GENERAL NOTES :-

1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

TCI-105.86kWp-JBM-MMS-2X4-GA 2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985

3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.

3702 14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

STRUCTURE DETAILS
S.No. DESCRIPTION DETAILS
1 TOTAL NO. OF TABLES 29

0
196
2 COLUMN SECTION 90 CSX40X15X2

3 RAFTER SECTION 90 CSX40X15X2

0
130
4 PURLIN SECTION 90 CSX40X15X2

5 BRACING SECTION 40 LU 40X3.1

6 CONCRETE PEDESTAL(M25) 2700X400X400
7 TILT ANGLE 20°

PURLIN 90 CS 40 X15 X 2 MODULE DETAILS

COLUMN 90 CS 40X15X2 S.No.

1
DESCRIPTION

LENGTH
DIMENSION (mm)

1960
2 WIDTH 992

0
196 992
0
130
912

1595

2353
135 941
4
BRACING 40 LU 40 X 3.15
RAFTER 90 CS 40X15X2
758

1300

1960
2300
1006

Base Plate MS 250X250X6

9
400

G.L. 335Wp TRINA

2300 DRAWING
TITLE
STRUCTURE LAYOUT

2700 PROJECT
DESCRIPTION:
105.860 KWp ROOFTOP SOLAR
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

Side Elevation Of GA Structure CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:

Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

PURLIN 90 CS 40 X15 X 2 1960
1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250

PURLIN 90 CS 40 X15 X 2 1960

1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

3702 Rafter 90 CS 40 X15 X 2

1960 1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

PURLIN 90 CS 40 X15 X 2 1300 Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

1960 COLUMN 90 CS 40X15X2 Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250
1300

1354

1595

2353

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

758

2300 Base Plate MS 250X250X6

1006

400

G.L. 2700
2300

Side Elevation Of GA Structure

6072 4048

941 71 941 71 941 71 941 71 941 71 941 40 15

R2 941 71 941 71 941 71 941 36 40 15
R2

36 1048
977 36
90

X-Flange
2
40 36 1048
977
90

X-Flange
2
40

2060
1989 9X40 MM Mounting Hole 2060
1989 9X40 MM Mounting Hole

3072
3001 3072
3001

4013 3072 4013

4084 5025

5096 4048

6037 2500 90 Z-WEB

2
15
40
90
R2

774 774 11X40 MM Mounting Hole

2500 6072 2500 PU (2X4) 90 CS 40X15 X 2

536
90

Z-WEB
2
15
40
90
R2

536 3036 11X40 MM Mounting Hole

5536

PU (2X6) 90 CS 40X15 X 2

85 1300 680 1300 85 X-Flange

2
15
40
90
R2

3450
40

11X40 MM Mounting Hole

501 1224 1224 501 90 40

3450
15

Z-Web
2
90
R2

11X40 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

774 2500 774 2500

2500 2500

1300 1300

90 2
15 Z-Web
40
90
R2

20 30 11X20 MM Mounting Hole

90
998

2
15
40
90
R2 Z-Web 680 2300 2700 680 2300 2700

20 11X20 MM Mounting Hole

1995
30

1158

1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500 774 774 2500 774

Top View (2X4) Table Top View (2X4) Table

250 250

15
2
40
90
50
R2
Ø11 90
Ø11 45
38
25
50
75 Base Plate Ø18
250
50
R2 50 Ø18
250
50

1334 11X40 MM CLEAT

Mounting Hole
MS Steel 6 mmThikStiffner MS Steel 250X250X6 mm

1234 100mm Cut (Chip)

100 400

Bracing 40 LU 40 X 3.5
400

Pedestal Slab

700X400X400 mm

GENERAL
1.
2. ALL DIMENSION
GENERALNOTES
TOLERANCE
:-ARE IN IN
MILLIMETERS
ACCORDANCEUNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

3. WIND LOAD AS
4.SPECIFICATION
5.DIMENSIONS OFPER
OF
STRUCTURAL
STRUCTURAL
IS 875 -PART
STEEL
STEEL
3 ASAS
PER
PER
IS 811
IS ISAND
2062DESIGN
:2011 . AS PER IS:800 .

6. ALL
7.
8.
TO GRADE
DO
ENSURED
NOT
BOLTS
OF
SCALE
FASTENRS-SS304
SHALL
BY "TORQUE
THE
BEDRAWING,
SNUG
WRENCH
TIGHTENED
(STAINLESS
ONLY
METHOD"
WRITTEN
AND
STEEL)
FULL
DIMENSION
TIGHTNESS
SHALL BEFOLLOWED.

9. FABRICATION
10.
GRADE
11. SET BOLTS:
GRADE
OF OF
BOLT
CONCRETE
1AND
FOR
BOLT+1
ERECTION
JOINT
NUT+1
SHALL
CONNECTION
SHALL
SPRING
BE M 25
BEWASHER
SHALL
CARRIED
BE
+2OUT
SS304/KUN80/HDG
PLAIN
ASWASHER
PER IS 800 AND IS 801.

12. BROUGHT
13.
BE REINFORCEMENT
ANY DISCREPANCY
TO OURSHALL
NOTICE
BETWEEN
BEBEFORE
HYSD
OURBARS
DRAWING
EXECUTION
OF Fe500
& SITE
OFGRADE
WORK.
CONDITION
CONFORMING
SHALL TO IS:1786.

14. J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

992

941
912

1300 1960

536 2500 2500 536 536 2500 2500 536

2500 2500 2500 2500 9

1300 1300
2300

2700

3280

2300

2700

3280

680 680
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150 2150

150 R2 125
150
R2 250
400
150

150

2300

2700

PEDESTAL TOP VIEW

 GENERAL NOTES :-
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985

TCI-105.86kWp-JBM-MMS-2X4-TOP VIEW 3. WIND LOAD AS PER IS 875 -PART 3

4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.

774 2500 10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.
LEGENDS:-

2500 S.No.
STRUCTURE DETAILS
DESCRIPTION DETAILS
1 TOTAL NO. OF TABLES 29
2 COLUMN SECTION 90 CSX40X15X2

3 RAFTER SECTION 90 CSX40X15X2

4 PURLIN SECTION 90 CSX40X15X2

1300

5 BRACING SECTION 40 LU 40X3.1

6 CONCRETE PEDESTAL(M25) 2700X400X400
7 TILT ANGLE 20°

MODULE DETAILS

S.No. DESCRIPTION DIMENSION (mm)

1 LENGTH 1960
2 WIDTH 992

992

912
941

2300

2700
680

1300

1960
1300

2500 335Wp TRINA

DRAWING STRUCTURE LAYOUT
TITLE

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

774 2500 774 CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

Top View (2X4) Table REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:

Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

1960 90
RAFTER
PURLIN
1006
1300
758 CS40
90CS X15 X 2
40X15X2

2300
3702
BRACING 40 LU 40 X 3.15
COLUMN
1354
1960
1595
1300
2353
Base MS
Plate90 CS250X250X6
40X15X2
G.L.
400

