12 11 10 9 8 7 6 5 4 3 2 1

SIPL-PUN-21-405-SL- 01

A B C D E F G H J K L M N
62200
61850
H H
7025 5600 5600 5600 5600 5600 630 5600 5600 5600 5600 3795

1 LOCK NUT

HEX. NUT WASHER

THREADED
B
7200

D
G G

L
2

C
CAST-IN-SITU BOLT
21700
21350
6950

A
F F
No part of this document will be reproduced by any means without the written permission

BOLT DETAILS
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

3
7200

E E

4
350

ANCHOR BOLT PLAN

600
D 600 300 300 D
300

65

65
300 200 200
ANCHOR BOLT SCHEDULE
120 120 120 120 120

120 120 120 120 120

SYMBOL QUANTITY DIAMETER L A B C D PIECE MARK

120 120 120 120

120 120 120 120

BOLT
ANCHOR BOLT
HOLE
BASE PLATE-20 MM -- ---
24 685 150 100 585 100
ANCHOR BOLT-M24#80-4.6 GR
600

600
600
750

600
750

BOLT HOLE-M28
R.C.C COLUMN STIFFENER-10MM
10mm THK SLOT-27X60MM
STIFFENER PLATE C
C
10THK
55

55
BP1 BP1
COLUMN WITH BASE PLATE DETAILS
80

BOTTOM BOTTOM
CHORD 10mm THK CHORD
10mm THK
STIFFENER 20mm THK STIFFENER DPR PURPOSE ONLY
20mm THK 100
PLATE BASE PLATE PLATE
BASE PLATE
RCC MEMBER S1
B
BASE PLATE DETAILS REV. REVISIONS DATE DRAWN DESIGNED CHECKED
B

ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS) ANCHOR BOLT PLAN AND BP
A NABCONS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME: DETAILS
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 01 01/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 02

A B C D E F G H J K L M N
H 62200 H
61850
7025 5600 5600 5600 5600 5600 630 5600 5600 5600 5600 3795

1
SHS150X150X6
BAY A TO B ONLY SHS100X100X4(TYP) SHS100X100X4(TYP)

G G
7200

2
21700
21350
6950

F F
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

3
7200

E E
SHS150X150X6
BAY A TO B ONLY SHS100X100X4(TYP) SHS100X100X4(TYP)

D ROOF PURLIN PLAN D

PLATE 80X80X6
SHS100X100X4(TYP) (BOTH SIDE)
50X100 CLIP 6MM THK
NOTE: 80
TOP CHORD(TC1) WELDING
1.PURLIN TO RAFTER CONNECTION SITE WELDING
2.ALL PURLIN DESIGNED AS CONTINUE MEMBER 1000
6THK
C 3.PURLIN TO PURLIN JOINT ALSO SITE WELDING APPROX. C

4.ALONG GRID LINE A & N PURLIN RESTING

80
OVER THE RCC BEAM SITE WELDING
6THK
100

80
PURLIN TO RAFTER
50 BOTTOM CHORD(BC1)
S5
S4 PURLIN TO PURLIN CONNECTION
DPR PURPOSE ONLY

B B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS ROOF PURLIN DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 02 02/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 03

H H

A B C D E F G H J K L M N
62200
61850
G 7025 5600 5600 5600 5600 5600 630 5600 5600 5600 5600 3795 G

1
7200

SHS80X80X4(TYP)
F TIE MEMBER F
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

2
21700
21350
6950

SHS80X80X4(TYP)
TIE MEMBER

E E
X6 X 6
0X
6
0X
6
0X
6
00 00 0 0 0
X1 X1 X1 X1 X1
TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1

TRUSS-1
00 00 00 00 00
A1 A1 A1 A1 A1
RS YP) RS YP) RS YP) RS YP) RS YP)
3 G
IN ( T G
IN (T
G
IN (T
G
IN (T
G
IN (T
AC AC AC AC AC
BR BR BR BR B R

