TRAINING WORK
PRACTICAL
University School of Architecture and Planning
Chetan Kataria. B.Arch 2017
Work Experience 1- Neeraj Manchanda Architects, CR Park- (Student Internship, 3 months,2016) Experience gained in Hospitality a mix use development project in Shimla. Layout of Club house, 4BHK villa and working drawings.
CONTENTS
2- HK Architects, Okhla Phase II- (Student Internship, 6 months, 2016-17 Experience gained in Residential Project in Chail and Design Competitions in New delhi. Layouts for Sanction drawings, 3D modeling for conceptualization, and make physical models.
TRAINING WORK
PROFILE
Neeraj Manchanda Architects Dakshaa Shimla, Club House, Amila hills (Design development ,Architectural layouts, 3D modeling, Rendering,Area brief, Presentation work) MDI, Boys hostel, Gurgaon (Conceptualization, Presentation work) Dakshaa Shimla, 4BHK Villa, Amila hills (Architectural Layouts, 3D modeling) Tent house, Snowleopard, Rishikesh (Workign drawings) Salvation Tress School, Gurgaon (Working drawing- Staircase detail)
HK Architects Resort, Ekam Chail, Himachal Pradesh (Conceptualization, Design development, Architectural layouts, 3D modeling, Rendering, Model making) National War Memorial, New Delhi (3D modeling, Rendering,Presentation work, Model making) National War Museum, New Delhi (Conceptualization, 3D modeling, Rendering, Presentation work, Model making Design Staircase, Ekam Chail, HP (Conceptualization, 3D modeling, Designing ,Rendering, Basic drawings) Model making of previous projects
Chetan Kataria. B.Arch 2017
ARCHITECTS
NEERAJ MANCHANDA
CLUB HOUSE
AMILA HILLS
Amila hills
Dakshaa Shimla Mater plan
Club house
KEY PLAN
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000 KEY PLAN SPACE LEGEND
3565
1. 2. 3. 4.
5965 UNLOADING BAY/ PARKING
2840 1865
7 3000 8135
8250
5. 6. 7.
ENTRANCE RAMP ENTRANCE LIFT LOBBY RECEPTION LOUNGE KITCHEN SUPPORT/ UTILITY/ STAFF OFFICE SERVICE STIRCASE KITCHEN UNLOADING BAY/ PARKING
5965 3000
3000
3000
106 1
6
20840
11770 W- 1200 R- 150 T- 300 7
3000
5 5
3
1
UP 29
3000
9
9000
27
11
25
13
4606
23
15
8770 RETAINING WALL AS / STRUCTURE
21
17
8810
1465
10773 11770
8805 UP
38770LOUNGE RECEPTION LVL± 0
KITCHEN SUPPORT/ UTILITY/ STAFF OFFICE
2400
2000
1770
2000
LVL+2.9 1
ENTRANCE RAMP
3230
4835
3000
3000
705 230
W- 1800 R- 150 T- 300
2165
1800
138° 2247
3753 2 ENTRANCE LIFT LOBBY 3472
1365
REVISIONS
DATE
R1 R2 R3 R4 R5 R6 R7 R8 R9
GENERAL NOTES:
3000
132°
1470
4835
1000 LIFT
S.NO.
R10
LVL± 0 .0
2770
3000
12000
19
4
3000
R O A D
18972
3000
9000
21229
KITCHEN LVL± 0.0
2266
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
3000
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
ROAD
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
DRAWING TITLE
CLUB HOUSE FLOOR PLAN LEVEL ±00 DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-101
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
2 105
CONSULTANTS
N
KEY PLAN
KEY PLAN
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
SPACE LEGEND 8. RAMP ACCESS TO PARTY ROOM 9. PARTY ROOM 10. ENTRANCE LOBBY 11. PANTRY 12. SERVICE STAIRCASE 13. WOMEN`S WASHROOM 13B. MAN`S WASHROOM 14. GYM
9265 900 900
8135
3000
8249
3000 GYM 11999
11135 LVL+4.4
3035
3000
106 1
900
14 300
3000
3000
2965
5770
5999
2475
PANTRY 11 5770
SAUNA
2770 13B
UP
W- 1200 12 R150
LOCKER
T- 300
12000
9230 9000
LOCKER
14770 13
TOILET
PARTY ROOM LVL+4.4
9
ENTRANCE LOBBY 10 LVL+4.4
8185
1000 LIFT
2770
3000
3000
SAUNA 9168
R O A D
3000
5770 TOILET
3000
3000
6000 3000
1200 2535 LVL+6.5
1200 1200
LVL+2.9 1878
ENTRANCE RAMP
12000
24000
DECK
RAMP ACCESS TO PARTY ROOM
8
3615
3000 W- 1800 R- 150 T- 300
R2 R3 R4 R5 R6 R7 R8 R9 R10
GENERAL NOTES:
#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
6000
1770 LVL+4.4
REVISIONS
DATE
R1
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
3000
5770
S.NO.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
15035
2165
1800
2265
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
ROAD
DRAWING TITLE
CLUB HOUSE FLOOR PLAN LEVEL +4400 DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-102
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN
KEY PLAN
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
SPACE LEGEND 15. 16. 16B. 17. 18. 19.
9230 900
300 7515
LANDSCAPE DECK OF OUTDOOR SEATING 30 LVL+7.8
LANDSCAPE DECK OF OUTDOOR SEATING
30 8999
900
3000
29
LVL+7.8
11964
BAR
106 1
3300
2700
9403
913
18°
3140
19°
20°
20°
17700
913
2700
3000
8100
18° 3000
19° 2997
3220
5768 19
LANDSCAPE GARDEN FOR OUTDOOR SEATING
9000
20
6700
27
DECK
LVL+7.8
3115
3000
3000
2850
16
12000
24
UP 26 8770
RESTAURANT & COFFEE SHOP
16B
17
W- 1200 R- 150 T- 300
3415
3070 PANTRY 18
6740
EXCLUSIVE DINING
15
7600 2620
LVL+8.0
W- 1200 R- 150 T- 300
23760
21
17885
1200
23
3000
3000
3000
3000 LVL+6.5
1200
RECEPTION
LOUNGE
2498
2000
2850
1840
2570 12035
12000
3000
3000
4635
1365
W- 1800 R- 150 T- 300
REVISIONS
DATE
R1 R2 R3 R4 R5 R6 R7 R8 R9 R10
GENERAL NOTES:
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
3000
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
3000
2915
S.NO.
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
6000
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH
24000 2165
ROAD
3000
1840
1200 ENTRANCE RAMP
DN 2000
11885
DECK LVL+4.4
LVL+2.9 1878
ENTRANCE
22 2807
LVL+8.0
3500
1000 LIFT
2770
3000
LVL+8.0
LOUNGE
2035
ENTRANCE LOBBY 25
2100
17883
1080
TOILET 28
5830
UP
9265
8770
16598
2850 TOILET 9400
9230
R O A D
3000
TOILET 28B
2933
23760
12060
14793
1918
PANTRY
LVL+8.0
25. 26. 27. 28. 28B. 29. 30.
3000
LVL+8.0
2735
20. 21. 22. 23. 24.
EXCLUSIVE DINING MEN`S WASHROOM WOMEN`S WASHROOM STAIRCASE TO PAVILION PANTRY LANDSCAPE GARDEN FOR OUTDOOR SEATING DECK LOUNGE ENTRANCE RECEPTION LOUNGE RESTAURANT/ COFFEE SHOP RECEPTION ENTRANCE SERVICE STAIRCASE PANTRY WOMEN`S WASHROOM MAN`S WASHROOM BAR DECK FOR OUTDOOR SEATING
1800
2265
CLIENT :
DAKSHAA
DRAWING TITLE
CLUB HOUSE FLOOR PLAN LEVEL+8000 DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-103
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN
KEY PLAN
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
SPACE LEGEND
3000
31. PAVILION 32. WOMEN`S WASHROOM 32B. MAN`S WASHROOM
3000 LANDSCAPE DECK OF OUTDOOR SEATING
LANDSCAPE DECK OF OUTDOOR SEATING
LVL+7.8
3000
LVL+7.8
3000 106 1
3000
R O A D
LANDSCAPE GARDEN FOR OUTDOOR SEATING
3000
LVL+7.8
1080
2035
3000
3000
3000
9150
13977
32
3830 9400
7600
LVL+11.6
3000
32B
W- 1200 R- 150 T- 300
3000
7100
TOILET
3000
UP
31
S.NO.
REVISIONS
DATE
R1 R2 R3 R4 R5 R6 R7 R8 R9 R10
GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
1870
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
5965
1900
3000
2300 1080
2035
3000
3000
3000
LVL+6.5
3000
DECK
1878
1200 ENTRANCE RAMP
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
1200
LVL+2.9
#3 READ, DO NOT MEASURE.
LVL+4.4
3000
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH
12000
24000
CLIENT :
DAKSHAA
ROAD
DRAWING TITLE
CLUB HOUSE FLOOR PLAN LEVEL+11600 DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-104
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN
KEY PLAN
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
SPACE LEGEND
3000
28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM
3000
LANDSCAPE DECK OF OUTDOOR SEATING
LANDSCAPE DECK OF OUTDOOR SEATING
LVL+7.8
3000
LVL+7.8
3000 106 1
3000
R O A D
LANDSCAPE GARDEN FOR OUTDOOR SEATING
3000
LVL+7.8
3000
3000
3000
S.NO.
