Steel Detailing Example Drawings

F 5

G

3

J

B C

H 2

Ex

6

I

D REVISIONS

7 4

EEx

K

3D View

Example Project

Example Customer

3d Model View

DT

CH

1608

Date

[G] - EX1

NTS

Finished Floor Level In The Swimming Pool Area Is Assumed To Be The Same As The Main Building

+6.272

R6 - UC152x152x23

+3.005

FFL Is 150 above Slab

1

F E

3D View

F

E

FFL 0.0

340

1

G B

340

FFL 0.0

C2 - UC152x152x30

8 0X5

35°

S HS

C2 - UC152x152x30

D

SHS50X4

8 0X5

C2 - UC152x152x30

2 A

8 0X5

C1 - UC152x152x30

C

S HS

22

S HS

+3.005

B

0X5

38

2983

S HS 8

Detail B

57

52 x1 52 x2 3

C1 - UC152x152x30

A

C1

35°

1

-U

35°

Detail A

R5

38

SHS 80X5

57

2

9400

Section on Gridline F

C

Section on Gridline B F

G

R5

+2.945

B

C1 - UC152x152x30

1

C

B5 - IPE160

C1 - UC152x152x30

C1 - UC152x152x30

C1 - UC152x152x30

B2 - IPE160

1

B2 - IPE160

CB

3-

B UC152x152x30 125

369 0

D

C

+3.005

C1 - UC152x152x30

A

+2.983

-U

23 2x 15 2x 5 1

C2 - UC152x152x30 IPE 160

Truss to Stanchion Connection 10mm Plate & 4no M20 Bolts

15 2x 15 2x 23 C -U 4 R

2

B

Detail B Section on Scale 1:10

Eaves Connection

Detail B Half Trusses on Gridlines E & G connected using 10mm Fin plates and two M16 bolts each. Half Truss on Gridline F connected using bracing type connection all from 10mm plate with 2no M16 Bolts.

Base Plate Detail

CB

160 IPE

B1 - UC152x152x23

2

0 369

IPE 160

1-

B1 - UC152x152x23

B1 - UC152x152x23

2-

CB

CB

350x350x15 Plate 4 - M20x450 Long Gr 8.8 - HD Bolts

Eaves Beam Connection 10mm Plate & 2no M16 Bolts

E

Fin Plates This Side Of Beam

125

125

2

125

D

2S ide

1-

G 2

B2 - IPE160

B5 - IPE160 C1 - UC152x152x30

C1 - UC152x152x30

2

B6 - IPE160

CB

1

57

Ridge Connection

C2 - UC152x152x30

0 E16 - IP

C1 - UC152x152x30

B 3710

Roof Plan

C 3710

D 3710

Ridge Beam Connection 10mm Fin Plate With 2no M16 Bolts

Purlin Connection 10mm Fin Plate With 2no M16 Bolts

Purlin Connection

3D View Scale 1:10 Detail A (Note Truss on Gridline G Omitted For Clarity) Detail A 10mm Plate welded to top of truss. Half Trusses on Gridlines E,G & F are connected with 10mm Fin plates and 2no M20 Bolts.

C2 - UC152x152x30

A

B1 - UC152x152x23

CB

160 IPE

23 2x 15 2x 15

2-

C

CB

B1 - UC152x152x23

369 0

IPE 160

-U

B1 - UC152x152x23

B1 - UC152x152x23 Fin Plates This Side Of Beam

R5 - UC152x152x23

5F CB

B3 - SHS50X4

R6 - UC152x152x23

E

B4 - UC152x152x23

F

IinPEP 1la 60te s T h is

F

2

B1 - UC152x152x23

B4 - UC152x152x23

R1 - UC152x152x23

R

R5 - UC152x152x23

B4 - UC152x152x23

R5 - UC152x152x23

B4 - UC152x152x23 Fin Plates This Side Of Beam

R3 - UC152x152x23

B4 - UC152x152x23

C2 - UC152x152x30

Of B e am

160 IPE

G

0 369

Notes All welds 6mm Continuous except truss end plates which are 8mm. All material Galvanised after manufacture.