SHS80X80X4(TYP)
TIE MEMBER
7200

D D

BRACING AND TIE MEMBER PLAN

C
C

DPR PURPOSE ONLY

B B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS BRACING AND TIE MEMBER DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 03 03/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 04

SP3 SP2 BOLTS-40 NOS-M16-8.8 GR SP1

H
SHS100X100X6 10 THK PLT-20 NOS
BOLTS-80 NOS-M24-8.8 GR H
220 160 16 THK PLT-40 NOS
BOLTS-60 NOS-M16-8.8 GR 6 THK PLT-80 NOS 240 8 THK PLT-160 NOS
150 10 THK PLT-45 NOS
6THK
8THK
SHS80X80X4 100 160
14DIA HOLE 14DIA HOLE

120
24DIA HOLE

160
10 END PLATE 10 END PLATE
SHS60X60X2.6 16 END PLATE

50

240
160
6THK STIFF

70
100
50
BOTTOM CHORD (100 x 100 x 4)
SHS60X60X2.6 SHS60X60X2.6 50 8THK STIFF
G 70 G
TIE MEMBER
(80 x 80 x 4) S3 SHS100X100X6 SHS100X100X6 S2
125

1393
1393
F
1400 F

0 1400
1250 1400
1400
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

1400 1250
1400 0
1400
8874 1400
1400
1400 SP1 SP1
1400
1400
1400
E 1400 E
1082
1082 SP2 SP2
16°

16°
100
SP3 SP1 SP3

SP1
1125 1347 1347 1347 1347 1347 1347 1347 1446 SP3

6000 6000
D D
8534
5500

5500
750
C
C

750
21750
24000

DPR PURPOSE ONLY

B GRID LINE B,C,D,E,F,G,H,J,K,L & M B

REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS CROSS SECTION DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 04 04/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 05

WEIGHT DETAILS
H H

S.No Description Member Details Part Mark Length, m Nos Unit Weight, kg/m Weight, ton
1 Top Chord SHS 100x100x6 TC1 12.5 20 16.98 4.25
2 Bottom Chord SHS 100x100x6 BC1 24 10 16.98 4.08
3 SHS 80x80x4 W3 2.988 20 9.22 0.55
4 SHS 60x60x2.6 W5 2.592 20 4.55 0.24
5 SHS 60x60x2.6 W7 2.199 20 4.55 0.2
6 SHS 60x60x2.6 W9 1.806 20 4.55 0.16
G G
7 Web Member SHS 60x60x2.6 W11 1.413 20 4.55 0.13
8 SHS 60x60x2.6 W13 1.021 20 4.55 0.09
9 SHS 80x80x4 W15 0.631 20 9.22 0.12
10 SHS 80x80x4 W18 0.238 20 9.22 0.04
11 SHS 80x80x4 W1 3.398 10 9.22 0.31
12 SHS 80x80x4 W2 3.489 20 9.22 0.64
13 SHS 60x60x2.6 W4 3.126 20 4.55 0.28
14 SHS 60x60x2.6 W6 2.781 20 4.55 0.25
F 15 SHS 60x60x2.6 W8 2.44 20 4.55 0.22 F

16 Tie Member SHS 60x60x2.6 W10 2.116 20 4.55 0.19

No part of this document will be reproduced by any means without the written permission

17 SHS 60x60x2.6 W12 1.849 20 4.55 0.17

This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

18 SHS 60x60x2.6 W14 1.569 20 4.55 0.14

19 SHS 80x80x4 W16 1.28 20 9.22 0.24
20 SHS 80x80x4 W17 1.153 20 9.22 0.21
21 Typical Purlin SHS 100x100x4 P1 50.7 20 11.9 12.07
22 End span Purlin SHS 150x150x6 P2 11.6 20 26.4 6.12
E 23 Tie Beam SHS 80x80x4 T1 50.4 3 9.22 1.39 E