REVISIONS
DATE
R1 R2 R3 R4 R5 R6 R7 R8 R9 R10
GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS.
3000
#3 READ, DO NOT MEASURE.
3000
DAKSHAA SHIMLA PACKAGE 1A AND 1B
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DECK LVL+2.9
LVL+4.4
SITE :
ENTRANCE RAMP
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
ROAD
DRAWING TITLE
CLUB HOUSE ROOF PLAN DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-105
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN
KEY PLAN SPACE LEGEND 28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM
L
LEVEL 04 LVL+15200
M
LEVEL 04 LVL+15200 7
LEVEL 03 LVL+11600
LEVEL 03 LVL+11600
LEVEL 02 LVL+8000
LEVEL 02 LVL+8000
LEVEL 01 LVL+4400
LEVEL 01 LVL+4400
6
5
4
LEVEL 04 LVL+15200
LEVEL 04 LVL+15200
LEVEL 03 LVL+11600
LEVEL 03 LVL+11600
S.NO.
REVISIONS
DATE
R1
LEVEL 02 LVL+8000
LEVEL 02 LVL+8000
R2 R3 R4
LEVEL 00 LVL±00
LEVEL 00 LVL±00
R5 R6 R7 R8 R9 R10
GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
SECTION 1
SECTION 2
#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
DRAWING TITLE
CLUB HOUSE SECTION AA` DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-02-106
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN 8
7
6
5
4
3
2
1
LEVEL 04 LVL+15200
LEVEL 04 LVL+15200
KEY PLAN
LEVEL 03 LVL+11600
LEVEL 03 LVL+11600
LEVEL 02 LVL+8000
LEVEL 02 LVL+8000
LEVEL 01 LVL+4400
LEVEL 01 LVL+4400
LEVEL 00 LVL±00
LEVEL 00 LVL±00
SPACE LEGEND 28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM
S.NO.
A
B
C
D
E
ELEVATION F
G
H
REVISIONS
DATE
R1 R2 R3
I
J
K
L
R4
M
R5 R6 R7 R8 R9 R10
GENERAL NOTES:
LEVEL 04 LVL+15200
LEVEL 04 LVL+15200
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
LEVEL 03 LVL+11600
LEVEL 03 LVL+11600
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
LEVEL 02 LVL+8000
LEVEL 02 LVL+8000
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
LEVEL 01 LVL+4400
LEVEL 01 LVL+4400
DRAWING TITLE
CLUB HOUSE SECTION AA` DRAWN BY: CHETAN SCALE
1 : 100 LEVEL 00 LVL±00
LEVEL 00 LVL±00
CHECKED BY: MADHU
DRAWING NO.
AL-02-106
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
ELEVATION
N
Title Project Date
Area Statement Club House Amila Hills
No. Function Level 8.0 M/11.6 M Reception/Waiting Lounge/ Restaurant Pantry Satellite Kitchen Coffee Shop & Multi Functional Lounge Conservatory/Patio Fitness Centre Gym/Yoga Aerobics Gym Support/Showers/Storage/Lockers Lobby Subtotal 1 Level 4.4 M Restaurant/Bar Cards/Pool Room Pantry/Satellite Kitchen Lobby Washrooms
02-Aug-16 Area (SQ.M.) 40 104 19 296 70 112 113 86
No of units 1 1 1 1 1 2 1 1
No of Total users per Area (sq unit mt)
Total Area (sq ft)
40 104 19 296 70 224 113 86
430 1,119 204 3,185 753 2,410 1,216 925
100 200 30 30
952
10,243
104 122 19 86 25
1,119 1,313 236 925 269
356
3,508
63 146 103
678 1,571 1,108
312
3,357
TOTAL
1,620
17,108
TOTAL COVERED AREA
2,114
22,746
Subtotal 2 Level 0.0 M Entrance Lift Lobby/Lounge Kitchen/ Kitchen Storage/Utility/Staff Subtotal 3
104 122 19 86 25
63 146 103
1 1 1 1 2
1 1 1
100 30
GURGAON
MDI, STUDENT RESIDENCE
Concept proposal MDI Student residence
Neighbour buildings
4BHK VILLA
AMILA HILLS
KEY PLAN
12
KEY PLAN
1
2
3
4
5
6
1500
SPACE LEGEND
7
12
8
9
255 300
2030
300
: 1000 W : 250 T : 175 R
6400
1255
31
32
25
25
32
33
24
24
33
34
23
23
34
35
22
22
35
20
38
2500
DN
535
1a
W : 1000 T : 250 R : 175
1770
230
900
2600
DN
1200
485
1220
7
900
900
230
C
D
37
DN
535
5
36
20
2600
1a
38
2500
W : 1000 T : 250 R : 175
1500
2050
2730
900
600
E 3550
S.NO.
REVISIONS
DATE
R1 R2 R3
14
8
4820
2
13
21
1770
DN
8 3635
485
1585 1415
1470
485
7
900
1500
2730
1200
11
1000
21
37
13
485
11 11
2900
36
1220
3
4836
14
26
1385
13675
3550
3575
27
1585
600
3 2
R4 R5 R6 R7
3635
E
1200
1300
2050
715
1000
B
26
1000
900
715
235
ENTRANCE FOYER GALLERY LIVING AREA DINING AREA LIVING ROOM DECK KITCHEN KITCHEN BALCONY POWDER ROOM BAR LOUNGE SOLARIUM PLUMBING SHAFT PARKING AREA PEDESTRIAN WALKWAY 13. LIFT 14. STAIRCASE
3550
27
1385
1545
600
1200
1000
28 29 30
1
1300
D
3575
1130
31
1415
1583
C
14 2955
1487
5
1
1900
A
10
6400
30 29 28
3550
1130
W : 1000 T : 250 R : 175
2955
B
1130
1255
1900
6
1200
300 1130
1470
1000
2900
235
4820
1000
2100
600
6
4000
1213
10
4230
A
1200
3000
2760
1. 1a. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.
R8 R9 R10
3550
230
4240
230
3520
3520
230
4240
230
GENERAL NOTES:
3550
F
F 5200
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
6560
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
4
2500
9
2500
2500
9
2500
4
5200 2515
6560
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
230
6560
5210
SHIMLA, HIMACHAL PRADESH
230
CLIENT :
3780
1
4470
2
3750
3
3000
4
3000
5
3750
6
4470
7
DAKSHAA
3780
8
9
2
1
A109
A109
DRAWING TITLE
4 BED VILLA UPPER FLOOR PLAN DRAWN BY: CHETAN SCALE
1 : 50
CHECKED BY: MADHU
DRAWING NO.
AL-01-101
ARCHITECTS :
1
UPPER LEVEL
NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
1 : 50 CONSULTANTS
N
KEY PLAN
KEY PLAN SPACE LEGEND
1
2
3
4
5
6
7
8
9
22
15
21
36
D
37
20
UP
38
11
4780
2285
1120
E
21
21
18
18 19
UP
UP
19
1085
600
B 1800
27
15
1585
25
26
31
25
32
24
33
23
34
22
35
21
2285
1120
C 1520
17
36
20
D
37
UP
1685
230
38
11
4780
E
4895
16
1055
14
1715
1715
20
12
1055
5590
REVISIONS
DATE
14
R2 R3
16
R4 R5
20
12
R6
4895
5590
S.NO. R1
715
7755
1685
800
7755
715
7985
2215
1585
25
1250
GALLERY MASTER BEDROOM DECK WITH JACUZZI MASTER DRESS MASTER TOILET BEDROOM-1 DRESS PLUMBING SHAFT VERANDAH UTILITY DECK DRIVER ROOM KITCHENETTE SERVANT'S ROOM SERVANT'S TOILET LIFT
1570
23
1900
28 29 30
1315
34 35
22
23
1130
1415
24
230
33
1470
25
22
2260
A
18
2955
1255 26
1415
1570
17
31 32
1315
2955 1520
2955
27
C
23
24
2955
30 29 28
1800
24
1255
2260
1470
B
1130
2470
1900
230
1250
2900
800
3185
2900
230
8935
1085
2900
600
3185
2900
18
2470
A
230
5400
11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25.
R7 R8 R9
13 230
3665
GENERAL NOTES:
3665
F
230
F
13
R10
230 0
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS.
15000
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
1
2
3
4
5
6
7
8
9
2
1
A109
A109
DRAWING TITLE
4 BED MIDDLE FLOOR PLAN DRAWN BY: CHETAN SCALE
1 : 50
CHECKED BY: MADHU
DRAWING NO.