C

CB

2-

LP3

LP5

0 00x90x3 P FC 2 S G2 -

LP4

7-

PF C2 00x 90x 30

B2 - T70 B1 - T70

B5 - T70

B1 - T70

CP2 B8 - PFC150x90x24 PL8

0x30 200x9

B7 - PFC150x90x24

PF C2 00x 90x 30

CP4 -

-

PL4

3 .3x 48

SG3 - PFC200x90x30 HR 3

0 x3 90 0x 20

HS

FC

B9 - T70

B6

24 90x 50x C1 PF

-C

-P

B1 - T70 B8 - PFC150x90x24

HS

C2 - CHS219.1x10

-C

PL1

ST

3 .3x 48

1-

5

PL4 4-

B1 - T70

SG3 - PFC200x90x30

HR

CP2 SG

PL1

1-

PL1 SG 6

PL1

-P FC 0 x3 90 0x 20

ST

1-

ST

1-

3D View Without Handrails (NTS) 20

2290

450

2520

3D View Without Landing Plates (NTS) 1250 90

3D View With Handrails (NTS)

2970

2290

1820

2385

Plan View (1:20) Elevation (1:20)

20

1060

1230

430

430

20mm Pack to all baseplates. TOC -450mm

2970

1250

90

1000

Between Stringers

Between Handrails

945

1042

1250

900

500

320

1100

1590

1250

1000

1100

1250

CH

S4 8.3 x3

PL 5

PL9

PL3

2

5

C1 - CHS219.1x10

B6

4 0x2 0x9 15 FC P -

6-

4

HR

SG ST

HR

B2 - T70

B1 - T70

B7 - PFC150x90x24

PF C2 00x 90x 30

B7 - PFC150x90x24 B4 - T70

P FC S G2 -

4-

PL2

CP3 -

LP1 LP2

SG

H R1 -

B3 - T70 -

SG

8.3x3 C HS 4

PL 7

1

0x30 200x9

HR

P L3

P

P FC S G1 -

CP1 -

48.3x3

PL2 CP5 -

C

x30 90 0x 20 C PF

C HS H R1 -

x3 S48.3 - CH H R1

A3

6

5

Index

Date

Description REVISIONS

4

3

Example Client

B

Example Project 2

Example Drawing

C ST 3D View

D

CH

DATE

1 0000

EX - 01

NTS

6150 1621

2258

2271

LP4 3 HR

1100

1100

CH

-C

Landing Plate Hard to Wall.

HS

2-

5 HR

HR

3.2 .3x 48

LP6

HS

3.2 .3x 48

LP5

+3.315

SG

FC 20 0x7 5x2 3

-F

311

Landing Plate Hard to Wall.

All Landing and treads plates 8mm Durbar.

1910

50

1142

1100

0 X1 00 L2

B5

3 5x2 0x7 20 FC P -

1100

-P

1

B7

23 75x 00x

1142

-C

B1

P 0-

2 FC

2 x3. 8.3 S4

HR6 - CHS48.3x3.2

TR

1-

HR1 - CHS48.3x3.2

- LP3

1658

LP2

Handrails Fixed with 4no M12 Gr8.8 Bolts

1000

HR4 - CHS48.3x3.2

1650

900

LP3

LP1

SG 2

1 00X F L2

0

B8 - PFC200x75x23

B1

-P

B3

FC 20 0x7 5x2 3

3315

3315

+1.658

3 5x2 0x7 20 FC P -

50

1320

261

50

2269

3D View (NTS)

1200

435

1200

50

Elevation 2 (1:25)

Landing Plate Hard to Wall Around Landing 1910

50

1240

1180

Tread Width

1142

Between Handrails.

1240

50

2820

50

1370 Landing Hard to Wall Around Landing

Notes All steel S275

All connects as per Engineering drawing no PC 00006-2 (2)

1

2

3

4

5

6

7

8

9

10

All Steel Galvanised to BS 1461

The landing plates butt hard to the wall as shown in the Engineering drawings. 355

2935

435

280

13/04/2006 Balustrades Added

Index

Date

Description

251

ST Author

REVISIONS

960

1180

A

Tread Width

318

1142

Between Handrails.