Side
2700
2300 Elevation Of GA Structure
2060
1989
1048
941
977
71
36

6037
5096
5025
4084
4013
3072
3001
6072
941
71

941
X-Flange
9X40
40
36 MM Mounting Hole
R2
15
40
90
2
6072 (2X6) 90 CS 40X15 X 2
536

5536
3036
2500
PU

11X40
Z-WEB
90
5 36 MM Mounting Hole
R2
15
40
90
2
501
85

1300
X2
Rafter
11X40
X-Flange
1300
1224
3450
Z-Web
680
501
40
85
90 90Mounting
MM R2
90
90
15
40
2 X15
CS 40Hole

1995 MM Mounting Hole

11X20
Z-Web
998
90
30
20 R2
15
40
90
2

11X20 MM Mounting Hole

Z-Web

1300
680

2500
774

2300
2700
1334MM Mounting

1158 Column 90 CS 40X15X2

11X40
100
400
Ø18 mm
CLEAT
Stiffner
Base
MS
250
R2
Ø11
45
38
25
75
40
90
50
1
2 5 Hole250X250X6
6
Plate
Steel mmThik

Ø18 250
50

Front

Rear Column 90 CS 40X15X 2

1300

774 View (2X4) Table

Top
2500
1234

PURLIN 90 CS 40 X15 X 2

3702
1960 90 CS 40X15X2
COLUMN
1300
1960 90 CS 40X15X2
RAFTER
G.L.
1006
1300
758
400

Side Elevation
2700
2300
BRACING 40 LU 40 X 3.15 Of GA Structure
1595
1354
2353
Base Plate MS 250X250X6

1989
1048
977
941
36
71

6072
941
71

941
X-Flange
9X40
40
36 MM Mounting Hole
R2
15
40
90
2
2060
536

6037
5096
5025
4084
4013
3072
3001
6072
5536
3036
2500

11X40
Z-WEB
90
5 36 MM Mounting Hole
R2
15
40
90
2
PU (2X6) 90 CS 40X15 X 2
3702

501
85

1300
X2
Rafter
11X40
X-Flange
1300
1224
3450
Z-Web
680
501
40
85
90 90Mounting
MM R2
90
90
15
40
2 X15
CS 40Hole

1960
1300
11X20
1158
1995
Z-Web
998
90
30
20 MM Mounting Hole
R2
15
40
90
2

11X20 MM Mounting Hole

Z-Web

1300
680

2500
774

2700
2300
1960

PURLIN 90 CS 40 X15 X 2 COLUMN 90 CS 40X15X2

1334MM Mounting

Front Column 90 CS 40X15X2

11X40
100
400
Ø18 mm
CLEAT
Stiffner
Base
MS
250
R2
Ø11
45
38
25
75
40
90
50
1
2 5 Hole250X250X6
6
Plate
Steel mmThik

Ø18 250
50

Rear Column 90 CS 40X15X 2

774 View (2X4) Table
Top
2500
1300

1354

1595

2353

1234

RAFTER 90 CS 40X15X2
758

2300

BRACING 40 LU 40 X 3.15 Base Plate MS 250X250X6

1006

G.L.
400

Side Elevation Of GA Structure

2700
2300

6072

4048
36

1048
977
941

71

941

941

941

941
71

40
36

36

X-Flange

71 71 71 941
R2
15
40
90
2

X-Flange 1048
977
941
71

941
71

941
71

941

36
40

R2
15
40
90
2
2060
1989

3001

9X40 MM Mounting Hole 2060

1989 3001 9X40 MM Mounting Hole
3072

4013

3072
4084

5096
5025

4048
4013
6037

2500
90

Z-WEB
R2
15
40
90
2
774

774 11X40 MM Mounting Hole

2500
6072

2500

PU (2X4) 90 CS 40X15 X 2

536
536

90

R2
15
40
90
2

Z-WEB
3036

5536 11X40 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2
85

1300

680

1300

85
3450

40
R2
15
40
90
2

X-Flange MM Mounting Hole

11X40
501

1224

1224

501

90
R2
15
40
90
2

Z-Web
3450

11X40 MM Mounting Hole

Rafter 90 CS 40 X15 X 2
774

2500

774

2500
2500

2500
90

1300

1300
R2
15
40
90
2

Z-Web
R2
15
40
90
2

Z-Web
30
20

998

11X20 MM Mounting Hole

90
20

11X20 MM Mounting Hole

680

2300

2700

680

2300
2700
1158
30

1995

1300

2500

1300

2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

774

2500

774

774

2500 774

Top View (2X4) Table Top View (2X4) Table

1334

15

Plate
Ø11
R2
40
90
50
2

Stiffner
45
38
25
50
75

Base
250
R2
50

Ø18
MS Steel 250X250X6 mm
250

Ø18
250
50

1234
1334

MS Steel 6 mmThik
100

100 mmMM
11X40 CutMounting
(Chip) Hole
CLEAT

400

Bracing 40 LU 40 X 3.5 Pedestal Slab mm

700X400X400
400

GENERAL
1.
2.
3.
4.SPECIFICATION
5.DIMENSIONS
ALL DIMENSION
GENERAL
WIND LOAD
NOTES
TOLERANCE
AS
OFPER
OF
:-STRUCTURAL
ARE
STRUCTURAL
ISIN875
IN
MILLIMETERS
ACCORDANCE
-PART
STEEL
STEEL
3 AS
UNLESS
AS
PER
WITH
PER
ISOTHERWISE
IS811
IS
1852:1985
ISAND
2062DESIGN
:2011
SPECIFIED.
. AS PER IS:800 .

6. FABRICATION
7.
8.
TO
9. GRADE
DO
ALL
ENSURED
NOT
BOLTS
OF
SCALE
FASTENRS-SS304
SHALL
BYAND
"TORQUE
THE
BE
ERECTION
DRAWING,
SNUG
WRENCH
TIGHTENED
(STAINLESS
SHALL
ONLY
METHOD"
BE
WRITTEN
CARRIED
AND
STEEL)
FULL
DIMENSION
OUT
TIGHTNESS
AS PER
SHALL
IS 800
BEFOLLOWED.
AND IS 801.

10. BROUGHT
GRADE
11.
12.
13.
BE SET BOLTS:
GRADE
REINFORCEMENT
ANY OF
DISCREPANCY
OF
BOLT
TO
CONCRETE
1 FOR
BOLT+1
OURSHALL
JOINT
NOTICE
BETWEEN
NUT+1
SHALL
CONNECTION
BEBEFORE
HYSD
SPRING
BE
OURMBARS
DRAWING
25
EXECUTION
WASHER
SHALL
OF Fe500
&
BE
+2
SITE
OFSS304/KUN80/HDG
PLAIN
GRADE
WORK.
CONDITION
WASHER
CONFORMING
SHALL TO IS:1786.