AL-01-102
ARCHITECTS :
1
MIDDLE LEVEL
NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
1 : 50 CONSULTANTS
N
KEY PLAN
KEY PLAN SPACE LEGEND
1
2
3
4
5
6
7
8
9
30000
A
A
9
34
1800
34
1800
4
16
3
17
2
1585
29
3505
32
1
18
UP
1685 1315
10665
W : 1000 T : 250 R : 175
35
25
13 14
4
15
3
16
C
30
28
17
1
D
18
UP
25
W : 1000 T : 250 R : 175
E
1120
34
34
3635
4240
3665
R3
3335
26
31
27
R5 R6
4835
31
4755
26
REVISIONS
DATE
R1
R4
35 4755
3335
27
S.NO.
R2
4765
3635
12
6 5
4765
4240
7
2
36
1120 3665
29
1685
36
E
3505
32
1415
15
1585 1470
5
1785
14
1520
8
1315
D
6
1785
28
7
1470
30
12 13
1415
2955
8
C
B
10 11
1485
9
1545
11 10
2955
B 1520
36
34
1215
34
GALLERY DEN DECK FOR DEN BEDROOM-2 DECK DRESS LIFT TOILET BEDROOM-3 TOILET DECK SERVICE AREA WATER TANK STORAGE AREA PLUMBING SHAFT
1585
36
25. 26. 26a. 27. 27a. 28. 29. 30. 31. 32. 33. 34. 35. 36.
R7 R8
33
26a
27a
1395
33
1395
2770 1790
26a
2770 1790
27a
1395
1395
R9 R10
GENERAL NOTES:
F
F 1280
2470
1280
2145
1280
2500
2
1
A109
A109
1280
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
3780
4470
3750
3000
3000
3750
4470
DAKSHAA SHIMLA PACKAGE 1A AND 1B
3780
SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
DRAWING TITLE
1
2
3
4
5
6
7
8
9
4 BED VILLA LOWER FLOOR DRAWN BY: CHETAN SCALE
1 : 50
CHECKED BY: MADHU
DRAWING NO.
AL-01-103
ARCHITECTS :
3
1
LOWER LEVEL 1 : 50
NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
A106 CONSULTANTS
N
KEY PLAN
KEY PLAN
1
2
3
4
5
6
7
8
9
A
A
B
B
C
C
D
D
E
E
S.NO.
REVISIONS
DATE
R1 R2
DN
R3 R4 R5 R6 R7 R8 R9 R10
GENERAL NOTES:
F
F
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
1
2
3
4
5
6
7
8
9
2
1
A109
A109
DRAWING TITLE
Unnamed DRAWN BY: CHETAN SCALE
1 : 50
CHECKED BY: MADHU
DRAWING NO.
AL-01-104
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
F
E
D
C
B
9
A
8
7
6
5
4
3
2
ROOF TOP LEVEL
ROOF TOP LEVEL ROOF TOP LEVEL
ROOF TOP LEVEL
10755
+4150
+4150
10755
ROOF BASE LEVEL
6600 ROAD LEVEL
6300
UPPER LEVEL
UPPER LEVEL ±0 ROAD LEVEL
UPPER LEVEL
6600 ROAD LEVEL
KEY PLAN
+2550
+2550
8950
UPPER LEVEL
ROOF BASE LEVEL
ROOF BASE LEVEL
ROOF BASE LEVEL
8950
±0 ROAD LEVEL -300
-300
6300
MIDDLE LEVEL
MIDDLE LEVEL MIDDLE LEVEL
MIDDLE LEVEL
3300
-3300
-3300
3300
LOWER LEVEL
LOWER LEVEL LOWER LEVEL
LOWER LEVEL
0
1
KEY PLAN
1
-6600
-6600
0
East
North
2
1 : 100
1 : 100
S.NO.
REVISIONS
DATE
R1 R2 R3
1
2
3
4
5
6
7
8
R4
9
R5 R6 R7
A
B
C
D
E
R8
F
R9 R10
ROOF TOP LEVEL +4150 ROOF BASE LEVEL +2550 UPPER LEVEL ±0 ROAD LEVEL -300
ROOF TOP LEVEL
ROOF TOP LEVEL
+4150
+4150
ROOF BASE LEVEL
ROOF BASE LEVEL
+2550
+2550
UPPER LEVEL ±0 ROAD LEVEL
UPPER LEVEL ±0 ROAD LEVEL -300
ROOF TOP LEVEL +4150 ROOF BASE LEVEL +2550 UPPER LEVEL
-300
MIDDLE LEVEL -3300
MIDDLE LEVEL
MIDDLE LEVEL
-3300
-3300
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
±0 ROAD LEVEL
-300
GENERAL NOTES:
MIDDLE LEVEL -3300
PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
LOWER LEVEL -6600
LOWER LEVEL
LOWER LEVEL
-6600
-6600
LOWER LEVEL -6600
DRAWING TITLE
ELEVATIONS DRAWN BY: CHETAN SCALE
1 : 100
CHECKED BY: MADHU
DRAWING NO.
AL-01-105
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS
4
West 1 : 100
3
South 1 : 100
52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
KEY PLAN F
E
D
C
B
A
ROOF TOP LEVEL
ROOF TOP LEVEL
10755
10755
ROOF BASE LEVEL
ROOF BASE LEVEL
KEY PLAN
8950
8950
UPPER LEVEL
UPPER LEVEL 6600
6600 ROAD LEVEL
ROAD LEVEL 6300
6300
MIDDLE LEVEL
MIDDLE LEVEL 3300
3300
LOWER LEVEL
LOWER LEVEL 0
0
1
Section 1
S.NO.
1 : 50
ROOF TOP LEVEL
REVISIONS
DATE
R1 R2
A
B
C
D
E
F
R3 R4
ROOF TOP LEVEL
R5
10755
R6
10755
R7 R8 R9
ROOF BASE LEVEL 8950
ROOF BASE LEVEL
R10
8950 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
UPPER LEVEL ROAD LEVEL 6600 6300
UPPER LEVEL ROAD LEVEL 6600
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
6300 PROJECT :
DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :
SHIMLA, HIMACHAL PRADESH CLIENT :
DAKSHAA
MIDDLE LEVEL 3300
MIDDLE LEVEL 3300
DRAWING TITLE
4 BED VILLA SECTIONS DRAWN BY: CHETAN SCALE
1 : 50
LOWER LEVEL 0
LOWER LEVEL 0
2
Section 2 1 : 50
CHECKED BY: MADHU
DRAWING NO.
AL-01-106
ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com
CONSULTANTS
N
RISHIKESH
T E N T H O U S E S N O W L E O PA R D
LEGEND E 100
E 125
2
N 125
4.66 Path
9.1
5.75
7.72
7
3.9 8
13.4 mon
10.1
Com
21.7
3
ing
Park
yasi
To B
N 50
d R o a
7.19
1
9.42
T(B
PLO
)
PLOT ( B ) 170.312 SQ.M = 0.042 ACRES
a
Are
ay
Pathw
21.7
2.96
0.14
ng Sitti nch Be
8
4.01
7.23
12.3
1 ay 10m.6on Pathw
Com
5.66
6 13.8
8
Main
6.52
3
1.93
PLOT ( A ) 9213.019 SQ.M = 2.277 ACRES
9 4.6
PLOT
PLOT ( C ) 354.736 SQ.M = 0.087 ACRES PLOT ( D ) 544.887 SQ.M = 0.134 ACRES TOTAL PLOT AREA 10282.954 SQ.M = 2.540 ACRES
2 10.5
(C)
PLOT ( A ) R
o
a
d
8 6.3 N 25
8
7.8
Tent ning
Retai
l
Wal
7.97
4
8.2
a d R o
8.49 8.19
9.03
N/S 0,0
15.31
S 25
4.09
22.65
ikesh
4.27
To Rish
3.38
Sintex Water Tank
Ent.
PLOT AREA
14.84
14.8
7.63
2.18
d R o a
1.66
3.43
d Foounter Co
a
Are
N 75
Other's Properties
7.3
8.14
8
6.2
4.72
5.39
8.15
Buildin
ding
's Buil
Other
1 H1
ing mb Cli Wall
ated)
be upd
Tent
6.06
Gate
6.93
7.42
g
Septic Tank
7.57
g Wall
Retainin
Generator Room 4.77
3
26.7
.85
ay
4
Septic Tank
3
26.7 Gate
13
thw
10.1
ding
's Buil
Other
(Exact
Wall Retaining
4.33
S 25
Pa
4
38.1
1.97 2.88
1.13
7.99
6.24
5.7
7
12.2
g tin Sit ench B
Soakt Pi
0.96
g
Tent
2.35
2.33
9 1.8 on mm Co Toilet
SWIMLocation and size
Septic Tank
4.55
5
mp
Fire Ca
ptic Se ank T
POOL to MING
8
12.5
3.54
17.9
Buildin
H8
3
1.35
12.7
N/S 0,0
way
Path ay
thw
Pa
57.8
O
5.24
8
s
ertie
Tank
57.4
H6 H7
Prop
TENTS HUTS - Location And Sizes to be Updated
9
Water
Open
H5
5
s ertie
6.3
H4
6.4
Prop ther's
H1
H2
H3
7
4
2 5.7
4
8
5.9
way
7
2.6
ay
thw
Pa
n all Opeing H Din
ll n Ope ing Ha 9 Din 7.9
Path
7
7.1
8
3.1
7
.16
.46
7
10.7
6.8
way
Pat
19
4.0
9.3
2.7 6
3.11
7
16
10
N 25
ing
Park
ay
w Path
hway
7.1
21
way
Path
way
18
20
4
Switch Room
Path
ting
Exis
17
8
.0 25
3.1
4
8 9
11
Path
7.1
P
er's
Oth
ay
14
15
3.0
rop
1
Pathw
13
way
Path
r's
Othe
6
10
1
5.3
mp
12
n Ope Hall ing Din
8.55
3 9.7
8
7
3.12
2
10.