1240

20

19

18

17

16

15

14

13

11

10

12

355

1143 Between Handrails.

541

Example Client

50

50

166

8mm Durbar Plate

50

1320

2820

230

1010

670

Example Project

50

6150

Tread Detail (1:10)

Stair Details

DT

CH

n/a

Date

[G] - 01

1:10/1:15/1:25

A

A3

2x SL2

2x SL2 DT1

DT1

DT1

SR10

DT1

T1 DT2

DT1

SR7 ST4

DT2

DT1

CB1 - FL100X10

1617 3317

2x SL2

3000

3000

C1 - UB406x178x54

DT2 B1 - UB254x146x31

B4 - UB254x146x31

B7 - UB406x178x54

C8 - UB406x178x54

DT2

DT1

2x SL2 CB1 - FL100X10

T1

T1

B1 - UB254x146x31

ST2

2x SR2

2x SR3

C10 - UC203x203x46

C9 - UC203x203x46

C3 - UB305x165x40

6000

C

100

6000

6000

B

A

6000

1

2

3

ET1 - CHS114.3x3.6

1850

1850

1844

250

250

CA1

1850

SR3

SR1 T1

T1

1850

ET1 - CHS114.3x3.6

ET1 - CHS114.3x3.6

2x SR1 1850

EB2

EB1

T1

2x SL2

1850

DT1

1850

CA4

CA2

3317

EB3

DT1

2x SL2

DT1

1844

1617

All Rails UltraBeam 1705014

1850

4

Elevation on Gridline A

Elevation on Gridline 1

ULT L45x45x2 Typical

100

1700

D

6000

DT1

DT1

DT1

SR8

SR11 ST4

B6 - UB406x178x54

CA3

C6 - UC203x203x46

6000

425

C3 - UB305x165x40

425

C9 - UC203x203x46

ST2

R6 - UB254x146x31

DT1

SR2

83 SR2 DT1

T4

6000

DT2

DT2

SR12

DT2

CB1 - FL100X10

A

6000

B

6000

C

D

SR6 ST1

C6 - UC203x203x46

ST3

ST1

ST3 DP2 - PFC200x75x23

C4 - UB305x165x40

3000

DT2

1050

T1 DH1 - RSA125x75x8

C1 - UB406x178x54

C4 - UB305x165x40

DP1 - PFC200x75x23

3000

DT1

R2 - UB254x146x31

DT1 SR9

T1

2x SL2

425

2x SL2

CB1 - FL100X10 C5 - UB406x178x54

3317

T1

C10 - UC203x203x46

1617

500

R3 - UB254x146x31

SR5

650

2x SR4

SR5

3000

DT1

ET2 - CHS114.3x3.6

ET3 - CHS114.3x3.6

2x SR2

3000

T1

T1

ET2 - CHS114.3x3.6

EB5

3000

T1

2x SR1

3317

SR1

C7 - UC203x203x46

ET1 - CHS114.3x3.6

SR3

EB1

1700

ET1 - CHS114.3x3.6

1617

ET1 - CHS114.3x3.6

EB4

EB2

3000

EB1

1700

EB3

Elevation on Gridline 4 Index

Date

Description

C7 - UC203x203x46 425

REVISIONS

100

4

6000

1000

4000

3

1000

6000

2

100

Example Client

1

Example Project Example Drawing

Elevation on Gridline D ST

0000

CH

DATE EX - 01

NTS

1-

CH S8 8.9

x3 RL

B4

x3

C4 - SHS100X4

C2 - SHS100X4

-S HS 10 0X 4

248 0

-S HS 10 0X C1 - SHS100X4 4

F1000 - RD20

1120

Joist bearing plate

100mm bearing for floor joists

Denotes floor level 200mm joists & 25mm Ply Flooring

Upper Level 80

C1 - SHS100X4

B3

4 00X S1 H -S

C3 - SHS100X4

C1 - SHS100X4

C1 - SHS100X4

C3 - SHS100X4

B4

-S HS 10 0X 4

C5 - SHS100X4

B3

C1 - SHS100X4

CH S8 8.9

225

1-

4 00X S1 H -S

920

RL

B4

-S HS 10 0X 4

C4 - SHS100X4

x3

x3

1245

CH S8 8.9

B4

0X4 S1 0 SH B2

1727

1-

B3

CH S8 8.9

-S HS 10 0X 4

C5 - SHS100X4

RL

4 0X 10 HS S -

1-

C1 - SHS100X4

B1

-S HS 10 0X 4

2204

RL

B1

2396

B2

0X4 S1 0 H S -

1600

M

2100

x3 8.9 S8 CH

4572

-S HS 10 0X 4

C2 - SHS100X4

B1

C1 - SHS100X4

B2

-S HS 10 0X 4

1390

B1

0X4 S1 0 - SH

C1 - SHS100X4

Elevation

248 0

3D View

This is the important dimension to set the correct height of the platform.