14. J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

992
941
912

536 2500
2500

536

536

2500

2500

536

1300

1960

2500
2500

2500

2500

9
1300

1300
680

2300

2700
3280

680

2300
2700

3280
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150
2150

125
150
125
150

R2

150

250
400
150
R2
2700
2300

PEDESTAL TOP VIEW

 TCI-105.86kWp-JBM-MMS-2X4-PURLIN
GENERAL NOTES :-
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985
3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.
4048
STRUCTURE DETAILS
S.No. DESCRIPTION DETAILS

40
941 71 941 71 941 71 941 36 1 TOTAL NO. OF TABLES 29
2 COLUMN SECTION 90 CSX40X15X2

15
R2
3 RAFTER SECTION 90 CSX40X15X2
36 X-Flange

90
2

977 40
4 PURLIN SECTION 90 CSX40X15X2

5 BRACING SECTION 40 LU 40X3.1

1048 6
7
CONCRETE PEDESTAL(M25)
TILT ANGLE
2700X400X400
20°

1989 9X40 MM Mounting Hole

MODULE DETAILS

S.No. DESCRIPTION DIMENSION (mm)

2060 1
2
LENGTH
WIDTH
1960
992

992
3001
912
3072
941
3072

4013

1300

1960
4048

2500

90
40
9

15
R2

Z-WEB

90
2

774 774
335Wp TRINA
11X40 MM Mounting Hole DRAWING
TITLE
STRUCTURE LAYOUT

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

PU (2X4) 90 CS 40X15 X 2 CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

FOR INFORMATION

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:

Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

PURLIN 90 CS 40 X15 X 2 1960
1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250

PURLIN 90 CS 40 X15 X 2 1960

1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

3702 Rafter 90 CS 40 X15 X 2

1960 1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

PURLIN 90 CS 40 X15 X 2 1300 Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

1960 COLUMN 90 CS 40X15X2 Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250
1300

1354

1595

2353

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

758

2300 Base Plate MS 250X250X6

1006

400

G.L. 2700
2300

Side Elevation Of GA Structure

6072 4048

941 71 941 71 941 71 941 71 941 71 941 40 15

R2 941 71 941 71 941 71 941 36 40 15
R2

36 1048
977 36
90

X-Flange
2
40 36 1048
977
90

X-Flange
2
40

2060
1989 9X40 MM Mounting Hole 2060
1989 9X40 MM Mounting Hole

3072
3001 3072
3001

4013 3072 4013

4084 5025

5096 4048

6037 2500 90 Z-WEB

2
15
40
90
R2

774 774 11X40 MM Mounting Hole

2500 6072 2500 PU (2X4) 90 CS 40X15 X 2

536
90

Z-WEB
2
15
40
90
R2

536 3036 11X40 MM Mounting Hole

5536

PU (2X6) 90 CS 40X15 X 2

85 1300 680 1300 85 X-Flange

2
15
40
90
R2

3450
40

11X40 MM Mounting Hole

501 1224 1224 501 90 40

3450
15

Z-Web
2
90
R2

11X40 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

774 2500 774 2500

2500 2500

1300 1300

90 2
15 Z-Web
40
90
R2

20 30 11X20 MM Mounting Hole

90
998

2
15
40
90
R2 Z-Web 680 2300 2700 680 2300 2700

20 11X20 MM Mounting Hole

1995
30

1158

1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500 774 774 2500 774

Top View (2X4) Table Top View (2X4) Table

250 250

15
2
40
90
50
R2
Ø11 90
Ø11 45
38
25
50
75 Base Plate Ø18
250
50
R2 50 Ø18
250
50

1334 11X40 MM CLEAT

Mounting Hole
MS Steel 6 mmThikStiffner MS Steel 250X250X6 mm

1234 100mm Cut (Chip)

100 400

Bracing 40 LU 40 X 3.5
400

Pedestal Slab

700X400X400 mm

GENERAL
1.
2. ALL DIMENSION
GENERALNOTES
TOLERANCE
:-ARE IN IN
MILLIMETERS
ACCORDANCEUNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

3. WIND LOAD AS
4.SPECIFICATION
5.DIMENSIONS OFPER
OF
STRUCTURAL
STRUCTURAL
IS 875 -PART
STEEL
STEEL
3 ASAS
PER
PER
IS 811
IS ISAND
2062DESIGN
:2011 . AS PER IS:800 .

6. ALL
7.
8.
TO GRADE
DO
ENSURED
NOT
BOLTS
OF
SCALE
FASTENRS-SS304
SHALL
BY "TORQUE
THE
BEDRAWING,
SNUG
WRENCH
TIGHTENED
(STAINLESS
ONLY
METHOD"
WRITTEN
AND
STEEL)
FULL
DIMENSION
TIGHTNESS
SHALL BEFOLLOWED.

9. FABRICATION
10.
GRADE
11. SET BOLTS:
GRADE
OF OF
BOLT
CONCRETE
1AND
FOR
BOLT+1
ERECTION
JOINT
NUT+1
SHALL
CONNECTION
SHALL
SPRING
BE M 25
BEWASHER
SHALL
CARRIED
BE
+2OUT
SS304/KUN80/HDG
PLAIN
ASWASHER
PER IS 800 AND IS 801.

12. BROUGHT
13.
BE REINFORCEMENT
ANY DISCREPANCY
TO OURSHALL
NOTICE
BETWEEN
BEBEFORE
HYSD
OURBARS
DRAWING
EXECUTION
OF Fe500
& SITE
OFGRADE
WORK.
CONDITION
CONFORMING
SHALL TO IS:1786.

14. J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

992

941
912

1300 1960

536 2500 2500 536 536 2500 2500 536

2500 2500 2500 2500 9

1300 1300
2300

2700

3280

2300

2700

3280

680 680
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150 2150

150 R2 125
150
R2 250
400
150

150

2300

2700

PEDESTAL TOP VIEW

 GENERAL NOTES :-

TCI-105.86kWp-JBM-MMS-2X4-RAFTER
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985
3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

STRUCTURE DETAILS
S.No. DESCRIPTION DETAILS
1 TOTAL NO. OF TABLES 29
2 COLUMN SECTION 90 CSX40X15X2

3 RAFTER SECTION 90 CSX40X15X2

4 PURLIN SECTION 90 CSX40X15X2

5 BRACING SECTION 40 LU 40X3.1

6 CONCRETE PEDESTAL(M25) 2700X400X400
7 TILT ANGLE 20°

85 1300 680 1300 85 MODULE DETAILS

15
R2 S.No. DESCRIPTION DIMENSION (mm)

X-Flange 1
992
LENGTH 1960

90
2
2 WIDTH 992
40

40
3450 912
11X40 MM Mounting Hole
941

90
501 1224 1224 501

15
40

1300

1960
R2

Z-Web

90
2

3450

11X40 MM Mounting Hole

9

Rafter 90 CS 40 X15 X 2
335Wp TRINA
DRAWING STRUCTURE LAYOUT
TITLE

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:
Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