24 Plan Bracing RSA 100x100x6 BR1 8.56 40 9.2 3.15

Total 35.24

S.No Part Mark Length, mm Width,mm Thickness,mm Per Bay Total Nos Weight, ton
1 BP1 600 300 20 2 20 0.57
2 SP1 240 240 16 8 80 0.58
3 SP2 180 180 10 4 40 0.1
D
4 SP3 200 120 10 6 60 0.11 D
5 S1 100 80 10 10 200 0.06
6 S2 70 70 8 32 320 0.05
7 S3 50 50 6 16 160 0.01
8 S4 100 50 6 20 200 0.047
9 S5 80 80 6 20 440 0.133
10 G1 240 205 10 4 20 0.077
11 G2 420 195 10 6 30 0.19
Total 1.93 C
C

S.No Part Mark Bolt Dia Length, mm Per Bay Total Nos Unit weight, kg/mm Weight, ton
1 AB1 24-4.6 GR 850 8 160 3.05 0.49
2 SP1 24-8.8 GR 65 16 160 0.439 0.07
3 SP2 16-8.8 GR 45 8 80 0.128 0.01
4 SP3 16-8.8 GR 55 12 120 0.144 0.02
5 G1 20-8.8 GR 55 2 40 0.238 0.01 DPR PURPOSE ONLY
6 G2 20-8.8 GR 55 4 120 0.238 0.03
B Total 0.63 B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS WEIGHT DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 05 05/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 06

202
131
H
BOLTS-M20-8.8 GR H

255
125
RIDGE LINE PLATE-10MM THK
81 BRACING-RSA100X100X6
G1 G1

242

242
G G

40

178

163
129
75
61

70
5500

40 36
46° 202
F F
G1
BR1
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

G1-GUSSET DETAILS
195
G2
G2 131
12500

125
E BR1 E
81
TOP CHORD

TOP CHORD
75
61

40
5500

70
D D

46°

484
40

420

412
371
G1 G1

113
C
C
1246

71
64
G2
BOTTOM LINE

DPR PURPOSE ONLY

5600
B
G2-GUSSET DETAILS B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS BRACING DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 06 06/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 07

125
H H

1393
1393
1400
0 1400
1250 1400
1400
1400 1250
1400 0
1400
8874 1400
1400
1400 SP1 SP1
1400
1400
1400
1400
1082
G 1082 SP2 SP2 G
100
SP3 SP1 SP3

SP1
1125 1347 1347 1347 1347 1347 1347 1347 1446 SP3

6000 6000
8534

F F

TC1 TC1
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

P1 SP1 SP1 P1
W3 W3
W6 W5 W5 W6
W8 W8
W10 W4 W4 W10
SP2 W2 W2 SP2
W12 W7 W7 W12
W9 W9
W1

16°

16°
W14 W11 W11 W14
W13 W13
SP3 SP1 SP3

W15 BC1 SP1 W15

W17 SP3 W17
E W18 W16 W16 W18 E
T1 T1

SHS100X100X6(TYP) SHS100X100X6(TYP)
PURLIN PURLIN

SHS80X80X4

SHS80X80X4

SHS80X80X4
SHS100X100X4 SHS100X100X4

SHS
80X
(TYP) (TYP)

.6

80X
(TY 60X2

80X

80X
SHS
P)
0X

4
S6
D D
SH

SHS100X100X6(TYP)
SHS80X80X4 SHS80X80X4

1250
0
C
C
3398

348
2988

312
2592

9
1153
2199

278
6
1806

244
1
1413

21
4
1021

16

18
15
631

49
69
128
0
238

24000 DPR PURPOSE ONLY

B B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008
GODOWN 2250 MT

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS MEMBER CUTTING DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 07 07/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 08

SHS60X60X2.6(TYP) SHS100X100X4
H H

SHS100X100X4

G
SHS100X100X4 G

22 DIA HOLE
F F
M20 EXPANSION BOLT
No part of this document will be reproduced by any means without the written permission