0 300

Giraffe Compound Level

General Notes

Index

Date

Description

1. All holes 22 Ø U.N.O. 2. All welds continuous 6mm fillet U.N.O. 3. This drawing must not be scaled.

Author

Giraffe Viewing Platform ST

DATE

NTS

n/a

[A] - 01 Final

183

A3

Flange Holes 14ø 35mm Backmark 1207

132

6 74

10

687

120

148

2 - 22ø

8°

108

°

View on Stringer & Treads

120

65 100 65

225

14 4

0 12

° 3 19

65

S9

100

140

Flange Holes 22ø 35mm Backmark

6 24 65

8 90 6 24 65

12 37

Flange Holes 14ø 35mm Backmark

3D View

6 24

0 12

8 70

PF

x 30 2 C

All Web Holes 14ø

6 24 65 6 24

50

65 6 24

32

0 12

65

6 x2 75

65 6 24

8 70

Index

65

230 50

0 12

40

50

Example Client

2 - 24ø

FL80x20 - S275JR - Mkd F512

Example Project

63

12 6°

65

40

6 24

117° ° 117

180

65

67

130

80

6 24

Description REVISIONS

3 24

2 16

Date

4 35

Example Drawing

F512

Hot Dipped Galvanised

1 No. PFC230x75x26 - S275JR - Mkd S9

ST 0000

CH

DATE EX - 01

NTS

A3 PLT 10x150x280 UB254x146x31

PLT 10x150x410

B2 - UB254x146x31

B5 - UB254x146x31

B2 - UB254x146x31

B

45 45 PLT 10x150x160

4 M20 8.8 XOX

C1 - UB406x178x54

C2 - UC203x203x46

B

40 80 40 50

C2 - UC203x203x46

80 50

C1 - UB406x178x54

70 10

4

150

@ 90 c/c

4 M20 8.8 XOX

4 M20 8.8 XOX

80

B6 - UB406x178x54

UB254x146x31 UB406x178x54

6000

B3 - UB406x178x54

B3 - UB406x178x54

B7 - UB406x178x54

120

3

80

2

1

@ 90 c/c

UC203x203x46

Gable & Jack Rafter Eaves Connection

B Typical Floor Beam Connections

B1 - UB254x146x31

B4 - UB254x146x31

100

B1 - UB254x146x31

100

74

PLT 15x220x230

UC203x203x46

A

4 M20 8.8 XOX

A C3 - UB305x165x40

1

C3 - UB305x165x40

2

C10 - UC203x203x46

3

100

C9 - UC203x203x46

4 FL200X10

100

6000

6000

6000

100

1st Floor Plan

UB305x165x40

40

0 11

PLT 10x200x220

4 M20 8.8 XOX 65 100 55 10

PLT 15x180x300

135

1800 30 90 30 10 60 17

278

140

6 M20 8.8 XOX

100

30

3 M20 8.8 XOX UB356x171x45

750

PLT 15x180x230

SHS100X4

Truss Apex Connections 65

100

30

@ 100 c/c

100

1055 100

+6.267

180

PLT 10x150x200 250

4 M20 8.8 XOX

250

4 M20 8.8 XOX

Eaves Haunch

70 10

Description

100

PLT 15x220x230 Example Client 6 M20 8.8 XOX

65

UB406x178x54

Date

Truss Eaves Connection

100

PLT 20x180x750

Index

REVISIONS

160

100

+5.500

1

UB356x171x45 90

100

UB356x171x45

PLT 20x180x530

UC152x152x30 2 M20 8.8 XOX @ 100 c/c

400

Apex Haunch

Example Project

1055 100

100

6 M20 8.8 XOX @ 100 c/c

PLT 15x80x379

1

40 70 70 40 50

100 55

66

@ 100 c/c

580

10

+6.267 1264

UC203x203x46 Example Drawing 4 M20 8.8 XOX ST

CH

DATE

Truss Bottom Splice 0000

EX - 01

NTS

A3

6 - 22ø

F500 - FL90x10x200 Lg

3960

1777

2183

2003

2093

90 90

0

2003

4x F500

200

191

45 45

244

F500 - FL90x10x200 Lg

Section A - A

1938

300

1722

50

50 50

F500 - FL90x10x200 Lg

460

8 - 22ø

6 - 22ø

10

10 - 22ø

460

10

10

50 50 50 50

3960

0

1938

2238

A

F501 - FL200x15x480 Lg 1275

1185

F501 - FL200x15x480 Lg

A Zinc Phosphate Primer

1 No. UB457x191x82 - S275JR - Mkd B1 Mark

Quantity

Profile

B1

1

Values for ONE assembly:

M500 F501 F500

1 2 6

UB457x191x82 FL200x15 FL90x10 Total for ONE assembly:

Length

3,960 480 200

Material

S275JR S275JR S275JR

Area (m²)

Weight (kg)

6.60 0.21 0.04

322.9 11.3 1.5

7.28

354.5

General Notes

Index

Date

Description

1. All welds continuous 6mm fillet U.N.O. 2. This drawing must not be scaled.

Author

Example Project

ST

DATE

NTS

0000

EX - 01

59 23 118

70

70

40

130

30

90

150

4 No. FL200x10 - Mkd F535

100

30

40

59 66 49

175

QTY

F529 F530

60 5

F531 F532 F533

107 6 4

F534 F535 F536

7 4 16

F537

4

220

200

4 No. FL150x8 - Mkd F533

350 35

LOT

280

16 No. FL100x10 - Mkd F536 200

35

190 70

44

95

60

128

6 No. FL150x10 - Mkd F532

8

130

106

30

60 5 107 6 4 7 4 16 4

FL110x10 FL200x10 FL130x10 FL150x10 FL150x8 FL200x10 FL200x10 FL100x10 FL150x10

42

70

83

Length 136 350 130 190 220 182 175 130 195

30 30

50

150

56

130

102

2 - 18ø 2 - 18ø

60 No. FL110x10 - Mkd F529 F529 F530 F531 F532 F533 F534 F535 F536 F537

30

24

24 56 30

110

136

Profile

70

195

8

2 - 18ø

7 No. FL200x10 - Mkd F534

Material S275JR S275JR S275JR S275JR S275JR S275JR S275JR S275JR S275JR

Area (m²)

90

30

Quantity

55 69

30

50

5 No. FL200x10 - Mkd F530

Mark

182

90

150

100

200

30

59

50

60

61

107 No. FL130x10 - Mkd F531

4 No. FL150x10 - Mkd F537

Weight (kg)

0.03 0.15 0.04 0.06 0.07 0.08 0.08 0.03 0.07

70.2 27.5 142.0 13.4 8.3 20.0 11.0 16.3 9.2

0.26

317.8

General Notes

Index

Date

Description

1. All holes 22Ø U.N.O. 2. This drawing must not be scaled.

Author

Example project ST

Date

As Marked

160

[MS] - 104

A3 33 33 64 46 64 2 - 22ø

2x F17

87 53

616 F26

F16 F26

F22

F16 4 - 14ø

342

50 50

64 46 64 2 - 22ø

12 - 22ø

25 50 25 F23 4 - 14ø

4798

64 62 22

911

2x F17

F16

2x F36

2 - 18ø

6672 180

100 100

6005

A

Section C - C

B

4 - 14ø

C

87 5363 F16

22

87 100 100

F26

6672

F22

F16

F23

F16

106

106

4 - 22ø F26

Section B - B

F26

F36

140

6102

B

A Mark

Quantity

Profile

C5

1

Values for ONE assembly:

M14 F33 F36

1 1 2

UB406x178x54 FL250x20 FL80x15

F26

2

F23 F16 F22 F17

Length

Material

Area (m²)

C Weight (kg)

6,672 450 379

S275JR S275JR S275JR

10.01 0.25 0.07

361.3 17.7 3.5

PLT10x174

199

S275JR

0.06

2.1

1 2 1

FL130x10 FL120x10 FL100x10

163 148 130

S275JR S275JR S275JR

0.05 0.04 0.03

1.7 1.4 1.0

2

FL80x10

80

S275JR

0.02

0.5

10.72

396.6

Total for ONE assembly:

33 33

4 - 22ø

Zinc Phosphate Primer

1 No. UB406x178x54 - S275JR - Mkd C5 General Notes

Index

Date

2x F36

Section A - A

Description

1. All welds continuous 6mm fillet U.N.O. 2. This drawing must not be scaled.

Author

Example Project

ST

2013

NTS

0000

F22

F23

256

430

F17

90 56 173

403

F33

EX - 01

cl500

cl500 cl500

233

cl500 F518 4 - 14ø

4 - 14ø

4 - 14ø

2x F508

2x F508 50

2 - 18ø

F501

F500

F500

Section B - B

1540

1540

cl500

1540

1540

cl500

1064 cl500

cl500

165

cl500

Section D - D

6395

3315

1775

235 235

4855

Section C - C

Section A - A 0

2 - 18ø

F519

7458

A3

8

8

A

B

B

B

C D

7458

cl500

cl500

8

40

10 0°

F508

F501

50 40

10

80 °

F518

303

4 - 22ø

100

90

40

360

40 50

cl500

cl500

cl500

6 - 22ø

8

53

B

B

B

A

8

F519

F500

7405

C

Mark

Quantity

Profile

R1

4

Values for ONE assembly:

M500 F500 F519

1 1 1

UB305x165x40 UB305x165x40 FL180x15

F518

1

F501 cl500 F508

1 5 2

Length

Material

Area (m²)

Weight (kg)

7,458 1,417 640

S275JR S275JR S275JR

9.36 1.78 0.26

298.6 28.5 13.6

FL180x15

560

S275JR

0.22

11.9

UB305x165x40 KING CD23 FL80x10

459 233 80

S275JR Cold Rolled S275JR

0.58 0.00 0.02

8.3 1.3 0.5

12.22

368.2

Total for ONE assembly:

D

4 No. UB305x165x40 - S275JR - Mkd R1 General Notes

Index

Date

Description

1. All welds continuous 6mm fillet U.N.O. 2. This drawing must not be scaled.

Author

Example Project

ST

DATE

NTS

0000

EX - 01

LOT

QTY

117

117

118

118

117

118

117

118

117

2308

2201

2084

1967

118

1849

118

1732

909 118

1614

118

1497

118

1379

118

792

674

557

439 118

1262

118

1144

118

1027

87

322

0

87

204

4

106 RL1 - CHS88.9x3

F1002 - FL100x10x180 Lg 50

50

981

F1000 - RD20

F1000

60

60

120

801

801

F1002

F1002

60

M1000 - CHS88.9x3

60

120

50

F1002 - FL100x10x180 Lg

120

120

50

4 No. Mkd RL1 (Galvanised) Mark

Quantity

Profile

RL1

4

Values for ONE assembly:

RL1 M1000 F1000 F1002

1 1 19 4

CHS88.9x3 CHS88.9x3 RD20 FL100x10 Total for ONE assembly:

Length

2,308 2,308 892 180

Material

S275JR S275JR S275JR S275JR

Area (m²)

General Notes

Weight (kg)

0.64 0.64 0.06 0.04

14.7 14.7 41.8 5.7

2.52

76.8

Index

Date

Description

1. All holes 22Ø U.N.O. 2. All welds continuous 6mm fillet U.N.O. 3. This drawing must not be scaled.

Author

Giraffe Viewing Platform ST

DATE

1:10

n/a

[A] - RL1

14

1 - 22ø

1 - 22ø

30

50

M511 2 - 18ø

6mm Weld

45

131

250

50

R=250

7SG

M511 - PFC200x90x30 13

1

C PF

30 90x x 0 20

1 - 22ø

F509 - FL50x10x130 Lg 116

250 9

36

190

68

72

57

F509 - FL50x10x130 Lg

3D View 77

53

86

293

86

9

114

114

° 75

2x F509

3x F509

Galv & Vent

M511

1 No. PFC200x90x30 - S275JR - Mkd SG7 Mark

Quantity

Profile

SG7

1

Values for ONE assembly:

SG7 M511 F509

1 1 5

PFC200x90x30 PFC200x90x30 FL50x10 Total for ONE assembly:

Length

432 344 130

Material

S275JR S275JR S275JR

Area (m²)

Weight (kg)

0.32 0.26 0.02

12.9 10.2 2.6

0.66

25.6

General Notes

Index

Date

Description

1. All welds continuous 6mm fillet U.N.O. 2. This drawing must not be scaled.

Author

Example Project

ST

DATE

NTS

0000

EX - 01