es erti
3
7.7
22
N 50
B
Fire Ca
hen
Kitc
7
19.7
11.1
2
7.7
23
ed
um
Ass
d Foounter Co
ting
2 3
LAMP POST MANHOLE
5.15
6 13.8
Exis
CONTOUR
5
7
.M.=
3.9
ELECTRIC LINE HEIGHT
4 16.6
5
5.0
5
2.5
2 2.7
4.4
9.61
4.7
1 10.6
4
5
5
Pr
er's
6
4.75
es
rti ope
Oth
7.1
7.6 ay
9.3
7
10.4
8.6
.0m
thw
2
4.5
WATER LINE
N 100
4.83
2
2
5.47
4.11
100
Pa
24
3 3.0
6.98
9 7.0
4
5 9
25
7
6.2
37
5 4.8
3.0
26
1
3 2
3.2
2.9
7.7
8
7.8 4.4
36
7.0 .02
8
27
6
2.9
6.98
9 7.0
31
3 6.9
7.6
9
6.12 7.12
ptic Se ank T y wa Path
1
3.1
29
D SED PO 1-15 O PR NTS TE
7.12
30
28
8.0
33
32
6.98
8.8
8
6.1
5.38
4.48
1 5.1
er's
Oth
N 75
9
T
ies
ert
p Pro
7.0
9 3.12
35
34
3.1
TP
SEWER LINE TREE / PLANT
E1
S HA
EN
M OP
L EVE
9
3.82
1
16.9
3.07
5.1 l
6
6.2
Other's Properties
N 100
il oV
3.85
5.39
5.36
7.53
BOUNDARY WALL WITH GATE N 125
8.3
5.59
8.24
4
4.4
6 6.2
way
17.32 Sintex Water Tank
Building
4.3
8
7.0
E 200
3.33
2
s
ertie
rop 's P
E 175
To Vill
10.3
r Othe
E 150
)
E 75
(D
E 50
PLO T
E 25
N/S 0,0
1.7
4.84
lding
's Bui
Other
5.35 4.03
24.41
House Guest Tourism hal Uttranc
1.42
S 50
S 50
.4 11 11.4 6
23.81 Pathw
12
.01
21.07.2016
ay
CAMP PANTHER
7.72
S 75
S 75
4.99
N/S 0,0
E 25
E 50
E 75
E 100
E 125
E 150
E 175
E 200
SHIVPURI, RISHIKESH SNOW LEOPARD ADVENTURES
Pathway
39.33
OVERALL SITE PLAN
SCALE
1:500
k
River Ban
g Gan
iv a R
er
ARCHITECTS :
DRAWING NO.
AL 01
N
Pat
Oth
ay
Pathw
Sintex Water Tank
35 34
ptic Se nk Ta
ay
Pathw
Pro
er's
31
Oth
pert
Pro
er's
Oth
30
154
152
157
156
155
172
150
174 169
Septic Tank 178
166
151
Tent
183
186
184
Tent
181
179
ikesh
To Rish
Septic Tank
.85
House Guest Tourism chal Uttran
278
279
229
228
227
208
226 207
223
192 193
261
262
d R o a
Fire Cam
197 198
p
202
ng Sitti nch 206 Be 205
201
200 199
253
on mm t Co Toile
203
204 ing
Wall
Wall
274
Wall
72
al equ
270
Other's
lding
Bui
280
281
3.35
al
equ
3.35
285 284
al
equ
Pathwa
y
289
5
1.3 8
12
ting
Exis
ay
13
Existing Pathway to realigned
Proposed Tent Platform
Light Lamps to be realigned as per new pathway avoiding Trees and Clear of the pathway as per site
Existing Pathway 3.35 m
ay
Existing pathway to be removed and moved to the lower level. new path way to be. min 1.2m wide.
ay
w Path
Up
Minimum Distance of Proposed Tent Platform from Existing or altered Pathway to be > 450 mm
w Path
Up
hw Pat
Y-
y as hwa Pat thway w e a N ed isting p lign x Rea atch e m o t ite pers
Up
Up
11
3.35
Up
10
9
3.35
1.0
1.53
3.35
Up
8
1.45
e
Up
9
1.41
l qua
3.35
1.47
al
equ
3.35
6 7
1.45
al
equ
ine
L Plot
3.35
e
3.35
Minimum Distance From Plot Line as mentioned on Site Plan
Up
8
4 l qua
amp
4
1.39
287
Fire C
2
286 283
288
X-
Minimum dimension of Each Tent Platform : L = 7.2m , Width > 3.35m
3
1.4
7.1
282
1
3.35
al
equ
a d R o
196
a d R o
273
3.35
al equ
thw
bing ClimWall
Retain
k Soa Pit
ptic Se nk Ta
3.35
al equ
Pa
252 251
209
224 225
191
194 195
263
g Sittinnch Be
260
258
255
Gate
275
276 277
Retaining
189
188
asi
To By
1.43
4
151a 151b
190
187
O
Area
180 Retaining
lding
Bui Other's
185
182
ing
Park
265
ay
245
231
Tank
Location ) be updated
Ent.
1.04
ng
Buildi
176
175 171 170
168 167
149
145 147
(Exact
Tent
1 Main
230
222
L ING POO SWIMM and size to
173
148 146
144
Water
221
219 Pathway
Sintex Water Tank
271 270
e
Proposed Tent Platform
5 0.4
141
218
259
Area
269 272
3.35
l qua
1.43
139 140
38.14
153
143 142
137
138
159
220
217
d Foounter Co
257 256
's r e th
2
ing
Park
268
Pr
Existing Tent Platform
1.38
57.88
158
136
6 6 . 8 216
215
165
ay
thw
Pa
ll
254
264
273
267
Septic Tank
g
g
Buildin
Other's Properties
Buildin
27 ay Pathw
266
250
Openng Ha Dini
38
51 y
Other's
eq
0
163 162
ay
249 248
246
39
3
10
14
Pathwa
ll Openng Ha Dini
247
232
Open
214
212
.48 57
164
161
Prop
211
210
H5
H6
160
H7
H8
76
Pathw
234 233
40
42
11
15
Generator Room
Gate
Proposed Roof Overhang
3.35
ual
1.3
H4
131 134 135
s ertie
213
52
61
62
43
50
53
60
16
25
26
37
h 4 Switc Room
y Pathwa
H3
77
1 7.0 24
29 28
41
49
54 59
63
5
9
12
mon
H2
129 130
132
H1
54a 58
65 64
74 75
235
243
123 128
66
67
73
80 79
236
239 240
244
ay Pathw68 ing72
Exist
78
241
242
y thwa Pa
's Other
133
81
237
238
113
122
127
126
89
15
119
82 83 84
13
17
Com
2
125
11
12 13 14
110
116
124
10
90 91
112
114
117
8 9
88 94
92
111
118
86 87
96
95
93
115
120
121
98
p
ay Pathw
48
7
8
18 23
30
35 36
45
44 55
ay
20
3.0
109
16 17 18 19
21
B.M
Fire Cam
Open Hall ng Dini
Pathw
9 7.0
p
Pro
er's
Oth
med
Assu
102
103 Foodnter Cou
105
ay Pathw
30
.=99
ay
thw
Pa
104
106 107
108
6 19
Pathw
Prope
Existing Plot Line
7.20
25 24 23 22
21
ay
31
34
5 6
7
85
's Other
y
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20
1
2 3
4
69
101
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22
32 33
47
56
57 100
27
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46
29 28
26
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3.35
1.14
37
32
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Up
14 15
Up
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Up
Up
8
5.9
SITE LAYOUT TENTS 1-15
n Hall e p O ing 9 Din 7.9
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9.42 2
13.05.2016
.11
7 10.4
hwa
To Vill
s
ertie
Prop er's
1.08
8 Plan ( NTS) Key
c pti k e S an T y
8.10
.89
CAMP PANTHER SHIVPURI, RISHIKESH SNOW LEOPARD ADVENTURES
Pat
10.5
hwa
TENTS: 1-15
SCALE
y
1:100
ARCHITECTS :
ay
P
w ath
DRAWING NO.
AL 02
N
3350 Minimum as per site 115
115
1000
3120
Existing retaining wall
Ventilator Above
1500 825
1500
60-70 mm Local StoneCladding on 35 mm Thick Mortar Proposed Cold Air Duct Above (Subject to Change)
Level - 25.00
115 115
115 115
25 mm thick Proposed slate Cladding / Or similar Stone Cladding on 25 mm thick mortar. Proposed Electrical Points
750
AW DUCT 300x200
Ventilator Above
115
1135
PLENUM 800(L)x500(W) 300(H)
115
115 115
Level - 50.00
AW DUCT 300x200 FOR NEXT ROOM.
