'-6" FT.]

300 MM [1' FT.]

150 MM [6" FT.]

FRONT SETBACK 5.1 M WIDE GUARD ROOM GATE

GROUND FLOOR

1.0M.W.RAMP

SIGNATURE/STAMP

ARCHITECT:

1

AESTOM

NOTE:5100 MM [16'-9" FT.]

RI

SI

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

LD

450 MM [1'-6" FT.]

SI

SS

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

12

C2

SS

REVISED FACADE CHANGE

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

3

10

13

REVISED FACADE CHANGE

17-07-2021

4

9

14

16-07-2021

2

LOCKER PANTRY

300 MM [1' FT.]

C3

C1

TOILET SHAFT 1.0X1.0

115 MM [5" FT.]

300 MM [1' FT.]

1

300 MM [1' FT.]

115 MM [5" FT.]

150 MM [6" FT.]

SIDE SETBACK 3050 WIDE

115 MM [5" FT.]

C2

1. AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. 3. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. 4. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. 6. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) 7. COVER a) FOOTING : 50MM b) PEDESTAL : 40mm 8. CONCRETE MIX : M25 9. REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 10. TOP REINF. 11. BOTTOM REINF. 12. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L 13. THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. 14. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. 15. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. 16. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. 17. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

ARCHITECTS PLANNERS & ENGINEERS

1. THIS DRAWING IS TO READ IN CONNECTION WITH ARCH. DRG. 2. FOLLOW THE WRITTEN DIMENSIONS ONLY AND DO NOT SCALE. 3. SOIL BEARING CAPACITY IS 10.0 TN./SQ.MTS AS PER TOLD BY CLIENT 4. USE GRADE OF CONC- M-20 AND GRADE OF STEEL Fe-500. 5. DEVLOPMENT LENGTH IS 50 TIME THE DIA- OF BAR 6. THIS FOUNDATION DESIGN FOR THE GOUND+3 ONLY

= 50 = 40 = TWICE OF DIA- OF BAR = 20

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

4 OF 4

COVER & GRADE OF REINFORCEMENT. FOUNDATION COLUMN BEAMS SLABS

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

M 20 M 25 M 25 M 25

R0

S104 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14.

MUMPTY PARAPET WALL +15100 MUMPTY +14650

15. 16. 17.

TERRACE PARAPET WALL +12900

19

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

TERRACE +11850

18 17 16

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19

SECOND FLOOR +8400

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19

FIRST FLOOR +4950

18 17 16 15 14 13 12 11 10 9 8 7 6

ISSUE

DATE

APPROVED

REVISION

CHECK

5 4 3 2 201

21 GROUND FLOOR +1500

19 18 17 16 15 14 13 12 11 10 9 8

PLINTH LVL +450

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

ROAD LVL ±00

7

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

6 5 4 3 2 1 0

BASEMENT -2100

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

MS. Max Solutions Pvt. Ltd. ADDRESS:

1500

300 300 300 300 300 300

Plot no. E-23, Site-c , G.Noida (UP), CONTACT NOE-MAIL : WEBSITE :

1500

1500

SIGNATURE/STAMP

ARCHITECT: 125 MM THICK R.C.C SLAB

1500

12

5 4

4

3

3

13 14 15 16

11

7

8

10

9

6

12

5

13 14 15 16

11

10

7

8

9

6

12

13 14 15 16

11

7

8

75 MM FLOOR FINISH

17

2

17

2

18 19

18 19

3

18 19

150 MM THICK R.C.C SLAB

1

1

4

1

22

17

20 21

2

18 19

1

3

17

2

300

5

300

300

4

16

6

300

10

5

7

300

9

6

12

15

14

11

13

10

9

8

300

230X500 MM BEAM

AESTOM

25 MM STONE FINISH 75 MM FLOOR FINISH

ARCHITECTS PLANNERS & ENGINEERS 20 MM NOSING

125 MM THICK R.C.C SLAB

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

300 TERRACE PARAPET WALL +12900

SECOND FLOOR +8400

SECOND FLOOR +8400

FIRST FLOOR +4950

FIRST FLOOR +4950

GROUND FLOOR +1500

BASEMENT -2100

GROUND FLOOR +1500

DETAIL AT A

DETAIL AT B

DETAIL AT C

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. MUMPTY PARAPET WALL +15100