PURLIN 90 CS 40 X15 X 2

1960
1300
3702
1960 90 CS 40X15X2
RAFTER
G.L.
1006
1300
758
400

Side Elevation Of GA Structure

1595 40 LU 40 X 3.15
BRACING
2700
1354
2353
2300

COLUMN
Base Plate90
MSCS250X250X6
40X15X2

36
5025
4084
4013
3072
3001
2060
1989
1048
977
941
71

6072
941
71

X-Flange
9X40
40
36 MM Mounting Hole
R2
15
40
90
2
5096
3036
2500
536

5536
6037
6072
2500

11X40
Z-WEB
90
5 36 MM Mounting Hole
R2
15
40
90
2

PU (2X6) 90 CS 40X15 X 2
MM Mounting Hole
85

501
1300
1224
3450
680

501
11X40
X-Flange
Z-Web
40
85
90 R2
90
90
15
40
2
Rafter 90 CS 40 X15 X 2

1158
Z-Web
90
30
20R2
15
40
90
2

11X20 MM Mounting Hole

1995
Z-Web
998
90
30
20 R2
15
40
90
2

11X20 MM Mounting Hole

1300
680
774

2500
2300

2700
Rear Column 90 CS 40X15X 2

Front Column 90 CS 40X15X2

1300
774

Top View (2X4) Table

2500
774

Bracing 40 LU 40 X 3.5
100mmMM
1234
1334
11X40
400
100 (Chip) Hole
CutMounting
700X400X400
Pedestal
CLEAT
250
Ø11
R2
45
38
25
75
40
90
50
1
2 5 6 mmThik
Steel Slab
Stiffner
MS mm

Base
MS
50 Steel
Plate
250X250X6 mm
Ø18 250
50

400 90
RAFTER
G.L.
PURLIN
1960
1006
1300
758 CS40
90CS X15 X 2
40X15X2

1354 40 LU 40 X 3.15
BRACING
1960
1595
1300
3702
2353
2300

COLUMN
Base Plate90
MSCS250X250X6
40X15X2

Side Elevation Of GA Structure

2700
2300

36
941
71

6072
941
71

X-Flange
40
36 R2
15
40
90
2
5096
5025
4084
4013
3072
3001
2060
1989
1048

9X40 MM Mounting Hole

977

6037

MM Mounting Hole
3036
2500
536

5536 (2X6) 90 CS 40X15 X 2

PU
6072
2500

11X40
Z-WEB
90
5 36 R2
15
40
90
2
90 CS 40 X15 X 2

MM Mounting Hole
85

501
Rafter
1300
1224
3450
680

501
11X40
X-Flange
Z-Web
40
85
90 R2
90
90
15
40
2
3702

774

2500

1960
1300
1158
Z-Web
90
30
20R2
15
40
90
2

11X20 MM Mounting Hole

1995
Z-Web
998
90
30
20 R2
15
40
90
2

11X20 MM Mounting Hole

1300
680

2500
2300

2700
Rear Column 90 CS 40X15X 2

PURLIN 90 CS 40 X15 X 2 COLUMN 90 CS 40X15X2 Front Column 90 CS 40X15X2

774

Top View (2X4) Table

2500
774
1960
1300

Bracing 40 LU 40 X 3.5
100mmMM
1234
1334
11X40
400
100 (Chip) Hole
CutMounting
700X400X400
Pedestal
CLEAT
250
Ø11
R2
45
38
25
75
40
90
50
1
2 5 6 mmThik
Steel Slab
Stiffner
MS mm

Base
MS
50 Steel
Plate
250X250X6 mm
Ø18 250
50
1595

2353

1354
758

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

1006

2300

Base Plate MS 250X250X6

G.L.
400

2700
2300

Side Elevation Of GA Structure

6072 4048

36 977
941
71

941

71

941

71

941

71

941

71

941

36

40

977
941
15
2

R2
40
90

X-Flange
36

71

941

71

941

71

941

36

40
15
2

R2
40
90

X-Flange
1048

1048 1989 9X40 MM Mounting Hole 1989 9X40 MM Mounting Hole

3001

2060 3001 2060

3072

3072

4084
4013 4013
5025

4048

5096 6037 2500

774
774

90
15
2

R2
40
90

Z-WEB

11X40 MM Mounting Hole

6072
2500

2500
90
15

R2
40

PU (2X4) 90 CS 40X15 X 2

536 536
2

90

Z-WEB

3036 11X40 MM Mounting Hole

5536

PU (2X6) 90 CS 40X15 X 2
1300

85
680

1300
85

15
3450

40

R2
40
90
2

X-Flange MM Mounting Hole

11X40
1224

501 1224
501

90

R2
15
40
90
2

Z-Web
3450

Rafter 90 CS 40 X15 X 2 11X40 MM Mounting Hole

774 2500 774 2500

2500 2500
1300

1300
15
40
90

R2
90
2

Z-Web
R2
15
40

20

30

11X20 MM Mounting Hole

2300

2700

2300
90

Z-Web

998

680

680

2700
90
2

1995
20

30

11X20 MM Mounting Hole

1158

1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500

774

774 2500
774

Top View (2X4) Table Top View (2X4) Table

250
Ø18
50

250

Ø18
50

1334
Ø11
R2
15
40
90
50
2

CLEAT
Ø11
90

MS Steel 6 mmThik
Stiffner
45
38
25
50
75

Base
MS Steel
Plate
250X250X6 mm
250
R2

250

1334
100

11X40 MM Mounting Hole 400

1234 100 mm Cut (Chip)

Bracing 40 LU 40 X 3.5
400

Pedestal Slab mm
700X400X400

GENERAL
1.
2.
3. ALL DIMENSION
GENERAL
WIND LOAD
NOTES
TOLERANCE
AS PER
:-AREIS
IN875
IN
MILLIMETERS
ACCORDANCE
-PART 3 UNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

4.SPECIFICATION
5.DIMENSIONS
6.
7. GRADE
DO NOTOF
SCALE
FASTENRS-SS304
OFOF
THE
STRUCTURAL
STRUCTURAL
DRAWING,
(STAINLESS
STEEL
ONLY
STEEL
WRITTEN
ASAS
PER
STEEL)
PER
ISDIMENSION
811
IS ISAND
2062DESIGN
:2011
SHALL. AS
BEFOLLOWED.
PER IS:800 .

8. FABRICATION
TO
9. ALL
ENSURED
BOLTS SHALL
BYAND
"TORQUE
BE
ERECTION
SNUG
WRENCH
TIGHTENED
SHALL
METHOD"
BE CARRIED
AND FULLOUT
TIGHTNESS
AS PER IS 800 AND IS 801.