AWU-01-01 1200 CFM 1000(L)x1000(W) x1000(H)
Level - 50.00
Level - 25.00
Min. 1300 varies as/ site
Tent Outline
1135
Parapet Wall 750mm High Roof Overhang Above
8175
4550
4600
Level • •• •• • • • • • • •
Living Area
25 mm thick Proposed slate Cladding / Or similar Stone Cladding on 25 mm thick mortar.
Level • •• •• • • • • • • •
6215
8175
Living Area
Metal Primary Supports (Size on hold) Tent Outline 50 115 50 1100 50
960 50
115
GENERAL NOTES:
50
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
1450
115
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
Porch
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
450
DATE
Porch
21.07.2016
960 50
Flooring as per existing sample on site
Level - 300
3350
UP
CAMP PANTHER SITE :
SHIVPURI, RISHIKESH CLIENT :
Level - 300
SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE
DRAWING TITLE
Existing retaining wall
TYPICAL TENT LAYOUT COORDINATED SERVICES
3350 Minimum as per site/ Tent Platforms wider than 3350 can be retained
TYPICAL TENT LAYOUT SCALE- 1:25
PROJECT :
2112 varies As per site
UP
VERSION
DRAWN BY: DEBADITYA, CHETAN SCALE
1:25
Proposed steps from lower level riser to be <150 as per site
CHECKED BY: NEERAJ
DRAWING NO.
AL 03
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS
COORDINATED SERVICES PLAN SCALE- 1:25
52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
DD
DD
AA02
AA01
15mm Thk.cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
200
3120
• • •••• Tent Tie Support +2050
200 x 115 beam on 1800 height
3350 1300
200 x 115 beam on 2000 height supports on column (200 x 200) Metal Support
Bathroom Metal Support
Parapet Wall Top +750
Stone Lintel min. 40mm Thick
2000
1300
3350
Cold Air Duct Provided in the tent (350 X 250)
750
750
115 Thick Parapet Brick Wall, 750 High
FFL 00 Existing
Cold Air Duct Provided in the tent (300 x 200) clear dimension (350 x 250 )
NGL
NGL
SECTION - Z SCALE- 1:25
SECTION - X SCALE- 1:25
Cold Air ducting ( 350 x 250)
15mm Thk. (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
Beam 200 x 200 on lintel level
1300
Ridge Support Centre +3350
Metal Horizontal Member for fastening Tent
1300
Metal Primary Support
Existing retaining wall
Existing ground level
GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
DATE
3350
Tent Tie Support +2050
VERSION
PROJECT :
Internal Parapet Wall +750
CAMP PANTHER
Existing Tent Platform Finished with slate Cladding
Toilet
SITE :
SHIVPURI, RISHIKESH
CLIENT :
SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE
750
PCC 100mm (1:4:8) Porch
Ground level FFL 00
DD AA03
Existing
1000
Existing
FFL 00
21.07.2016
2000
Metal Rafter
Metal Rafter 200 x 115 beam 4x 8 Ø
Parapet Wall Top +750
550
Ferrocement Roofing Above Toilet cladding with cudaapa on the internal side (15mm thick)
30° Tent Tie Support +2050
15mm Thk.cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
Ridge Support Centre +3350
1300
1300
Ridge Support Centre +3350
DRAWING TITLE
SECTIONS DRAWN BY: DEBADITYA, CHETAN SCALE
1:50
CHECKED BY: NEERAJ
DRAWING NO.
AL 04
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
SECTION - Y SCLAE- 1:25
ARCHITECTS STAMP AND SIGNATURE
Ridge Support Centre +3350
1300
3350
Metal Horizontal Member for fastening Tent
1300
Metal Support
750
Metal Primary Support
750
Tent Platform Finished with slate Cladding
Porch
FFL 00 Existing
NGL
Metal Horizontal Member for fastening Tent
Internal Parapet Wall +750
Cold Air Duct Provided in the tent (300 x 200) FFL 00
ELEVATION - C SCALE- 1:25
1300
Ridge Support Centre +3350
Tent Platform Finished with slate Cladding
ELEVATION - B SCALE- 1:25 15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
Metal Rafter Metal Horizontal Member for fastening Tent
3350
Tent Tie Support +2050
Ridge Support Centre +3350
FFL 00
NGL
1300
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
Tent Tie Support +2050 DATE VERSION
3350
750
Parapet Wall Top +750
GENERAL NOTES:
1300
1300
15mm Thk.cudappa stone tiles (average), Metal Support Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. Tent Platform ( Assume overlap to be 30-40%) Finished with Metal Horizontal slate Cladding Member for fastening Tent
21.07.2016
• • ••••
PROJECT :
CAMP PANTHER SITE :
SHIVPURI, RISHIKESH CLIENT :
SNOWLEOPARD ADVENTURES
Metal Primary Support
Tent Platform Finished with Slate Cladding
750
ELEVATION - A SCALE- 1:25
Parapet Wall Top +750
Porch
FFL 00 Existing
Existing
Tent Tie Support +2050
12mm thick external plaster
Parapet Wall Top +750
Existing
1300
• • •••• Tent Tie Support +2050
15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
Ridge Support Centre +3350
3350
1300
15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%) Metal Rafter
CLIENT STAMP AND SIGNATURE
DRAWING TITLE
ELEVATIONS DRAWN BY: DEBADITYA, CHETAN SCALE
1:50
CHECKED BY: NEERAJ
DRAWING NO.
AL 05
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ELEVATION - D SCALE- 1:25
ARCHITECTS STAMP AND SIGNATURE
6mm thk. Distortion free looking glass to be fixed to the local hardwood framework with high quality adhesive. (Placed Centrally under the duct)
3350 Minimum as per site
SYMBOL
FIXTURE NAME HYGIENE FAUCET
FAUCET HOLDER TOILET PAPER HOLDER SHOWER MIXER
2825
115
60-70 mm Local StoneCladding on 35 mm Thick Mortar
SHOWER CURTAIN SINGLE LEVER MIXER
Equal
115 115
3120
115 115
115
NOTES & INFORMATION
Equal
Ventilator Above
Clear 300 min
300
Metal primary supports
Wall Hung WC as per Approved Sample
FLOOR TRAP
FLOOR DRAIN
Wash basin as per approved sample (Placed Centrally under the duct) 450
450 1500
960
1500
900
Air Duct Above (300 x 200) Clear dimension (350 x 250 ) Clear Height Below Duct, 2250mm.
Equal
Shower Area
Bathroom
2825
8475
825
Tent Outline Level - 50.00
1135
750
Equal
115 115
115 115
Level - 25.00
Proposed Electrical Points
DD AA04
1135
Truss plan Tent Tie Support +2050
scale- 1:30
15mm thick cudappa cladding
Cold air dust with clear dimension of (250 x 350)
250
Metal Primary Supports (Size as Existing)
Ferrocement roofing
50
Scale-1:15
200x200 beam on lintel level
200
Toilet Plan
Equal
2825
Equal
Level • •• •• • • • • • • •
200 x 115 beam 4x 8 Ø 400
325
350
325
400
115mm thick brick wall
1150
Stone Cladding to stop at 1850 height
GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
VERSION
450
Parapet Wall Top +750
DATE
20 mm Kota Stone/ Black Cuddapa Flooring laid on 20 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)
21.07.2016
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
CAMP PANTHER SHIVPURI, RISHIKESH
CLIENT :
SNOWLEOPARD ADVENTURES
400
CLIENT STAMP AND SIGNATURE
DRAWING TITLE
BATHROOM DETAIL TRUSS PLAN
FFL 00
DRAWN BY: DEBADITYA, CHETAN SCALE
CHECKED BY: NEERAJ
DRAWING NO.
AL 06
NGL
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
Scale- 1:15
SITE :
PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.
A
PROJECT :
B
Scale- 1:15
0
21.07.2016
DATE
0
30
215
450
230
115
0
30
25 100 230
Scale- 1:5
1200
750
100 thk. PCC 1:2:4
Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3
PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.
12 thk. external plaster (1:4)
25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)
115 thk. Brick Wall
25 mm Thk Local Stone Ledge laid on 15 thk. Mortar (1:4)
75 mm Dia metal tubes for primary support (To match existing)
40mm dia metal tubes welded to primary support
• • •• •• • •• •••• • • • •• • •• • • ••• •• ••• • •• •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Primary rafter member.
Slate Edge projects a min. 50 mm of support end • ••• • •• •• • ••• ••• • •• • •• ••• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
25 x 25 mm square metal tubes used as purlins 300 c/c (as/ existing module on site) welded to main rafter.
15mm Thk. (average), Minimum size 600 x 450 mm Fixed or tied tosteel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
PCC (1:4:8)
100
30
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
GENERAL NOTES:
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
#3 READ, DO NOT MEASURE.
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
VERSION
PROJECT :
SCALE
DRAWN BY: DEBADITYA, CHETAN
DRAWING NO.
