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