240 120MM LENGTH

This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

SHS100X100X4
160

16 THK PLT
E E

240
160
8THK
2570

80
1164
80
EP-1
D S10 D

1061

156
776

6
110
C
C
442

210
827 DPR PURPOSE ONLY

B B
2482
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
GODOWN 2250 MT
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS CANOPY DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 08 08/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1
 12 11 10 9 8 7 6 5 4 3 2 1
SIPL-PUN-21-405-SL- 09

CANOPY WEIGHT DETAILS

H H

CANOPY MEMBER DETAILS 6

G G

S.No Description Member Details Length, m Nos Unit Weight, kg/m Weight, ton
1 TOP CHORD SHS100X100X4 2.57 12 11.73 0.362
2 BOTTOM CHORD SHS100X100X4 2.482 12 11.73 0.349
3 END MEMBER SHS100X100X4 0.21 12 11.73 0.030
F
0.776 12 4.55 0.040 F

1.11 12 4.55 0.061

4 STRUCT & TIE SHS60X60X2.6
No part of this document will be reproduced by any means without the written permission
This document is the property of SONNE INFRASTRUCTURE PVT. LTD.,

0.442 12 4.55 0.024

0.827 12 4.55 0.045
5 PURLIN SHS80X80X4 4 18 9.22 0.664
E
TOTAL 1.58 E

PLATES
S.No Part Mark Length, mm Width,mm Thickness,mm Total Nos Weight, ton
1 EP1 240 240 16 24 0.174
2 S10 8 8 8 96 0.0004
D D

BOLTS
S.No Part Mark Bolt Dia Length, mm Per Bay Unit weight, kg/mm Weight, ton
1 EP1 20- 8.8 GR 120 192 0.370 0.071

C TOTAL WEIGHT 1.82 Ton C

DPR PURPOSE ONLY

B B
REV. REVISIONS DATE DRAWN DESIGNED CHECKED
ASSOCIATE CONSULTANT: ISSUED FOR:

SONNE INFRASTRUCTURE PVT. LTD., SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION

NOTES :
NOTATIONS: S-1, A, 2nd FLOOR, AMAR SINDUR COMPLEX, PROJECT TITLE:
43- PANTHEON ROAD, EGMORE,
1. ALL THE DIMENSIONS ARE PROVIDE IN MILLIMETER (mm) UNLESS OTHER WISE SHS - SQUARE HOLLOW SECTION CHENNAI - 600008

PROJECT CODE:

405
SIPL CONTACT : 044-28552445
GODOWN 2250 MT
SPECIFIED. RSA - ROLLED SECTION ANGLE E-mail: sonneinfra@gmail.com
www.sonneinfra.com
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY CONSULTANT:

WRITTEN DIMENSIONS SHALL BE FOLLOWED. DRAWING TITLE:

DESIGN NOTES : M/S. NABARD Consultancy
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
1. DESIGN CODE IS:800-2007 Services (NABCONS)
A NABCONS CANOPY WEIGHT DETAILS A
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK 2. DEAD LOAD 18 KG/M^2 CLIENT NAME:
MARKFED
5. MIN WELD THK 6MM,UNLESS OTHERWISE NOTED 3. ROOF LIVE LOAD 75 KG/M^2
6. ALL BOLTS ARE 8.8 GRADE,UON 4. COLLATERAL LOAD 10 KG/M^2 DRAWN BY : CHECKED BY: DATE:
DRAWING NO: SHEET NO:
5. HORIZONTAL DEFLECTION-H/150 & VERTICAL DEFLECTION L/180
RK AVM 07.06.2021
7. MIN YIELD STRENGTH 250 N/MM^2 FOR TUBES ,PLATES AND ANGLE ETC DESIGNED BY: APPROVED BY: SIZE: SIPL-PUN-21-405-SL- 09 09/09
NIRANJAN MSLP A3
12 11 10 9 8 7 6 5 4 3 2 1