10. REINFORCEMENT
GRADE
11.
12. SET BOLTS:
GRADE
OF OF
BOLT
CONCRETE
1 FOR
BOLT+1
SHALL
JOINT
NUT+1
SHALL
CONNECTION
BE HYSD
SPRING
BE MBARS
25WASHER
SHALL
OF Fe500
BE
+2 SS304/KUN80/HDG
PLAIN
GRADEWASHER
CONFORMING TO IS:1786.

13. BROUGHT
BE
14. ANY DISCREPANCY
J-BOLT OF TO
12 MM
OURØNOTICE
IS
BETWEEN
USEDBEFORE
FOR
OURCONNECTING
DRAWING
EXECUTION
& STRUCTURE
SITE
OF WORK.
CONDITION
TO FOUNDATION.
SHALL
992
912
941
536

1960

2500 2500
536

536

1300

2500 2500
536
2500

2500 2500 2500

9
1300

1300
680

2300

2700

3280

680

2300
2700

3280
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150
2150

150

125
150

R2

125
150
R2

150
250
400
150
2700
2300

PEDESTAL TOP VIEW

 GENERAL NOTES :-
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS

TCI-105.86kWp-JBM-MMS-2X4-COLUMNS OTHERWISE SPECIFIED.

2. GENERAL TOLERANCE IN ACCORDANCE WITH
IS 1852:1985
3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER
IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND
DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION
SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS
TO ENSURED BY "TORQUE WRENCH METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT
AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE
CONFORMING TO IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING
STRUCTURE TO FOUNDATION.

STRUCTURE DETAILS
90 S.No. DESCRIPTION DETAILS

15
40
R2
1 TOTAL NO. OF TABLES 29
Z-Web

90
2 2 COLUMN SECTION 90 CSX40X15X2

3 RAFTER SECTION 90 CSX40X15X2

4 PURLIN SECTION 90 CSX40X15X2

20

30
5 BRACING SECTION 40 LU 40X3.1
6 CONCRETE PEDESTAL(M25) 2700X400X400
7 TILT ANGLE 20°

11X20 MM Mounting Hole MODULE DETAILS

998
S.No. DESCRIPTION DIMENSION (mm)
15

40
R2 1 LENGTH 1960
2 WIDTH 992
Z-Web
90

2
992
90
912

1995
941
20

11X20 MM Mounting Hole

30
1158

1300

1960
9

335Wp TRINA
Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 DRAWING
TITLE
STRUCTURE LAYOUT

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:

Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

PURLIN 90 CS 40 X15 X 2 1960
1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250

PURLIN 90 CS 40 X15 X 2 1960

1300
3702

Side
G.L.
1960 90
758
400
1006
1300
RAFTER Elevation
CS 40X15X2 Of GA Structure 1595
1354
2700
2353
2300
COLUMN
BRACING
Base Plate90
40
MSCS
LU
250X250X6
40X15X2
40 X 3.15

36 5025
4084
4013
3072
3001
2060
1989
1048
977
71
941 6072
941
71 36
40
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

5096
536
5536
3036
2500 6037
6072
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

501
85 1224
501
680
1300
3450 85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

3702 Rafter 90 CS 40 X15 X 2

1960 1158 MM Mounting Hole

30
90
20
11X20
Z-Web
2
15
40
90
R2 1995 MM Mounting Hole
998
30
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500
2300 2700

PURLIN 90 CS 40 X15 X 2 1300 Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2

1300

774 774 View (2X4) Table

Top
2500

1960 COLUMN 90 CS 40X15X2 Bracing 40 LU 40 X 3.5 100mmMM

1234
1334
400
100
11X40
Base
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
250
1
2
40
90
50
R25
Ø11 CutMounting
Steel(Chip)
Plate
Slab
250X250X6
6
mm Hole
mmThik
mm Ø18
50
250
1300

1354

1595

2353

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

758

2300 Base Plate MS 250X250X6

1006

400

G.L. 2700
2300

Side Elevation Of GA Structure

6072 4048

941 71 941 71 941 71 941 71 941 71 941 40 15

R2 941 71 941 71 941 71 941 36 40 15
R2

36 1048
977 36
90

X-Flange
2
40 36 1048
977
90

X-Flange
2
40

2060
1989 9X40 MM Mounting Hole 2060
1989 9X40 MM Mounting Hole

3072
3001 3072
3001

4013 3072 4013

4084 5025

5096 4048

6037 2500 90 Z-WEB

2
15
40
90
R2

774 774 11X40 MM Mounting Hole

2500 6072 2500 PU (2X4) 90 CS 40X15 X 2

536
90

Z-WEB
2
15
40
90
R2

536 3036 11X40 MM Mounting Hole

5536

PU (2X6) 90 CS 40X15 X 2

85 1300 680 1300 85 X-Flange

2
15
40
90
R2

3450
40

11X40 MM Mounting Hole

501 1224 1224 501 90 40

3450
15

Z-Web
2
90
R2

11X40 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

774 2500 774 2500

2500 2500

1300 1300

90 2
15 Z-Web
40
90
R2

20 30 11X20 MM Mounting Hole

90
998

2
15
40
90
R2 Z-Web 680 2300 2700 680 2300 2700

20 11X20 MM Mounting Hole

1995
30

1158

1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500 774 774 2500 774

Top View (2X4) Table Top View (2X4) Table

250 250

15
2
40
90
50
R2
Ø11 90
Ø11 45
38
25
50
75 Base Plate Ø18
250
50
R2 50 Ø18
250
50

1334 11X40 MM CLEAT

Mounting Hole
MS Steel 6 mmThikStiffner MS Steel 250X250X6 mm

1234 100mm Cut (Chip)

100 400

Bracing 40 LU 40 X 3.5
400

Pedestal Slab

700X400X400 mm

GENERAL
1.
2. ALL DIMENSION
GENERALNOTES
TOLERANCE
:-ARE IN IN
MILLIMETERS
ACCORDANCEUNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

3. WIND LOAD AS
4.SPECIFICATION
5.DIMENSIONS OFPER
OF
STRUCTURAL
STRUCTURAL
IS 875 -PART
STEEL
STEEL
3 ASAS
PER
PER
IS 811
IS ISAND
2062DESIGN
:2011 . AS PER IS:800 .

6. ALL
7.
8.
TO GRADE
DO
ENSURED
NOT
BOLTS
OF
SCALE
FASTENRS-SS304
SHALL
BY "TORQUE
THE
BEDRAWING,
SNUG
WRENCH
TIGHTENED
(STAINLESS
ONLY
METHOD"
WRITTEN
AND
STEEL)
FULL
DIMENSION
TIGHTNESS
SHALL BEFOLLOWED.

9. FABRICATION
10.
GRADE
11. SET BOLTS:
GRADE
OF OF
BOLT
CONCRETE
1AND
FOR
BOLT+1
ERECTION
JOINT
NUT+1
SHALL
CONNECTION
SHALL
SPRING
BE M 25
BEWASHER
SHALL
CARRIED
BE
+2OUT
SS304/KUN80/HDG
PLAIN
ASWASHER
PER IS 800 AND IS 801.