AA 01
NEERAJ MANCHANDA ARCHITECTS
ARCHITECTS :
52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
CAMP PANTHER SHIVPURI, RISHIKESH
SITE :
SNOWLEOPARD ADVENTURES
CLIENT :
CLIENT STAMP AND SIGNATURE
DRAWING TITLE
ARCHITECTURE ASSEMBLE CHECKED BY: NEERAJ
100
2000 21.07.2016
DATE
0 30 0
25 100 230
Scale- 1:5 450
230
115
0
30
100 thk. PCC 1:2:4
Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3
PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.
12 thk. external plaster (1:4)
25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)
115 thk. Brick Wall
Stone cladding stop at 1850 height
75 mm Dia metal tubes for primary support (To match existing)
Aluminum window frame
Cudappa cladding
25mm thick ferrocement with 25 x 25 weld mesh integrated with edge beam
200 x 115 thick beam (4 x 8 Ø )
40mm dia metal tubes welded to primary support
• • •• •• • •• •••• • • • •• • •• • • ••• •• ••• • •• •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Primary rafter member.
Slate Edge projects a min. 50 mm of support end • ••• • •• •• • ••• ••• • •• • •• ••• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
25 x 25 mm square metal tubes used as purlins 300 c/c (as/ existing module on site) welded to main rafter.
15mm Thk. (average), Minimum size 600 x 450 mm Fixed or tied tosteel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)
12 thk. external plaster (1:4)
PCC (1:4:8)
100
30
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
GENERAL NOTES:
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
#3 READ, DO NOT MEASURE.
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
VERSION
PROJECT :
SCALE
DRAWN BY: DEBADITYA, CHETAN
DRAWING NO.
AA 02
NEERAJ MANCHANDA ARCHITECTS
ARCHITECTS :
52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
CAMP PANTHER SITE :
CLIENT :
SHIVPURI, RISHIKESH
CLIENT STAMP AND SIGNATURE
SNOWLEOPARD ADVENTURES
DRAWING TITLE
ARCHITECTURE ASSEBLE CHECKED BY: NEERAJ
100
PCC (1:4:8)
Height or Riser to be max. 190mm as per site level.
Local single Stone Riser / Coursed rubble stones in mortar 1:4
450
230
115
100 230
100
#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
21.07.2016
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
DATE
100 mm thick PCC platform (1:4:8)
25 mm thk. max. Slate cladding (Natural broken pieces not Machine Cut) with mortar joint 8 mm to 20 mm max.
150
70Ø mm Dia metal tubes for primary 4mm thick support
25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4) Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished Sand blasted)
Existing Pathway Lvl. 150 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
VERSION
PROJECT :
CAMP PANTHER SITE :
SHIVPURI, RISHIKESH CLIENT :
SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE
DRAWING TITLE
ARCHITECTURE ASSEBLE DRAWN BY: DEBADITYA, CHETAN SCALE
CHECKED BY: NEERAJ
DRAWING NO.
AA 03
Scale- 1:5
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
400
450
1150
200
250 50
160
230
450
230 #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.
21.07.2016
#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
DATE
PCC (1:4:8)
100 thk. PCC 1:2:4
Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3
PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.
20 mm Kota Stone/ Black Cuddapa Flooring laid on 20 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)
Stone Cladding to stop at 1850 height
115mm thick brick wall
200 x 115 beam 4x 8 Ø
12mm thick external plaster
50 mm thick aluminum frame
Cold air dust with clear dimension of (250 x 350)
Fixed Window as per elevation
15mm thick cudappa cladding
Ferrocement roofing
100 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
VERSION
CAMP PANTHER SITE :
SHIVPURI, RISHIKESH
CLIENT :
SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE
DRAWING TITLE
ARCHITECTURE ASSEBLE DRAWN BY: DEBADITYA, CHETAN SCALE
CHECKED BY: NEERAJ
DRAWING NO.
AA 04
Scale- 1:5
PROJECT :
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
ARCHITECTS STAMP AND SIGNATURE
GURGAON
S A LV AT I O N T R E E S C H O O L
7
11
-11
-15
-9
9
-9
33
39
-7
7
-7
5
-5
29
43
K
B 2850
15 25 725
ST #1 W= 2000 R= 150 T= 300
7
LVL.+10800 Third Floor
75 73 71 69
SCALE- 1:50 LVL.+9000
67
T-300 R-150 W-2000
65 63 61
CORRIDOR
59
L`
57
ST #1 W= 2000 R= 150 T= 300
LVL.+7200 Second Floor
7
D2
51
LVL.+5400
43
T-300 R-150 W-2000
41
0
R4
39 37
CORRIDOR
AL-2.101
SD503
V504
D503
D501
3600
3300 300
115 8 LVL.-1800
SD502
900 25
LVL.±0.0 Plinth Level
T-300 R-150 W-2000
50 35
1 -1
600 SCALE- 1:50
PLAN THIRD FLOOR LEVEL
1200 high Steel Handrail as/Spec. A
-3
AL-2.101
-9 -11
50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKE- FINISH GI PAINT) -19 -21
LVL.-3600 Basement Level
-23
SCALE- 1:50
SECTION AA
SCALE- 1:50
15
RCC AS PER STRUCTURE
25 GENERAL NOTES:
19
17
75
75
200.0192
℄
15
11
15
℄
13 11 DETAIL 1 SCALE 1:5
10
100
50 75
E
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
3 THK. 75 X 75 MS SHEET BUTT WELDED TO 100 X 100 MS SHEET & MS BOX SECTION 3 THK 100 X 100 MS SHEET FASTENED TO STAIRCASE RCC WASTE SLAB
50
15
DETAIL 2 SCALE 1:2
13
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
21
25
E 3
23
9
0
10
150
7
SECTION -DD SCALE 1:20
DETAIL 3 - TYPICAL FIXING DETAIL OF INCLINED BALUSTER,
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
SALVATION TREE SCHOOL GREATER NOIDA
6 Ø BOLT IN DASH FASTENER MINIMUM 60 PENETRATION INTO RCC
100
50
75
27
NOSING (HALF BULL NOSE) TO BE POLISHED
20 THK. FOAM CONCRETE 1:2 AS PER SPECIFICATIONS
50
SCALE- 1:5
29
25 THK. KOTA STONE ON 15 THK MORTAR IN GRADE 1:4 AS / SPECS.
RCC AS PER STRUCTURE
SECTION EE
SCALE- 1:10
POSITION OF BALUSTERS IN THE STAIRWELL
( Staircase b/w grids K & L` and 7 & 8)
20THK KOTA STONE ON MORTAR IN GRADE 1:4 AS / SPECS.
2850
10 X 6 GROOVE IN PLASTER
-5
-13
230 900
3470
3M ANTI SKID TAPE AS / MANUFACTURER'S SPECIFICATIONS EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
SECTION BB SCALE 1:20
00
-17
PLAN FOURTH FLOOR LEVEL
( Staircase b/w grids K & L` and 7 & 8)
50 THK ROOF TREATMENT LAID ON 15THK MORTAR 1:4, 8THK CHINA MOSAIC (USING BROKEN WHITE CERAMIC TILES OF 300X 300) FLUSH POINTED WITH 1:2 CEMENT FINE SAND MIX JOINTS OF 4MM NOT EXCEEDING 20 WIDE
50 35
-7
-15
900
45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE
R1
150
1395
3
25
115
450
3470
115
1250
5
100
450 SCALE- 1:50
( Staircase b/w grids K & L` and 7 & 8)
A
115
450
600
1500
7
8
SD402
1200 high Steel Handrail as/Det.
335 115
1500
CORRIDOR
9
2000
150
D403
AL-2.101
PLAN SECOND FLOOR LEVEL
300
1395 SD403
3400
2500
1200 high Steel Handrail A as/Det.
115
1250
8
450
450
115
50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION
B
115
1500
15
11
300
335 115
375
2000
2000
2 THK 50 Ø MS TUBULAR SECTION BUTT WELDED TO PROFILED 25 Ø MS TUBULAR SECTION
13
119
900
300
375
LVL.+1800
D3
180
17
3600
2000
D1
23
T-300 R-150 W-2000
1200
SD303
UP
2 THK 25 Ø MS TUBULAR SECTION PROFILED AS SHOWN, BUTT WELDED TO MS BOX SECTION
25
21
117
UP
30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE
88
27
19
2000
73
115
755
95
97
35 X 35 X 3 MS ANGLE WELDED TO MS BOX SECTION
29
LVL.+3600 First Floor
3400
SD302
1395
3300
99
50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKEFINISH GI PAINT)
50
EXPANDED WELD MESH AS / APP. SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
450
115
FHC D303
93
2000
1250
75
2000 2000
115
101
91
50
47
31
113
77
755
1500
375
450 755
115
9370
71
2000 335
89
69
UP
111
450
51 49
105
3400
67
87
2500
53
3300
65
85
109
50
49
45
450
81
107
2500
83
63
2 THK 50 Ø TUBULAR SECTION BUTT WELDED TO MS BOX SECTION
55
33
57
SCALE- 1:1
77
35
61
DETAIL 3
SCALE- 1:10
65
7
SECTION CC
79
53
W415
59
300
CORRIDOR
81
1200
W511
A
AL-2.101
89 87 85
SITE :
HS-5, TECHZONE- VII, GREATER NOIDA, UP
50 X 50 X 3 MS BOX SECTION WELDED TO 3 THK MS SHEET
CLIENT :
SALVATION TREE FOUNDATION
3 THK. MS CLEAT TRIANGLE PROFILED BUTT WELDED TO 100 X 100 MS SHEET & 75 X 75 MS SHEET TO SUPPORT IT 10 X 6 GROOVE IN PLASTER
VERSION
50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION
19-10-2016
W503
AL-2.101
T-300 R-150 W-2000
900
W502
95
91
300
600 L`
97
93
( Staircase b/w grids K & L` and 7 & 8)
4075
W403
3400
PLAN FIRST FLOOR LEVEL
A
2000
ST #1 W= 2000 R= 150 T= 300
8
99
83
600 600
600 600
W315
SD202
LVL.14400 Fourth Floor
1025
450 K
W402
AL-2.101
115
SCALE- 1:50
600 600
V402
SD203
1
PLAN GROUND FLOOR LEVEL
L`
101
1200 high Steel Handrail as/Det. A
C
103
115
AL-2.101
( Staircase b/w grids K & L` and 7 & 8)
A
W303
3
WELDING MUST BE OF BEST QUALITY AND PERFECTLY FINISHED.