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

MUMPTY +14650

TERRACE PARAPET WALL +12900

19 18

TERRACE +11850

17 16 15 14 13 12 11 10 9 8 7 6

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

5 4 3 2 1 19 18

SECOND FLOOR +8400

17 16 15 14 13 12 11 10 9 8 7 6

ISSUE

DATE

APPROVED

REVISION

CHECK

5 4 3 2 1 19 18

FIRST FLOOR +4950

17 16 15 14 13 12 11 10 9 8 7 6

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

5 4 3 2 1 GROUND FLOOR +1500

PLINTH LVL +450 ROAD LVL ±00

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

BASEMENT -2100

MS. Max Solutions Pvt. Ltd. ADDRESS: Plot no. E-23, Site-c , G.Noida (UP), CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6.

450 MM HIGH PARAPET WALL MUMPTY PARAPET WALL +15100 MUMPTY +14650

1050 MM HIGH PARAPET WALL

7. a) b) 8. 9. 10. 11. 12. 13. 14.

1050 MM HIGH GLASS POOL WALL

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

TERRACE PARAPET WALL +12900

15. 16. 17.

TERRACE +11850

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

SECOND FLOOR +8400

ISSUE

DATE

APPROVED

REVISION

CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

FIRST FLOOR +4950

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

MS. Max Solutions Pvt. Ltd. ADDRESS: Plot no. E-23, Site-c , G.Noida (UP), CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT: GROUND FLOOR +1500

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

PLINTH LVL +450

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

ROAD LVL ±00

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04

FRONT ELEVATION

DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


1.

25000 16000

4500

4500 2.

4500

2575

3. 4. 5. 6.

UP

UP

7. a) b) 8. 9.

16000

O

RS

W/V

197X431

STORE (477X200)

5

4550

W/V 22

4550

D1 W/V

10. 11. 12. 13. 14. 15. 16. 17.

STORE (477X348)

D

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

WORKING TABLE

D1

WIP STORAGE AREA (477X348)

28000

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

4550

40000

FG STORE (477X1000)

4550

40000

2

28000

WORKING TABLE

W/V

4550

4550

D1

4550

4550

RS1 WORKING TABLE

W/V

11

W/V 1 18 DD

TOILET (132X175)

D1

D2

D1

GENTS CHANGE ROOM & TOILET (200X275)

WC

D2 (132X116) O

D1

W

9 UP W/V

UP

RS1

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

TOILET

CLIENT :

(132X175)

D2

4550

RECEPTION (611X409)

O

4550

CONFERENCE (340X409)

D2 (132X116)

D2 (132X116)

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

6

WC

D1

WC

(175X117)

D1

GENTS CHANGE ROOM & TOILET (200X275)

16

(175X117)

D1

LIFT (200X326)

4550

D2 (132X116)

EDP ROOM D1 (340X270) Al.,,PARTITION 9'Feet Ht D1

W/V

6

WC

PASSAGE

17

STORE (200X326)

PASSAGE

16

(511X270)

W/V

DD

LIFT (200X326)

4550

STORE (200X326)

Mr. /Mrs. ADDRESS: CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

4570

4955 3000

1.2M

7500

4970

3000

RWH

4970

4570

3000

BASEMENT FLOOR PLAN A (MAIN SHED)

4955

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

4500

4500

1 OF 1

R5

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6.

UP

UP

O

7. a) b) 8. 9.