12. BROUGHT
13.
BE REINFORCEMENT
ANY DISCREPANCY
TO OURSHALL
NOTICE
BETWEEN
BEBEFORE
HYSD
OURBARS
DRAWING
EXECUTION
OF Fe500
& SITE
OFGRADE
WORK.
CONDITION
CONFORMING
SHALL TO IS:1786.

14. J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

992

941
912

1300 1960

536 2500 2500 536 536 2500 2500 536

2500 2500 2500 2500 9

1300 1300
2300

2700

3280

2300

2700

3280

680 680
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150 2150

150 R2 125
150
R2 250
400
150

150

2300

2700

PEDESTAL TOP VIEW

 GENERAL NOTES :-

TCI-105.86kWp-JBM-MMS-2X4-PEDESTAL
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985
3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

STRUCTURE DETAILS
S.No. DESCRIPTION DETAILS
1 TOTAL NO. OF TABLES 29
2 COLUMN SECTION 90 CSX40X15X2

3 RAFTER SECTION 90 CSX40X15X2

150 2150 4 PURLIN SECTION 90 CSX40X15X2

5 BRACING SECTION 40 LU 40X3.1

6 CONCRETE PEDESTAL(M25) 2700X400X400
7 TILT ANGLE 20°
150 125
MODULE DETAILS

125
S.No. DESCRIPTION DIMENSION (mm)

1 LENGTH 1960
2 WIDTH 992

R2 R2
150

150

150

250

400
992

150 912
941

2300

1300

1960
2700
9

335Wp TRINA
DRAWING STRUCTURE LAYOUT
TITLE

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT

PEDESTAL TOP VIEW SITE NAME:

SITE
ADDRESS:
URMILA SPORTS ACADEMY
CHURU RAJASTHAN
SITE COORDINATES:
Lat:
Long:
28.83°
75.44°

CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:
Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

3702
PURLIN 90 CS 40 X15 X 2 1960
1300

RAFTER 90 CS 40X15X2 1960 Elevation

Side
G.L.
758
400
1354
2700
1006
1300
2300
BRACING 40 LU 40 X 3.15 Of GA Structure 1595
2353
COLUMN
Base Plate90
MSCS250X250X6
40X15X2

4084
4013
3072
3001
2060
1989
1048
977
36
71
941 6072
5025
941
71 36
40
941
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

536
3036
2500 6037
5096
6072
5536
2500 90
5
11X40
Z-WEB
2
15
40
90
R236 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

85 501
1224
680
1300
3450 501
85
40
90
11X40
X-Flange
Z-Web
90
90
2
15
40
R2 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

30
90
20
11X20
Z-Web
2
15
40
90
R2 MM Mounting Hole 998
1995
30
90
20
11X20
Z-Web
2
15
40
90
R2 MM Mounting Hole 774
680
1300 2500 2300
2700
1158

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774

1300 2500 View (2X4) Table
Top 774

Bracing 40 LU 40 X 3.5
100mmMM
1234
1334
400
100
11X40
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
1
2
40
90
50
R25
Ø11 CutMounting
(Chip)
Steel Slab
250X250X6
6
mm Hole
mmThik
mm 400
Ø18Plate
Base
50
250
R2

RAFTER 90 CS 40X15X2 1960 9040CSLU4040X15

1354
1300
3702
PURLIN
BRACING X 3.15
X2 1595 90 CS 40X15X2
1960
1300
2353
COLUMN
758

Side
G.L.
400
2700
1006
2300 Elevation Of GA Structure Base Plate MS 250X250X6

2060
1989
1048
977
36
71
941 6072
941
71 36
40
941
9X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

4084
4013
3072
3001
2500 6037
5096
5025
6072
2500 90
Z-WEB
2
15
40
90
R2

536
3036 5536 (2X6) 90 CS 40X15 X 2
PU 536
11X40 MM Mounting Hole

85 680
1300
3450 85
40
11X40
X-Flange
2
15
40
90
R2 MM Mounting Hole

3702 Rafter
501
1224
3450 90 CS 40 X15 X 2
90

501
11X40
Z-Web
2
15
40
90
R2 MM Mounting Hole

90
20
11X20
Z-Web
2
15
40
90
R2 MM Mounting Hole 1995 MM Mounting Hole
30
998
90
20
11X20
Z-Web
2
15
40
90
R2 774
680
1300 2500 2300
2700
1960

1300
30

1158 Column 90 CS 40X15X2

Front Rear Column 90 CS 40X15X 2 774
1300 2500 View (2X4) Table
Top 774
1960

PURLIN 90 CS 40 X15 X 2 COLUMN 90 CS 40X15X2 Bracing 40 LU 40 X 3.5

100mmMM
1234
1334
400
100
11X40
MS
Stiffner
Pedestal
700X400X400
CLEAT
45
38
25
75
1
2
40
90
50
R2 CutMounting
(Chip) Hole
5 Steel Slab
Ø11 250X250X6
6
mmmmThik
mm 400
Ø18Plate
Base
50
250
R2

1300
1354

1595

2353

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

758

2300 Base Plate MS 250X250X6

1006

400

G.L. 2700
2300

Side Elevation Of GA Structure

6072 4048

941 71 941 71 941 71 941 71 941 71 941 40 15

90
R2 941 71 941 71 941 71 941 36 40
15 90
R2

36 1048
977 36 X-Flange
2
40 36 1048
977 2 X-Flange
40

2060
1989 9X40 MM Mounting Hole 2060
1989 9X40 MM Mounting Hole

3072
3001 3072
3001

4013 4084 3072 4013

5025 4048

5096 6037 2500

774 774
90

2
15 Z-WEB
40
90
R2

11X40 MM Mounting Hole

6072 PU (2X4) 90 CS 40X15 X 2

2500 2500 90 Z-WEB

2
15
40
90
R2

536 536

3036 5536 11X40 MM Mounting Hole

PU (2X6) 90 CS 40X15 X 2

85 1300 680 1300 85

3450
15

40
11X40
2
40
90
R2 MM Mounting Hole
X-Flange

501 1224 1224 501 90

2
15
40
90
R2 Z-Web

3450 11X40 MM Mounting Hole

Rafter 90 CS 40 X15 X 2

774 2500 774 2500

2500 2500

1300 1300

90 2
15 Z-Web
40
90
R2

15
40 R2
20

30

11X20 MM Mounting Hole

90
998

680

2300

2700

680

2300

2700

2 Z-Web
90

20 30
11X20 MM Mounting Hole 1995

1158
1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500 774 774 2500 774

Top View (2X4) Table Top View (2X4) Table

15
2
40
90
50
R2
Ø11 90 45
38
25
50
75 250
50
R2 Ø18
250
50 Ø18
50
250

1334 11X40 MM Mounting

CLEAT Hole
MS Steel 6 mmThik Stiffner
Ø11 Base
MS Steel
Plate
250X250X6 mm

1234 100mm Cut (Chip)

100 400

Bracing 40 LU 40 X 3.5
400

Pedestal Slab

700X400X400 mm

GENERAL
1.
2.
3. ALL DIMENSION
GENERAL
WIND LOAD
NOTES
TOLERANCE
AS PER
:-AREISIN875
IN
MILLIMETERS
ACCORDANCE
-PART 3 UNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

4.SPECIFICATION
5.DIMENSIONS
6.
7. GRADE
DO NOTOF
SCALE
FASTENRS-SS304
OFOF
THE
STRUCTURAL
STRUCTURAL
DRAWING,
(STAINLESS
STEEL
ONLY
STEEL
WRITTEN
ASAS
PER
STEEL)
PER
ISDIMENSION
811
IS ISAND
2062DESIGN
:2011
SHALL. AS
BEFOLLOWED.
PER IS:800 .