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
300
5
·
CORRIDOR
105
450
A 1425 AL-2.101
600
2000
K
1395
00
R1
C
109 107
LVL.+12600
450
THE TOTAL HEIGHT FROM THE OUTER TIP OF EACH TREAD TO THE TOP OF RAIL SHOULD BE MAINTAINED TO BE 1200.
1500
UP
450 SCALE- 1:50
115
1250
113 111
200
3600
D203
1445
DW100 600
A
( Staircase b/w grids K & L` and 7 & 8)
115
FHC
8
LEVEL -900
1500
1.10(b)
AL-2.101
PLAN BASEMENT LEVEL
1500
2000
D201 450
150
·
30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE
3600
SD103
W108
1245 115
SD102
335 115
1500
1395
375
LVL.+16200
115
3600
D103
47
2000
W= 3400 R= 150 T= 300
115
115
1250
FHC
V107
1250
115
1500
UP
2000
2500
1500
115
8 115
SD001
3400
450
640
Elec. Shaft
FHC D001
335 2375 115
SD002
25
T-300 R-150 W-2000
2500
2000 375
2000
2000
375
-1
45
3600
UP 2000
121 119
3600
1
27
35 X 35 X 3 MS ANGLE
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
117
2000
-1
UP
-3
450 755
3
LVL.+18000 Terrace Floor
2000
-23
-3
41
450
-5
37
2850
-11
3300
-13
-21
W302
35 X 35 X 3 MS ANGLE
35
230
7
115
-19
V302
ST #1 W= 2000 R= 150 T= 300
HEIGHT OF TOP RAIL SHOULD ALWAYS BE 1200 MM FROM FFL.
DATE
ST #1 W= 2000 R= 150 T= 300
·
50
0.06
W215
300
7
2000
ST #1 W= 2000 R= 150 T= 300
W203
W112
NOTES & INFORMATION
40
600
W103
8
100
W102
7 7'
L`
A
AL-2.101
D
600
K
W202
D
4075
V202
L`
A
AL-2.101
3600
AL-2.101
K
V102
600 600
450
L`
2000
A
3300
K
1
2
3
4
5
6
7
8
9
10
DRAWING TITLE
STAIRCASE & RAILING DETAIL 1
45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE
DRAWN BY: CHETAN
SCALE
AS SPECIFIED
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID,100 IN VERTICAL DIRECTION) SCALE 1:2
AA-10.101
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
CONSULTANTS
MADHU
CHECKED BY: PANDIT
DRAWING NO.
N
K
L`
K
L`
7
600
600 600
600
600
7
7
NOTES & INFORMATION
5400
5400
L`
35 X 35 X 3 MS ANGLE 35 X 35 X 3 MS ANGLE
ST #4 W= 1500 R= 150 T= 300
UP
1500
D001
5
1500
600
1
1500
3 2330
-3
7 480
-1
ST #4 W= 1500 R= 150 T= 300
5
UP 1500
600
5
1500
600
1
R1
C
UP
3
1 1800
8
1500
480
-1
D
7
B
-3
00
15
9
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
1500
2330
1800
8
2330
8
PLAN FIRST FLOOR LEVEL
( Staircase b/w grids K & L` and 7 & 8)
SCALE- 1:50
( Staircase b/w grids K & L` and 7 & 8)
DETAIL 3
SCALE- 1:10
SCALE- 1:1
71
L` 3.15
D6
SECTION CC
69
300
K
SCALE- 1:50
PLAN GROUND FLOOR LEVEL
3400
1500
SCALE- 1:50
( Staircase b/w grids K & L` and 7 & 8)
67 65
D6
2 THK 50 Ø TUBULAR SECTION BUTT WELDED TO MS BOX SECTION
D2
63 61
50
50
50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKEFINISH GI PAINT)
50
59 57
T-300 R-150 W-1500
55 53
0
R4
49
30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE
88
300
600
51
47
35 X 35 X 3 MS ANGLE WELDED TO MS BOX SECTION
65
7
D6
EXPANDED WELD MESH AS / APP. SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
45 43 41
2 THK 25 Ø MS TUBULAR SECTION PROFILED AS SHOWN, BUTT WELDED TO MS BOX SECTION
5
19 17
1500
15
50 35
13 11
3
9
T-300 R-150 W-1500
7
1800
5
8
2330
50 35
00
10 X 6 GROOVE IN PLASTER
3
25
1
150
100
40
50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKE- FINISH GI PAINT)
SECTION AA
SCALE- 1:50
( Staircase b/w grids K & L` and 7 & 8)
R-150 W-1500
53 51
3M ANTI SKID TAPE AS / MANUFACTURER'S SPECIFICATIONS EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION) 40THK KOTA STONE ON 15 THK AVERAGE MORTAR IN GRADE 1:4 AS / SPECS.
47
NOSING (FULL BULL NOSE) TO BE POLISHED
49
20THK KOTA STONE ON 15 THK MORTAR IN GRADE 1:4 AS / SPECS. 20 THK. FOAM CONCRETE 1:2 AS PER SPECIFICATIONS
45 43
SCALE- 1:50
19
75
29 27
17
GENERAL NOTES:
23
#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.
25
#2 ALL DIMENSIONS ARE IN MILLIMETERS.
3 THK. 75 X 75 MS SHEET BUTT WELDED TO 100 X 100 MS SHEET & MS BOX SECTION 3 THK 100 X 100 MS SHEET FASTENED TO STAIRCASE RCC WASTE SLAB
50
21
75
℄
19
25
33 31
T-300 R-150
SECTION BB SCALE 1:20
DETAIL 2 SCALE 1:2
℄
15 13
75
DETAIL 1 SCALE 1:5
10
50 100
35
3
E
15 15
E
37
75
17
39
11
0
10
150
9
SECTION -DD SCALE 1:20
DETAIL 3 - TYPICAL FIXING DETAIL OF INCLINED BALUSTER,
#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.
PROJECT :
SALVATION TREE SCHOOL GREATER NOIDA
6 Ø BOLT IN DASH FASTENER MINIMUM 60 PENETRATION INTO RCC
100
50
50
SCALE- 1:5
31
RCC AS PER STRUCTURE DRAWING A.ST-1.103
41
SECTION EE
SCALE- 1:10
POSITION OF BALUSTERS IN THE STAIRWELL
100
PLAN SECOND FLOOR LEVEL
45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE
R1
SITE :
HS-5, TECHZONE- VII, GREATER NOIDA, UP
50 X 50 X 3 MS BOX SECTION WELDED TO 3 THK MS SHEET
CLIENT :
SALVATION TREE FOUNDATION
3 THK. MS CLEAT TRIANGLE PROFILED BUTT WELDED TO 100 X 100 MS SHEET & 75 X 75 MS SHEET TO SUPPORT IT
DATE
1
21
UP
600
50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION
D1
25
150
1500
1500
23
B
-1
27
3.15
2 THK 50 Ø MS TUBULAR SECTION BUTT WELDED TO PROFILED 25 Ø MS TUBULAR SECTION
900
480
D3
180
50
7
29
300
9
-3
T-300 R-150 W-1500
31
900
-5
33
DINING HALL
D
11
35
1025
-7
37
25
ST #4 W= 1500 R= 150 T= 300
13
5860
3900
39
-9
WELDING MUST BE OF BEST QUALITY AND PERFECTLY FINISHED.
C
3
1800
PLAN BASEMENT LEVEL
·
25
11
-5
5400
-7
9
THE TOTAL HEIGHT FROM THE OUTER TIP OF EACH TREAD TO THE TOP OF RAIL SHOULD BE MAINTAINED TO BE 1200.
30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE
300
1800
11
-5
·
725
480
-1
-7
HEIGHT OF TOP RAIL SHOULD ALWAYS BE 1200 MM FROM FFL.