BALCONY RS WORKING TABLE

W/V SOAK TEST ROOM (451X270)

197X431

STORE (477X200)

8 W/V

22

4550

D1 W/V

5

STORE (477X348)

W/V

4550

RS

W/V

W/V

15. 16. 17.

ST0RE (451X270)

D

10. 11. 12. 13. 14.

DD

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

RS1 WIP STORAGE AREA (477X348)

D1

4550

4550

9' Ht, Al,. PARTITION WORKING TABLE

RS1

W/V 21

4550

W/V

4550

W/V

11

W/V 14 WORKING TABLE

W/V

W/V

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

4550

FG STORE (477X1000)

4550

2

WORKING TABLE

WORKING TABLE

19

WORKING TABLE

WORKING TABLE

D1

7

1 18 DD

D1 W/V

CONFERENCE (340X409)

RECEPTION (571X409)

WC

D1

D2 (132X116) O

TOILET

17

(132X175)

D1

D1

9

MANAGER CABIN (477X276)

D2 W/V

GENTS CHANGE ROOM & TOILET (200X275)

(132X116)

WC

O

D2

(132X116)

CLIENT :

(132X175)

D2

D1

17 W/V

UP

D1

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

TOILET

W

UP RS1

PASSAGE (434X580)

MANAGER CABIN (477X276)

4550

16

D1

W W/V

15

D2

WC

4550

D1

GENTS CHANGE ROOM & TOILET (200X275)

W/V

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

LIFT (200X326)6

4550

D1

Al.,,PARTITION 9'Feet Ht

DOCUMENTAION ROOM (477X276)

(175X117)

D2 (132X116)

D1

(175X117)

EDP ROOM (340X270)

6

WC

PASSAGE

17

STORE (200X326)

D1

PASSAGE

16

(511X270)

W/V

DD

LIFT (200X326)

4550

STORE (200X326)

Mr. /Mrs. ADDRESS: CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

4970

4570

4955

4970

4570

4955

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

GROUND FLOOR PLAN A (MAIN SHED)

FIRST FLOOR PLAN A

R5

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6.

UP BALCONY

W/V

W

4550

4550

WORKING TABLE

(100X455)

(100X455)

D1

RS

W/V

W

DOCUMENTATION ROOM (462X443)

W/V

BALCONY

RS

W/V

7. a) b) 8. 9.

UP

10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

DD

4

3

URINALS

GENTS CHANGE ROOM & TOILET (200X275)

2

4

RI

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

3

Mr. /Mrs.

CONFERENCE-3 (827X409)

W

4550

4550

D1

W 3

W1

FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT

CLIENT :

TOILET (261X175) D2

W

W1

SI

SS

THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

D1

TOILET (261X175)

UP

D1

4550

WC (132X116)

D2

17

4550

DINNING HALL UPS ROOM (479X449)

1

PASSAGE (434X580)

MANAGER CABIN (477X276)

SS

REVISED FACADE CHANGE

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM

LIFT (200X326)

W

(132X116)

D1

D1 W/V

WC

D2

MANAGER CABIN (477X276)

4550

1 16

D1

10

REVISED FACADE CHANGE

17-07-2021

(959X355)

DD

LIFT (200X326)

STORE (200X326) D1

16-07-2021

2

4550

4550

4

4 REST ROOM (477X347)

D1

EDP ROOM (585X150)

1

D1

1

W/V 10

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016

D1

W

DD 15

4550

8' brick wall above AC sheet cladding STORAGE AREA (1445X1910)

8' Ht.,Al, PARTITION

9' Ht.,Al, PARTITION @FALSE CEILING

D1

W

W

W/V

4550

STORE (851X811)

W

OFFICE (585X1225)

W/V

W

W

RS1

W/V

4550

D1

W1

ADDRESS: CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

W1

AESTOM

ARCHITECTS PLANNERS & ENGINEERS

4970

4570

4955

4970

4570

4955

Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5 SECOND FLOOR PLAN A

THIRD FLOOR PLAN A

A501 REVISION:

UNIT:

NON


1.