8. FABRICATION
TO
9.
10.ALL
ENSURED
SETBOLTS
OF BOLT
SHALL
BYAND
"TORQUE
FORBE
ERECTION
JOINT
SNUG
WRENCH
CONNECTION
TIGHTENED
SHALL
METHOD"
BE SHALL
CARRIED
AND FULL
BEOUT
SS304/KUN80/HDG
TIGHTNESS
AS PER IS 800 AND IS 801.

GRADE
11.
12.
13. GRADE
REINFORCEMENT
ANY BOLTS:
DISCREPANCY
OF CONCRETE
1 BOLT+1
SHALL
BETWEEN
NUT+1
SHALL
BE HYSD
SPRING
BE
OURMBARS
DRAWING
25WASHER
OF Fe500
&+2
SITE
PLAIN
GRADE
CONDITION
WASHER
CONFORMING
SHALL TO IS:1786.

BE BROUGHT
14. J-BOLT OF TO
12 MM
OURØNOTICE
IS USEDBEFORE
FOR CONNECTING
EXECUTIONSTRUCTURE
OF WORK. TO FOUNDATION.

992

941
912
1300

1960

536 2500 2500 536 536 2500 2500 536

2500 2500 2500 2500 9

1300 1300
680

2300
2700

3280

680

2300
2700

3280
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150 2150

150 R2 125
150
R2 250
400
150

150

2700
2300

PEDESTAL TOP VIEW

 GENERAL NOTES :-
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

TCI-105.86kWp-JBM-MMS-2X4-BRACING & ANCILLARIES 2. GENERAL TOLERANCE IN ACCORDANCE WITH IS 1852:1985

3. WIND LOAD AS PER IS 875 -PART 3
4. SPECIFICATION OF STRUCTURAL STEEL AS PER IS IS 2062 :2011 .
5 .DIMENSIONS OF STRUCTURAL STEEL AS PER IS 811 AND DESIGN AS PER IS:800 .
6. GRADE OF FASTENRS-SS304 (STAINLESS STEEL)
7. DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSION SHALL BEFOLLOWED.
8. ALL BOLTS SHALL BE SNUG TIGHTENED AND FULL TIGHTNESS TO ENSURED BY
"TORQUE WRENCH
METHOD"
9. FABRICATION AND ERECTION SHALL BE CARRIED OUT AS PER IS 800 AND IS 801.
10. SET OF BOLT FOR JOINT CONNECTION SHALL BE SS304/KUN80/HDG
GRADE BOLTS: 1 BOLT+1 NUT+1 SPRING WASHER +2 PLAIN WASHER
11. GRADE OF CONCRETE SHALL BE M 25
12. REINFORCEMENT SHALL BE HYSD BARS OF Fe500 GRADE CONFORMING TO
IS:1786.
13. ANY DISCREPANCY BETWEEN OUR DRAWING & SITE CONDITION
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
14.J-BOLT OF 12 MM Ø IS USED FOR CONNECTING STRUCTURE TO FOUNDATION.

STRUCTURE DETAILS
S.No. DESCRIPTION DETAILS
1 TOTAL NO. OF TABLES 29
2 COLUMN SECTION 90 CSX40X15X2
250
3 RAFTER SECTION 90 CSX40X15X2
Ø18

50
4 PURLIN SECTION 90 CSX40X15X2
50 5 BRACING SECTION 40 LU 40X3.1

250
6 CONCRETE PEDESTAL(M25) 2700X400X400
40
50 R2
R2 25 7 TILT ANGLE 20°

45
Ø11

90
15
90

75
MODULE DETAILS

S.No. DESCRIPTION DIMENSION (mm)

2

38
50 50

1334 Ø11
Stiffner
Base Plate
MS Steel 250X250X6 mm
1
2
LENGTH
WIDTH
1960
992

CLEAT MS Steel 6 mmThik 992

912
1334 11X40 MM Mounting Hole 941

100 400
1234 100 mm Cut (Chip)

1300

1960
400
Bracing 40 LU 40 X 3.5 9

Pedestal Slab
700X400X400 mm 335Wp TRINA
DRAWING STRUCTURE LAYOUT
TITLE

PROJECT 105.860 KWp ROOFTOP SOLAR

DESCRIPTION:
POWER PROJECT
SITE NAME: URMILA SPORTS ACADEMY SITE COORDINATES:

SITE Lat: 28.83°

ADDRESS: CHURU RAJASTHAN Long: 75.44°

CLIENT TCI FOUNDATION

EPC
JBM RENEWABLES PVT LTD

REV NO.: REV. DATE: REVISION DESCRIPTION: SIGN.:

PREP BY: DESIGN BY: CHECK BY: REVIEW BY: APPR. BY:

Gaurav Priyanka Asad Apoorv

SCALE: N.T.S. All DIMENSIONS ARE IN MM

PURLIN 90 CS 40 X15 X 2

1960
1300
3702
1960 90 CS 40X15X2
RAFTER
G.L.
1006
1300
758
400

Side Elevation Of GA Structure

1595 40 LU 40 X 3.15
BRACING
2700
1354
2353
2300

COLUMN
Base Plate90
MSCS250X250X6
40X15X2

36
5025
4084
4013
3072
3001
2060
1989
1048
977
941
71

6072
941
71

X-Flange
9X40
40
36 MM Mounting Hole
R2
15
40
90
2
5096
3036
2500
536

5536
6037
6072
2500

11X40
Z-WEB
90
5 36 MM Mounting Hole
R2
15
40
90
2

PU (2X6) 90 CS 40X15 X 2
85

501
1300
1224
3450
680

501
11X40
X-Flange
Z-Web
40
85
90 MM Mounting Hole
R2
90
90
15
40
2
Rafter 90 CS 40 X15 X 2