600
7
13
5860
-3
-9 3900
9
13
1500
11
-5
-9
5860
-7
5400 3900
13
1500
-9
5860
3900
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)
·
10 X 6 GROOVE IN PLASTER
VERSION
50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION
19-10-2016
5400
K
1
2
3
4
5
6
7
8
9
10
DRAWING TITLE
STAIRCASE & RAILING DETAIL 2
45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE
DRAWN BY: CHETAN
SCALE
AS SPECIFIED
EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID,100 IN VERTICAL DIRECTION) SCALE 1:2
AA-10.102
ARCHITECTS :
NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com
CONSULTANTS
MADHU
CHECKED BY: PANDIT
DRAWING NO.
N
HKA
ARCHITECTS
HIMACHAL PRADESH
R E S O R T, E K A M C H A I L
X
X
X
X
X
X
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X
X
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X
X
X
X
X
X
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X X
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X X
X
X
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X
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Sanction drawings
X
X
X X
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X X X
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155
X
X X
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X X
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X X
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X X
X
150
X
X X
X X
X
X
X
X
X X
X X
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X X
X X
X
145
X
X
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X X
X
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X X
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140
X X
X X
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X X
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X X
X
X
X
135
X
X X
X
X
X
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X X
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X X
130
X X X X X
X X
X X
125
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X X
X X
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X X X
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X X X X X
X
120
X X
X X X X X X
115
for information
110
105
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
site
Drawing No
A 200 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
UG RWHT
EXTENSION FOR KITCHEN
OH WT
155
SPA BLOCK 150
145
STP 01 G + 1 - EXTENSION ON EXISTING BUILDING BLOCK
140
DROP OFF
STP 02 135
STP EXISTING
130
UG RWHT
F AF
RS
TE
AR
QU
ST
DG
125
PARKING 02 SERVANT QUARTER UG RWHT
120
115
COW SHED & STORE IN EXISTING BLDG MAIN GATE
CD - 02
PARKING 01
110
105
ekam - chail
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
master plan Drawing No
--Revision Date
11.10.2016
hka
Scale 1:100@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
20 75
60
45 200
ROOM-TH02
75
50
40
40 75
6850
TOI.-TH01
90
3495
55
ROOM-TH01
26
80
F
8490
H-3000 R- 150 T- 250
2895
6515
5700
5370
4330
TOI.-TH04
H- 3500 R- 170 T- 300
ROOM-TH02 ROOM-TH02
136
0
49
80
ROOM-TH02
50
150 295
50 50
50
ROOM-TH02
1105
475
10
97
80
561
0
F
ROOM-TH04
TOI.-TH02 5 520
906
5
F
356
0
LIVING ROOM-TH01
552
5
TOI.-TH03
ROOM-TH02
77
10
ROOM-TH03
F
CD - 02
534
5
ekam - chail
F
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
4230
4070
floor plan 01 Drawing No 202.1 Revision Date 11.10.2016
4600
hka
Scale 1:100@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
813
0.6
9
730
1.8
3
UP
730
1.8
3
TERRACETH01
813
7602.00
0.7
8
UP
DN
14299.99
14273.98
TERRACETH02
CD - 02
ekam - chail
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
floor plan 00 7598.00
Drawing No 202.2 Revision Date 11.10.2016
hka
Scale 1:100@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
813
0.6
730
1
9
TOI.-TH05
730
1
ROOM-TH05
813
7602.00
0.7
8
TOI.-TH07
PANTRY TH01
14299.99
14273.98
UP
LIVING ROOM-TH02
CD - 02
ekam - chail
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
floor plan -1 7598.00
Drawing No Revision --Date Revision Date
202.3 11.10.2016 11.10.2016
hka
Scale 1:100@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
7602.00
STORE ROOM
TOI.- TH06
ROOMTH06
14273.98
7012.29
14299.99 6198.00 1401.00
7598.00
UP
CD - 02
ekam - chail
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
floor plan (-)2 Drawing No 202.4 Revision Date 11.10.2016
hka
Scale 1:100@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
TOI.-TH04
LIVING ROOM-TH01
ROOM-TH04
ROOM-TH03
145 TERRACE TH02
LIVING ROOM-TH01
PANTRY
140
STORE ROOM
TOI.-TH06
ROOM-TH06
135
130
SECTION DD`
for information
EKAM CHAIL 125
village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
sections Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
150
TOI.-TH04
TOI.-TH03
145 TERRACE TH01
140
for information
EKAM CHAIL 135
village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
sections Drawing No
SECTION EE`
A 301.2 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
SECTIONAL I I`
TOI.-TH04
ROOM-TH02
145
ROOM-TH05
140
for information
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
sections 135
Drawing No
A 301.3 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
B` ST 16 R- - 27 17 5m 5m m m
A`
B
U
P
A
UP
for information
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
glass house floor1 Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
B`
A`
DN
ST 16 R- - 27 17 5m 5m m m
D
N
B
A
for information
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
glass house floor2 Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:100@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
03 N IO AT EV EL
EL
EV
AT
IO
02
ST 16 R- - 27 17 5m 5m m m
B`
N
B
U
P
A
UP
N
IO
AT
EV
EV EL
EL
04
A`
N
IO
AT 01
@CONTOURS LVL. 131
@CONTOURS LVL. 128
for information
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
ELEVATION 03
elevation Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:50@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
03 N IO T VA
EL
AT
IO
N
02
ST 16 R- - 27 17 5m 5m m m
B`
E EL
EV
B
U
P
A
UP
N
O
TI
VA
04
IO N
A`
AT EV
EL
E EL
01
@CONTOURS LVL. 131
@CONTOURS LVL. 128
ELEVATION 02
for information
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
elevation Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:50@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
03 N O TI VA
EL
AT
IO
N
02
ST 16 R- - 27 17 5m 5m m m
B`
E EL
EV
B
U
P
A
UP
N
IO
AT
EV
04
IO AT EV N
A`
EL
EL
01
@CONTOURS LVL. 131
128 @CONTOURS LVL. 128
123
122
121
for information
ELEVATION 02
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
elevation Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:75@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
03 N IO AT EV EL
EL
EV
AT
IO
02
ST 16 R- - 27 17 5m 5m m m
B`
N
B
U
P
A
UP
N
O
TI
VA
04
IO N
A`
AT
EV EL
E EL
01
@CONTOURS LVL. 131
@CONTOURS LVL. 128
for information
ELEVATION 01
EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india
elevation Drawing No
A 401 Revision Date
B 08.01.17
hck
Scale 1:50@A3 Drawn by Updated by
109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS
@CONTOURS LVL. 131
@CONTOURS LVL. 131
@CONTOURS LVL. 128
@CONTOURS LVL. 128 SECTION BB`
SECTION BB'
SECTION AA'
CD - 02
ekam - chail
Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India
sections Drawing No 301 Revision Date 11.10.2016
hka
Scale 1:75@A3 h/c Drawn by Updated by -
hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060
Options of Roof for Glass house Ethylene Tetra Flouro Ethylene (ETFE) roof
Columns of support
Columns of support
Normal plane roof
Normal plane ro of Without column supports
Ethylene Tetra Flouro Ethylene (ETFE) roof Without column supports
Ethylene Tetra Flouro Ethylene (E TFE) roof without column support
Normal plane roof without column support
Extend roof with different angle to provide cover for parking.
Extend roof with same angle to provide cover for parking.
Extend roof with same angle to provide cover for parking.
Incense the thickness of roof
Extend roof with same angle to provide cover for parking.
Provide roof of Ethylene Tetra Flouro Ethylene (ETFE) Provide extra ro om for manager Re - orient the position of glass house
Incense the thickness of roof
Extend roof with same angle and change the material of roof Ethylene Tetra Flouro Ethylene (ETFE)
Provide roof of Ethylene Tetra Flouro Ethylene (ETFE)
Column for supporting roof Re - orient the position of glass house
Manager room
Glass house
Normal plane roof
Column to support roof Provide extra room for manager and re - orient building
Existing rooms
Entry for glass house
Glass envelope Glass facade Open balcony Open space for seating and waiting area
Resort modeling
Physical model
NEW DELHI
N AT I O N A L W A R M E M O R I A L
P h y s i c a l m o d e l o f Wa r m e m o r i a l
NEW DELHI
N AT I O N A L W A R M U S E U M
P h y s i c a l m o d e l o f Wa r m u s e u m
EKAM ,CHAIL
S P I R A L S TA I R C A S E
0.66'
Spiral staircase plan 70.9"
17.7"
17.7"
2
3
13
16
15
14
4 13
70.9"
14
1
35.4"
15
17.7"
7.1" 7.1"
17.7"
16
35.4" 12
5
12
6
11
11
7
8
9
10
107.5"
10 9 8
70.9"
17.7"
17.7"
1
3
4
516
16
15
14
35.4"
17.7"
2
70.9"
7.1"
7.1"
7.1"
1
6
17.7"
MEZANINE
4
14
35"
13
3
15
35"
7.1" 7.1"
7
13
35.4" 12
5
12
5
2 6
11 7
8
9
10
6
11 7
8
9
10
Reference staircase design
Render views
Execution of staircase on site
Physical model of Residence at Maharani bagh
Physical model of previous studio at new rajendra nagar
Physical model of residence i n C R Pa r k .