2. 3. 4. 5. 6. 7. a) b) 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

AESTOM IS RESPONSIBLE FOR DESIGN & DRAWING ONLY. THE ACTUAL EXECUTION AT SITE AS PER SPECIFICATIONS AND DRAWING IS OUT OF SCOPE OF AESTOM AND IS RESPONSIBILITY OF CLIENT STAFF/PMC. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS. DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS ARE STRUCTURAL LEVELS ONLY. FOR GENERAL NOTES AND STANDARD DETAILS REFER DRG. NO.AESTOM/KK-GN/S-1-0(3 SHEETS) COVER FOOTING : 50MM PEDESTAL : 40mm CONCRETE MIX : M25 REINFORCEMENT : REINF. STEEL SHALL BE TMT BARS OF GRADE Fe500 CONFIRMING TO IS 1786-2008 TOP REINF. BOTTOM REINF. NET BEARING CAPACITY = 14T/M² AT 2M BELOW FROM N.G.L THE BUILDING HAS BEEN DESIGNED FOR (STILT+UGF+2) FLOORS. STAIR,RAMP FLIGHT STARTER & LIFT LOCATION REFER ARCHITECTURAL DRG. SUMP LOCATION REFER ARCHITECTURAL/PLUMBING DRG. ALL LEVELS ARE TO BE TAKEN FROM ARCHITECTURAL DRAWINGS. ALL STITCH SLAB TO BE KEPT ON HOLD TILL FINALIZATION OF EQUIPMENT FOUNDATION BASED ON SPECIALIZED VENDOR

1. THE COLUMNS (RECTANGULAR) OR COLUMN LEG (L SHAPED) SHALL BE SYMMETRICAL ABOUT CENTER LINES. 2. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT ANY SECTION. LAP LENGTH IN LONGITUDINAL BARS SECTION. LAP LENGTH IN LONGITUDINAL BARS 3. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT ACCORDING TO C.P.W.D. SPECIFICATIONS, 2009 (VOL.-I & VOL.-II) WITH CORRECTION SLIPS AND IS:456-2000. 4. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO SP-34:1987.IS-456:2000, IS-13920:2016 1

16-07-2021

REVISED FACADE CHANGE

SS

SI

RI

2

17-07-2021

REVISED FACADE CHANGE

SS

SI

RI

3

21-07-2021

REVISED FACADE CHANGE

SS

SI

RI

4

2607-2021

REVISED FACADE CHANGE

SS

SI

RI

5

28-07-2021

REVISED FACADE CHANGE

SS

SI

ISSUE

DATE

APPROVED

REVISION

RI CHECK

FOR ANY DESIGN (INTERIOR DETAILS, FINISHES AND ARCHITECTURE DETAILS,PLEASE REFER THE ATTACHED IMAGE ALONG WITH OR CONTACT AESTOM FOR REFERENCE FOR TENDER/ESTIMATION FOR SUBMISSION FOR REVIEW FOR CONSTRUCTION AS-BUILT THE DWGS. ARE BASED ON THE DOCUMENTS PROVIDED BY THE CLIENTS. THE DESIGN HAS BEEN BASED UPON THE CURRENT BYLAWS & NORMS SPECIFIED BY THE RELATIVE AUTHORITIES.

CLIENT :

Mr. Mr. Manoj Kr. ADDRESS: Delta -1_Facade Design CONTACT NOE-MAIL : WEBSITE :

SIGNATURE/STAMP

ARCHITECT:

AESTOM

ARCHITECTS PLANNERS & ENGINEERS Noida - Gr. Noida Office CONTACT NO- +918076987165, +919891743211 E-MAIL : aestom2011@gmail.com WEBSITE : www.aestom.com

SIGNATURE/STAMP

DOCUMENT N0.

AESTOM/IND/NDA/15-R-04 DRAWING NO:

1 OF 1

R5

A501 REVISION:

UNIT:

NON


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.