1158
Z-Web
90
30
20R2
15
40
90
2

11X20 MM Mounting Hole

1995
Z-Web
998
90
30
20 R2
15
40
90
2

11X20 MM Mounting Hole

1300
680
774

2500
2300

2700
Rear Column 90 CS 40X15X 2

Front Column 90 CS 40X15X2

1300
774

Top View (2X4) Table

2500
774

Bracing 40 LU 40 X 3.5
100mmMM
1234
1334
11X40
400
100 (Chip) Hole
CutMounting
700X400X400
Pedestal
CLEAT
250
Ø11
R2
45
38
25
75
40
90
50
1
2 5 6 mmThik
Steel Slab
Stiffner
MS mm

Base
MS
50 Steel
Plate
250X250X6 mm
Ø18 250
50

400 90
RAFTER
G.L.
PURLIN
1960
1006
1300
758 CS40
90CS X15 X 2
40X15X2

1354 40 LU 40 X 3.15
BRACING
1960
1595
1300
3702
2353
2300

COLUMN
Base Plate90
MSCS250X250X6
40X15X2

Side Elevation Of GA Structure

2700
2300

36
941
71

6072
941
71

X-Flange
40
36 R2
15
40
90
2
5096
5025
4084
4013
3072
3001
2060
1989
1048

6037

9X40 MM Mounting Hole

977
3036
2500
536

5536 (2X6) 90 CS 40X15 X 2

PU
6072
2500

11X40
Z-WEB
90
5 36 MM Mounting Hole
R2
15
40
90
2
90 CS 40 X15 X 2

MM Mounting Hole
85

501
Rafter
1300
1224
3450
680

501
11X40
X-Flange
Z-Web
40
85
90 R2
90
90
15
40
2
3702

774

2500

1960
1300
1158
Z-Web
90
30
20R2
15
40
90
2

11X20 MM Mounting Hole

1995
Z-Web
998
90
30
20 R2
15
40
90
2

11X20 MM Mounting Hole

1300
680

2500
2300

2700
Rear Column 90 CS 40X15X 2

PURLIN 90 CS 40 X15 X 2 COLUMN 90 CS 40X15X2 Front Column 90 CS 40X15X2

774

Top View (2X4) Table

2500
774
1960
1300

Bracing 40 LU 40 X 3.5
100mmMM
1234
1334
11X40
400
100 (Chip) Hole
CutMounting
700X400X400
Pedestal
CLEAT
250
Ø11
R2
45
38
25
75
40
90
50
1
2 5 6 mmThik
Steel Slab
Stiffner
MS mm

Base
MS
50 Steel
Plate
250X250X6 mm
Ø18 250
50
1595

2353

1354
758

RAFTER 90 CS 40X15X2 BRACING 40 LU 40 X 3.15

1006

2300

Base Plate MS 250X250X6

G.L.
400

2700
2300

Side Elevation Of GA Structure

6072 4048

36 977
941
71

941

71

941

71

941

71

941

71

941

36

40

977
941
15
2

R2
40
90

X-Flange
36

71

941

71

941

71

941

36

40
15
2

R2
40
90

X-Flange
1048

1048 1989 9X40 MM Mounting Hole 1989 9X40 MM Mounting Hole

3001

2060 3001 2060

3072

3072

4084
4013 4013
5025

4048

5096 6037 2500

774
774

90
15
2

R2
40
90

Z-WEB

11X40 MM Mounting Hole

6072
2500

2500
90
15

R2
40

PU (2X4) 90 CS 40X15 X 2

536 536
2

90

Z-WEB

3036 11X40 MM Mounting Hole

5536

PU (2X6) 90 CS 40X15 X 2
1300

85
680

1300
85

15
3450

40

R2
40
90
2

X-Flange MM Mounting Hole

11X40
1224

501 1224
501

90

R2
15
40
90
2

Z-Web
3450

Rafter 90 CS 40 X15 X 2 11X40 MM Mounting Hole

774 2500 774 2500

2500 2500
1300

1300
15
40
90

R2
90
2

Z-Web
R2
15
40

20

30

11X20 MM Mounting Hole

2300

2700
90

Z-Web

998

680

680

2300

2700
90
2

1995
20

30

11X20 MM Mounting Hole

1158

1300

1300

2500 2500

Front Column 90 CS 40X15X2 Rear Column 90 CS 40X15X 2 774 2500

774

774 2500
774

Top View (2X4) Table Top View (2X4) Table

250
Ø18
50

250

Ø18
50

1334
Ø11
R2
15
40
90
50
2

CLEAT
Ø11
90

MS Steel 6 mmThik
Stiffner
45
38
25
50
75

Base
MS Steel
Plate
250X250X6 mm
250
R2

250

1334
100

11X40 MM Mounting Hole 400

1234 100 mm Cut (Chip)

Bracing 40 LU 40 X 3.5
400

Pedestal Slab mm
700X400X400

GENERAL
1.
2.
3. ALL DIMENSION
GENERAL
WIND LOAD
NOTES
TOLERANCE
AS PER
:-AREIS
IN875
IN
MILLIMETERS
ACCORDANCE
-PART 3 UNLESS
WITH OTHERWISE
IS 1852:1985 SPECIFIED.

4.SPECIFICATION
5.DIMENSIONS
6.
7. GRADE
DO NOTOF
SCALE
FASTENRS-SS304
OFOF
THE
STRUCTURAL
STRUCTURAL
DRAWING,
(STAINLESS
STEEL
ONLY
STEEL
WRITTEN
ASAS
PER
STEEL)
PER
ISDIMENSION
811
IS ISAND
2062DESIGN
:2011
SHALL. AS
BEFOLLOWED.
PER IS:800 .

8. FABRICATION
TO
9. ALL
ENSURED
BOLTS SHALL
BYAND
"TORQUE
BE
ERECTION
SNUG
WRENCH
TIGHTENED
SHALL
METHOD"
BE CARRIED
AND FULLOUT
TIGHTNESS
AS PER IS 800 AND IS 801.

10. REINFORCEMENT
GRADE
11.
12. SET BOLTS:
GRADE
OF OF
BOLT
CONCRETE
1 FOR
BOLT+1
SHALL
JOINT
NUT+1
SHALL
CONNECTION
BE HYSD
SPRING
BE MBARS
25WASHER
SHALL
OF Fe500
BE
+2 SS304/KUN80/HDG
PLAIN
GRADEWASHER
CONFORMING TO IS:1786.

13. BROUGHT
BE
14. ANY DISCREPANCY
J-BOLT OF TO
12 MM
OURØNOTICE
IS
BETWEEN
USEDBEFORE
FOR
OURCONNECTING
DRAWING
EXECUTION
& STRUCTURE
SITE
OF WORK.
CONDITION
TO FOUNDATION.
SHALL
992
912
941
536

1960

2500 2500
536

536

1300

2500 2500
536
2500

2500 2500 2500

9
1300

1300
680

2300

2700

3280

680

2300
2700

3280
1300

1300

Top View (2X6) Table Top View (2X6) Table

Top View (2X6) Table Top View (2X6) Table

150
2150

150

125
150

R2

125
150
R2

150
250
400
150
2700
2300

PEDESTAL TOP VIEW